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HomeMy WebLinkAboutBLDG1309-0162-Plans (2)XR_GC-N, XLAKE_AREA, Xref Dwg's: Plot Scale; 1=100.0 E a N Plotted; 9/23/2005 Last Update; 8/31/2005 P:\175485.wci.dsgrACivil\17_18Pc.A\P17_C101g_YD.dwg :• �O-y am • /O 0 heAD i / / &ry _ �O OO h N (CVO -t / i �� / / . / 1 `�--./ / / / �► / / / / cdurrlA R6Ad 8- 7.4 .4.13 4.0 2.75 OCK 1),A01 - IFF 15.50 FF 15.351 651- 11k FF14.70 tot FF 14.30 FF 14.501 IFF 14.501 IFF 14.501 1FF 14.501 FF 14.15 1FF 14.501 FF14.65 1FF 14.251 FF14.50 FF 14.50 1 2.70 1FF 15.501 1FF 14.501 15 13 1FF 14.501 FF 14.50 1FF 14.251 1FF 14.451 IFF 14.901 IFF 14.351 1FF 14.501 FF 14,90 FF15.10 IFF 14.501 015.8101 1FF 14.001 IFF 14.751 1FF 15.001 IFF 14.151 03.50 IFF 14.151 IFF 14.501 IFF 15.251 IFF 15.001 IFF 14.351 IFF 14.001 1FF 13.901 IFF 13.601 014.001 1FF 14.25 FF14.70 IFF 14.001 .IFF 14.20 EluFFEiglp =15- 1FF 14.701 1FF 14.301 IFF 14.401 IFF 14.451 30 1FF 14.2 LAKE IFF 14.351 IFFI4.501 1FF 14.201 1FF 14.001 IFF 15.251 12. FF14.50 1FF 14.101 1FF 14.051 IFF 14.10 I FF15.10 FF14.10 x 13.55 FF15.10 FF 14.95 1FF 14.951 FF 15.10 IFF 15.001 x 14.00 FF14.30 tFF 14.50 123 1380 • 13.30 11.80 FF15.00 IFF 15.251 12,10 x 1350 IFF 14.001 FF 15.25 NIR 1FF 15.251 IFF 15.101 IFF 15.251 oLOCK 29 • 28 30 8-1 29 25 01 18 19 24 23 PA RCEI.\G • • LEGEND 1.5% RIGHT-OF-WAY AND BOUNDAR Y LINES CEN TER UNE PROPOSED EDGE OF WATER EASEMENT LINE LOT UNE TOP OF BANK PROPOSED LOT GRADE PROPOSED ROADWAY SPOT GRADE PROPOSED FINISHED FLOOR ELEV. PROPOSED FLOW ARROW PROPOSED FLOW PERCEN TAGE EARTHWORK FILL NOTES: 1) ROADWAY LIMITS TO BE FILLED TO 10 INCHES BELOW CEN TERLIN E GRADES. 2) HOUSE PADS TO BE FILLED AT 12 INCHES BELOW FINISH FLOOR ELEVATION. (FLAT FILL BETWEEN ADJACENT HOUSE PADS) 3) BUFFER PARCELS TO BE GENERALLY FILLED TO 12. 0 AND GRADED TO M ATCH INTO ADJACENT GRADES AND HAVE POSITIVE DRAINAGE FLOW. 4) SEE PAN SHEETS FOR YARD DRAINAGE BASIN INFORMATION. NOTE: SEE PARKLAND COUNTRY CLUB PLAT FOR ADDMONAL HORIZONTAL CONTROL INFORMATION. AA PLT DATE: 9-23-2005 PLT SCALE: 1=100.0 lz DWN CHK. CD cr Ili 0 ci z cc w CO >- Cr 0 LL 0 0 �AMKLAND, FLOHILA CC ZD 0 GEE & JEWSON A Division of 7-H2M HILL EB 0000072 AA 001992 11575 Heron Bay I 4vd. - Suite 106 PH (954) 752-4960 F (954) 752-6730 JOB NUMBER 175485 CAD FILE P17.. _C101g_YD SHEET NUMBER 010 SHEET 12 OF 14 );*x -_.���n�m���mN��� BEST `FA(E`OFPLAN |[OBE TOWARD TIHE FRONT EDGE OF THE PLANTING BED 3'MULCH 12' WIDTH ALONG BED EDGE AS DEAD ZONE MAINTAINED. CENTERL|NE[(}8E4^BELOVV FINISH GRADE OF SOD SOD |||- ///- |||---�|||----||| --|||� ||| | ///__-_///___�///_ ///� /// / PLANTING BED EDGE / �_rv/� : vv��� NOT TO SCALE REMAINING SHRUBS ARE FILLED IN BEHIND THE FRONT SHRUB LINE ���U�g/��/�U���y`����������UT e/�o��m��,���x������/���/��/ --- ------- NOT TO SCALE ge ir~�'u 4k Nt, 041. 40 k 41, 'I" k . :L11111,141,1, ilk --EX|S7|NCSD|L LAYOUT OF SHRUBS AT THE PLANTING EDGE IS DONE FIRST TO ESTABLISH A CONTINUOUS LINE. BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED SOD USE ROLLER TO SMOOTH SURFACE. MULCH RING NO TREE TO BE PLANTED CLOSER TI -IAN 4 TO BED EDGE PLANTING BED EDGE CUT CLEAN AND STRAIGHT AS DIRECTED BY OWNER. K8A|NTA|N12''DEADZONEAT BED EDGE; SEE PLANTING BED EDGE DETAIL NOTE. TOP OF ROOT BALL SHALL BE /\T LEAST 2" ABOVE THE FINISHED GRADE ANDCOVEREDVNTHAJ'LAYER0F MULCH ANY PRUNING SHALL BE DONE AT THE DIRECT ION OF TIlE OWNER USE1/2^0AMETERRBNFDKCEDRUBBERHO3ET|EDWITH 12 STRAND GALVANIZED WIRE: 3 IMIN ) EVENLY SPACED GUYS PER TREE. FOR TRE.ES 10 AND OVER ADD ONE TURNBUCKLE TO EACH PIRE TO MAINTAIN SUPPORT RED AND WHITE STRIPED FLAGGING RIBBON BU|LO4-0^CON7|NUOU3SAUCERAROUND THE TREE PIT TO HOLD IRRIGATION WATER 2''x4''x24^STAKE(PRLSSURLTREATED) ROOT BALLS GREATER IF -IAN 2' IN DIAMETER SHALL SIT ONI MOUND OF ENDISTLIRBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 2' DIAMETER MAY SIT ON COMPACTED EARTH DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL DIAMETER OF TIHE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL FILL MATERIAL SHALL CONSIS F OF NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT IRREGULAR & MULTI -STEM TREE PLANTING NOT TO SCALE FINISHED GRADE It; 7-��[�|��/\{ PALM PLANTING / � / /����c_ / ���_m/ ^ �_rv/� / //��� NOT T-] SCALE TRIM ONLY THOSEFRONDS WHICH HANG BELOW LEVEL OF REE HEART MINIMUM OF NINE 0) GOOD PALM FRONDS NOTE: CABBAGE PALMS TO BE INSTALLED HURRICANE CUT ;VLES3OTHERV@SE SPECIFIED. TRUNKO|AMETFR;HALLBEC{}NS|STENT VNTHOU|ABRUPTNHANCE3,LOOCE SHEATHES, HOLES OR CAVITIES SECURE BATTENS &Y2'3N''HIGH CARBON STEEL BANDS TO FOLD BATTENS IN PLACE NO NAILS THALL BE DRIVEN INTO PALM. HEIGHT OF IATTENS SHALL BE LOCATED IN RELATON TO THE HEIGHT OF THE PALM FOR ADEOUATE BRACING 5(2x4x18'')WOOD BATTENS. 5 lAYERS OF BURLAP TO WRAP TRUNK. STEEL BANDS (3/4": HC.S.) MINIMUM 3(2x1)WOOD BRACES BUILD 4-6" CONTINUOLS SAUCER AROUND TIHE TREE PIT TO HOLE' WATER (2X4X24')STAKE PAD (-YPl FILL AROUND ROOTBALL WITH BACKFILL, FLOOD, & COMPACT FILL, REFLOOD/JET & COMPACT FILL 1 DY AFTER INSTALLATION IN ORDER TO INSIJRE EUMINATION OF 8|RPOCKETS. /��/�N�F� COVERS & ROOTED CUTTING ��v�����/��� ����/ ///��� NOT TO SCALE MULCH CH RIhJG IN SOD DETAIL NOT TO SCALE 11111 11111111 111111421111111111 011111111 LARGE SHRUB PLANTING NOT TO S{|/\[E NOTE. 1 NO NAILS SIHALL BE DRIVEN INTO TREE. AND TRUNK SHALL BE FREE OF ANY MAJOR SCARS 2 TOP OF ROOT BALL SHALL BE AT LEAST 2" ABOVE THE FINAL GRADE ANY PRUNING SHALL BE COMPLETED AT THE DIRECTION OF THE OWNER REMOVE CHORDS FROM THE TOP 1/3 OF THE ROOTBALL AND FROM AROUND BASE OF TRUNK TOP OF ROOT BALL SHALL BE AT LEAST 2" ABOVE TIHE FINISIHED GRADE. MINIMUM 3" MULCH (SEE WRITTEN SPEC|F|CAT|ON3) KEEP 6''(K8|N)FROM BASE OF TRUNK DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER FOR ROOTBALLS 2' AND GREATER HOLE SHALL BE 2' LARGER THAN 'THE BALL DIAMETER ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING BALLS SMALLER TIHAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH SPREAD OF PLANT THOROUGHLY WORK SOIL TO AK8|N|K8UK8DEPTHOFG" FOR GROUND COVERS. VINES, ANNUALS. AND PERENNIALS PLANTING BEDS SEE SPECIFICATIONS FOR BACKFILL/PLANTING SOIL MIXTURES. 3''MULCH DEPTH. TYPICAL TRIANGULAR SPACING OF PLANTS TO INSURE FULL COVERAGE BY GROUNDCOVER. SOD • CUT A RING INTO A 'PERFECT' CIRCLE' ° EDGE TO BE WELL -FORMED AND WITH CRISP, VERTICALLY STRAIGHT CUTS. w TREES LESS THAN 3" IN CALIPER; ADD 3''|N RADIUS OFMULCHR|NGPER1''OF TRUNK CALIPER w FOR ANY TREE GREATER THAN 3" CALIPER. • PROVIDE RING AROUND ANY TREE PLAN FED IN SOD. � RING SHALL BE MIN 2'|N DIAMETER FOR THE TREE PIT TO HOLD IRRIGATION WATER 3" DEEP MULCH NOTE: TOP OF ROOT BALL SHALL BE AT LEAST 1/2" ABOVE THE FINISHED GRADE. PRUNE SHRUBS AT OWNER'S DIRECTION ONLY. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS. REMOVE ANY CONTAINER OTHER THAN BURLAP TIHAT MAY BE AROUND ROOTS. :3^MULCH BU|LO4'8''CONT|NU{}USCAUCERAR0UND THE TREE PIT TO HOLD IRRIGATION WATER OOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS TESS THAN 2' MAY SIT ON COMPACTED SOIL. DIAMETER OF HOLE FOR BALLS 2' & GREATER SHALL BE 2' LARGER THAN DIAMETER OF BALL DIAMETER OF HOLE i:DR BALLS UP TO 2' SHALL BE TWICE THE IBALL DIAMETER FILL MATERIAL TO CONSIST OF NATIVE SOIL FROM HOLE DUG FOR PLANT TREE PLANTING /~�" /4" CALIPER) , �_��/� / //��� \u� -�� / NOT TO SCALE NOTE, ALL SHADE TREES SHALL F-IAVE FLORIDA #1 OR BETTER TRUNK STRUCTURE AND BRANCH ARRANGEMENT TREE CALIPER SHALL BE MEASURED AT 6" ABOVE GRADE FOR UP TO 4" CALIPER AND 12" ABOVE GRADE FOR OVER 4" CALIPER BU|LD4'8^CONT/NUOUS SAUCER AROUND THE TREE PIT TO IHOLD TIHE WATER 2x4x24^STAKE PRESSURE TREATED FINISHED GRADE FILL MATERIAL SHALL CONSIST OF NATIVE SOIL FROM HOLE DUG FOR PLANT - • � RO{JTBARRER 'DETAIL ' `y HH "HIry * Ieo ,ep/=2.Ar�w v:-Eie ^ro �* ',,Ek LAIN ov T,s4,2/|cc, THE; ccwrACrm' ROOT LE/u.eocri) ON `HE- TEE rTO THE ROOTF����|| &�r�T� BARRIER DETAIL NOTE �- \ / N[}TT(]SC/\LE ` , LANDSCAPE AND ROOT BARRIER NOTE: Trees shown on this plan are for graphic representation only. Tree spacing is based on design requirements and the trees shown on these plans attempt to accomplish that spacing while maintaining the required setbacks from utilities. Trees may be field adjusted to avoid conflicts with underground utilities. In any case the trees shall be located in the field in accordance with the planting details shown hereon. Additionally trees are to be installed with a 10' separation from any water or sewer main &/0[ service, hydrants, and lift stations. If a 10' separation cannot be achieved, the tree can be installed with a root barrier system. Refer to the "Root Barrier" detail for installation requirements. LOCATION OF TYPICAL -- ROOT BARRIER UTILITY LINE ROOT BARRIER TO BE PROVIDED BY DEEP ROOT, SPECIFIED AS PANEL TYPE — UB36-2 OR APPROVED EQUAL. ROOT BARRIER TO BE PROVIDED WHEN A CANOPY TREE IS LESS THAN 10' FROM UTILITY LINES. ROOT BARRIER TO BE INSTALLED MIN. 5' FROM THE UTILITY 2,1J0 r'Y 1"r� �O,u. leCT r iA',77r7:12,C`,,,7AL � --. --_- '_ �7~ '- -���-- f= - `�� M�� - _ .-. -^-`==. I ��pH°1 U| ����}/�� 7��� ������ �r�__-|� �_-L [__�-l___�' ```. __ .~.- ` ^� ' ` `�� _'. ' '� =��N| ` �l� � _I 11,, 1/^ m./1/' ,r /, ' I /n' =-��\ � �\1` ' :�� �Q�LNA COVE-- FOO N 1---1- „_,..-o---1,..„._— , _��_ =aT^---- ��r ^ ` | �I�/L� _ =I -- 711- 4 - - - - -�- ]|�=��\�\�����o!---�--------- / '3T�� ��EC IHCAr1O�5 FT.,4"-sNINC T0_ -1:-XCAYATE '31r -J f'1.[|'/ TO 74 fOEPTH AND DI-|�r , 1\v„: �CHi ��EC1HC AT �177-Ii-,N ]1X. SHRUB AND ~^./.`��`�,v�� GROUND COVER �^�_/,�.^_ NOT TOSCALE 09/09/13 ISSUED FOR PERMIT STUDIOSurban design ki day Urban Planning & Design Landscape Architecture Communication Graphics The Offices at City Place North 477 S. Rosemary Ave., Suite 225 West Palm Beach, FL 33401 P 561'306'1100 F 561'366'1111 www.udkstudios.com LCCO00055 Copyright All ideas, designs, arrangements, and plans represented by this drawing are owned by and the property of the designer, and were created for the exclusive use of the specified project. These ideas, designs, arrangements or plans shall not be used by, or disclosed to any person, firm, or corporation without the written permission of the designer. Date: Project No.: Designed By: Drawn By: Checked By: December 14, 2011 10-049.001 TLD TLD \NT Submittal Dates : Comments 09-09-13 Iss'oed for Permit PLANTING DETAILS ��N ���� �M��&� OT 43, BLOCK D �T(lN�A||| -} �'�'"��' ''�� � (AMBASSADOR COLLECTION) LP-2 of 2 LANDSCAPE SPECIFICATIONS Section 02950 Trees, Shrubs and Ground Cover PART 1 GENERAL 1.01 WORK INCLUDED A Extent of planting work is shown on drawings and in schedules B Subgrade Elevations Excavation filling and grading required to establish elevations 4" lower than elevations and contours shown on drawings are not specified ,n this Section C Finish Grade Elevations 1 inch below top of pathway edging 1.02 QUALITY ASSURANCE A Subcontract landscape work to a single firm specializing in landscape work F3 Source Duality Control General Ship landscape materials with certificate.s of inspection required by governing aaahea- t es C Pcgmat pep' cane to mate' a s 2 Do not make substitutions If specified 'ariciscape material is not obtanable, submit to Landscape Architect proof of non availability and proposal for use of equivalent material When authorized adjustment of contract amount will be made Analysis and Standards Package standard products with manufacturers certified ana:ysis For other materials provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agricultural Chemists wherever applicable 4 Trees Palms and Shrubs Provide trees palms and shrubs grown in a recognized nursery in accordance with good horticultural practice Provide healthy vigorous stock free of disease, insects eggs larvae and defects such as decay knots sun -scald, injuries abrasions disfigurement Provide trees palms and shrubs for grade needed as outlined under Grades and Standards for Nursery Plants, State Plant Board of Florida tinress otherwise noted o S zes Pic of larger size may be used if acceptable to Landscape Architect and if sr/CS of roots or balls are increased proportionately C Irispec;tion Lancscape Architect reserves right to inspect trees palms and shrubs either at place of growth or at site before planting, for compilance with requirements for name variety, size and quality 1.03 SUBMITTALS A Certification Submit certificates of inspections as required by governmental authorities, and manufacturers or vendor's certified analysis for soil amendments and fertilizer materials Submit other data substantiating that materials comply with specified requirements B Submit seed vendor's certified statement for each grass seed mixture required stating botanical and common name percentage by weight and percentage of purity germination and weed seed for each grass seed species • Plantiag Schedule Submit Canting, schedule showing schedule dates for each type of planting in even area of site D Maintenance Instructions Submit typewritten procedures for maintenance of ;andscape work 1.04 DELIVERY, STORAGE AND HANDLING A Packaged Materials Deliver packaged materials in original containers showing weight analysis and name of manufacturer Protect materials from deterioration during delivery and while stored at site B Sod Time delivery so that sod will ho placed w,thin 24 hours after stripping Protect sod against drying and breaking of roiled strips C Trees palms and shrubs Provide freshly dug trees, palms and shrubs Do not prune prior to delivery Do not bend or bind -tie trees or shrubs in such a manner to damage bark break branches or destroy natural shape Provide protective covering during delivery D Deliver trees, palms and shrubs after preparations for planting have been completed and plant immediately If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade protect from weather and mechanical damage and keep roots most De, Pot remc,e costa -ea- crow' stock Lem costa serS -(tieg t F Label at least one tree, one palm and one shrub of each variety with a securely attached water proof tag bearing legible designation of botanical and common name 1.05 JOB CONDITIONS A Proceed with and complete landscape work as rapidly as portions of site become available B tJtilities Determine location of underground utilities and perform work in a manner which will avoid possible damage Hand excavate as required Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned C Excavation When conditions detrimental to plant growth are encountered such as rubble fill adverse drainage conditions or obstructions, notify Landscape Architect before planting D Planting Schedule Where applicable, prepare a proposed plantng schedu'e Schedule dates to establish a logical sequence for completing each type of landscape work to avoid damage to other landscape work and work performed by other disciplines Correlate with specified rna,ntenance periods to provide maintenance from date of substantial completion Once accented se (dates cm., as abproPed n writ ded after :ice: qestat ce of 'easods `or do'ay 1.1 Coordination with Lawns Plant trees palms and shrubs after final grades are established and poor to p'anting of lawns unless otherwise acceptable to Landscape Architect If panting of trees palms and shrubs occurs after lawn work protect lawn areas and promptly repair damage to lawns resulting from planting operations 1.06 SPECIAL PROJECT WARRANTY A Warrant lawns through specified mainttdnance period and until final acceptance The equIred period is for one full year following Instp,I.Ition of lawn areas B Warrant trees for a period of one year after date of substantial completion against defects death and unsatisfactory growth except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape Contractor's control C Warrant shrubs for 1 full year after date of substantial completion D Remove and replace trees, shrubs or other pants found to be dead or in unhealthy condition duPidg warranty period Make replacements during growth season following end of warranty peradn Replace t,-ees anic shrubs are ,n comitfa; ceno.t.on at ego of 'a ,i -a -t, pe" oh, unless in opinion of the Landscape Architect, it is advisable to extend warranty period for a full growing season or for one full year 1 Another inspection will Inc conducted at end of extended warranty period to determine acceptance or rejection Only one replacement will be required at end of warranty period except for losses or replacements due to failure to comply with specified requirements PART 2 PRODUCTS 2.01 TOPSOIL A If topsoil is not available on site t must be fiumished as specified Throughout all parts of site where finish gravies and contour lines differ from existing contour lines bring to finish grade contours shown on "Grading Plan " B Topsoil shall be friable fertile sod with representative characteristics of area soils It should be fisse of cc, S F:Y:tra''CC,S me s set .sicas and etser rc.egn matter greatei- than 1 1/2" in diameter It shall not contain noxious plant growth tsuch as her muda or nut grass) It shall test in neutral Ph range of 5 0 to 6 75 and contain no toxic substance that can he deemed to impede plant growth The contractor shall be prepared to have soil lab -tested at his expense by the Landscape Architect Topsoil shall comply with the following quantative analysis Cr MPONENTS Organic Matter Sand Ciay VOLUME MEASURE 3 - 5% 10 - 25 - 75/1,5 - 25's 0 002 2.02 SOIL AMENDMENTS If hasessasi to ag se ' We abc,,e spec fed ts A A L.me Natural :imestone JDo;omite) containing not iess tnan 85-ai of total carponatcs ground so that riot less than 90% passes a 10 -mesh sieve and not less than 50(-P passes a 100 mesh sieve B Peat Humus or Peat Moss Texture moisture and pH range suitable for intended C Humus Soil Conditioner Consisting of yard trimmings and biosolids co -compost D Commercial Fertilizer Complete fertilizer of neutral character with - 50H of the total nitrogen in a water insoluble form It shall be uniform in composition, dry and free flowing E PARTICLE SIZE 0 05 to 0 002 MM 0 2 to 0 05 MM MM and below 3.01 LAYOUT A Layoct incsyclua bees amid sip uo ioeatiasis unci areas for maitipie piantirigs Staiise icoatiosis and outline areas and secure I andscape Architect's acceptance before start of planting work Make adjustments as maybe required 3.02 PREPARATION OF PLANTING SOIL A Before mixing clean topso,1 of roots plants sods, stones clay lumps, and other extraneous materials harmful or toxic to plant growth B Mix specified soil amendments and fertHzers with topsoil at mtes specified Delay mixing of fertilizer if planting will not forcw placing of planting soil wi'.h'n a few days C For planting beds mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before p'arsting 1 Mix Innie with dry soil prior to mixing of fertilizer 2 Prevent lime from contacting roots of acid -loving planes D Rie .e sge C. C. C C 3.03 PREPARATION FOR PLANTING AREAS (To inchicie 1 awn and Planting Bed Areas) A Spread a layer of 2 to 3 inches of humus soil conditioner over the entire planting area Planting areas shall include all new sod areas shrub areas and tree areas These areas shall be as large as 3 times the diameter of the beds of the plants except where confined by hardscape features such as paved parking areas, paved walk ways structures etc Overlapping areas shall be considered to be one large planting area for the entire mass The humus soil conditioner shall then be uniformly disked, tilled or aenfied ,r.to the existing soil to a depth of 6 to 8 inches with the following exception no rctotiting shall occur closer to the trunks of established plants than one half the distance to the dopline of the existing plant canopy All plants including hedges and ground cover shall be p;anted in individually dug ho'es and the material dug from the holes shall then be further mixed with the prepared site soil prior to backfilling of the planting holes around the roothalls 3.04 PREPARATION FOR PLANTING LAWNS A Preparation of Unchanged Grades Where lawns are to to pianted in areas tnat have riot been altered or disturbed by excavating grading or stripping operations, prepare soil for lawn planting as follows Till to a depth of not 1ess than 6' apply soil amendments and initial fertilizers, remove high areas and fill in depressions till soil to a homogenous mixture of fine texture free of lumps, clods, stones roots and other extraneous matter 1 Prior to preparation of unchanged areas remove existing grass vegetation and turf Dispose of Se h material outside of Owner's property do not turn over into soil being prepared for lawns B Elsewhere Loosen subgrade of lawn areas to a Painimum depth of 4" Remove stories over 1 1/2" in any dimension ands sticks roots rubbish and other extraneous matter Limit preparation to areas which will be planted promptly after preparation Spread planting soil mixture to minimum depth ieourred to meet lines grades and after l,get aatpiai se.tt.ea loot 2 Place approximately 1/2 of total amount of plantng soil required Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil 3 Allow for sod thickness in areas to be sodded C Grade lawn areas to smooth, even surface with moose uniformly fine texture Roll and rake and remove ridges and fill depressions, as required to meet fin'sh grades Limit fine grading to areas which can hr planted immediately after grading D Moisten prepared lawn areas before planting if soil is dry Water thoroughly and allow surface moisture to dry before planting lawns Do not create a muddy soil condition F Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting 3.05 PREPARATION OF PLANTING BEDS A Loosen subgrade of planting bed areas to a minimum depth of 12" using a cultimpther or s lar cd,,icment Remceee stc-us caa: e I mess cr. ai-O St CKS St,_ -es sip sh and other extraneous matter Spread planting soil mixture to minimum depth required to meel lines, grades and elevations shown after light rolling and natural settlement Place approximately 1/2 of total amount of planting soil 'equired Work into top of loosened subgrade to create a transition layer- then pace remainder of the plantmg soil Add soil amendment B Excavation for Tress and Shrubs Excavate pits beds and trenched with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage Loosen hard subsoil in bottom of excavation 1 For balled and hurlaipped lB & B trees and shrubs), make excavations at least half again as wide as the bail diameter and equal to the ball depth 2 For container grown stocks, excavate as specified for baked and burlapped stock adjusted to size of container width and depth C Dispose of subsoil removed From landscape excavations Do not mix with planting soil or use as F exsa...at css fca t-ces as d shams t' Etc' aed asew pc.ace'ate .(3t befeie. planting 3.06 PLANTING TREES, PALMS AND SHRUBS A Lay out individual trees, palm arid shrub locations and areas for multiple plantings where required Stake iocat'ons and outrine areas and secure I andscape Architect's acceptance before start of plant ng work Make ad;ustmeros as may be required B Set balled and burlapped (B&B) stock on laye of compacted planting soil mixture, plumb and center of pit or treni h with top of ball at sonic tlevatmon as adi,icert finished landscape grades Remove burlap from sides of balls retain or bottoms When set, place additional backfill around base and sides oif bail and work each layer to settle backfill and eliminate voids and air pockets When excavation is approximately 2/3 fell water thoroughly before placing remainder of backfill Repeat watering until io more is absorbed Water again after placing final layer of backfill C Set container grown stock as specified for balled and bsrlapped stock except cut cans on 2 sides with an approved can cutter remove bol'ems of wooden boxes after partial backfilling so mis ect to gamaae sect ba. s D Dish top of backfill to alloys for mulching E Mulch pits trenches and planting areas Provide not less than fol:owmg thickness of munch and work into top of backfill and finish level wth adjacent finish grades Provide 3" thickness of mulch F Guy and stake trees immediately after planting . as indicated 3.07 PRUNING A All pruning shall be done on the site before planting as directed by Landscape Architect Pruning shall fellow modern horticultural practice (Grades and Standards for Nursery Pants) and shall be done with approved tools designed for the purpose intended Lopping, topping, or shearing of trees or shrubs will be grounds for rejecting the plants as unsuitable and not meeting requirements Damaged scarred, frayed, split or skinned branches, limbs or roots shall be pruned hack to line wood nearest to the next sound outside lateral bud, branch limb or root The terminal leader or bud in all trees or shrubs shall be !eft intact and not removed ess damages: B Prune thin out and shape trees and shrubs Prune trees to ietain required height and spread Unless otherwise directed by Landscape Architect do not cut tree leaders and remove only injured or dead branches from flowering trees if any Prune shrubs to retain natural character 3.08 SODDING NEW LAWNS A Lay sod within 24 hours from time of stripping B Lay sod to form a sold mass with tightly fitted joints But' ends and sides of sod strips, do not overlap Stagger strips to offset joints in adjacent coarse'.., Work from boards to avoid damage to subgrade or sod Tamp or roll tightly to ensure contact with subgrade Work sifted soil into minor cracks between pieced to sod remove excess to avoid smothering of adjacent grass C Water sod thoroughly with a fine spray immediately after p'.idting 3.09 MAINTENANCE Beg " a ete-ace maded atelv after P'Tt-t-.:1. Maintain trees palms shrups aria otner plants irit.1 final dceptance but in no case less than following period 30 days after substantial compretion of plaiting Maintain trees palms, shrubs and other plants by pruning cultivating and weed:ng as required for healthy growth Restore planting saucers Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical posbn as required Restore or replace damaged wrappings Spray as required to keep trees and hrubs free of insects and diseases Remove and replace exclusively pruned or misformed Sloe/resulting from improper pruning Maintain !awns for pot less than the period stated below aid Binger as required to establish an acceptable ;awn 1 For trees, palms and shrubs provide fertrirzer with not less than 6',d, avadat,:e phosphoric acid (3'4) nitrogen and 6riS soluble potash 2 For lawns provide fertilizer with not less than 6(1(:, phosphoric acid and potassium and percentage of nitrogen required to provide not less than 1 lb of actual nitrogen per 1000 square feet of lawn area Provide nitrogen in a form that will be available to lawn during initial period of growth 2.03 FLAW MATERIAL A Pant list 5 part of this specification section Ouality Trees palms. shrubs arid other p'arts shall conform to the standards for Florida No 1 or better as given in the latest ed bon of Grades and Standards for Nursery Plants State Plant Board of Florida C Deciduous Trees Provide trees of height and ca!iper Isted or shown and with branching configuration for No 1 graded trees in Grades and Standard for Nursery Plants for type and species required Provide single stem trees except where special forms are shown or listed Bail condition variable D Coniferous and Broadleafed Evergreens Provide evergreens of size snown or listed Dimensions indicate minimum height and spread Provide specified quality evergreens with well-balanced form complying with requirements for other srze relationships to the primary dimension shown 2.04 GRASS MATERIALS Ar C'3SS Semi' cm Ps: de Lesh oean Pe.i..-c-cc seen comm :n estard, sec' •„eseaa:-ce le, purity and germination Provide seed of grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as specific.d Attach a schedule of requirements B Sod Provide strongly rooted sod free of weeds and undesirable native grasses capable of growth and development when planted 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A Ground Cover Provide plants established and well -rooted in removable contain, ims or internal peat pots and with not less than minimum number and length of runners specified B AntpErosion Mulch Provide clean, dry mulching hay or straw of coastal bermuda pangoia or bahra grass Only undeteriorated mulch which can be readily cut into the soil shall be used C Mulch Melaleuca or equal D Stakes and Guys When required provide stakes and deadmen of sound new hardwood, treated softwood or redwood free of knot holes and other defects Provide wire ties and guys of 2 -stench se.:( e' at'e ga',an zsd 'se get ' sMter thae '2 ga z'o-coated turnbuckles Provide riot less than 1/2" nose cut to required lengths to protect tree trunks from damage by wires PART 3 EXECUTION F 0 1 Sodded lawns, not less than 30 days after substantial ompleton 2 Seeded lawns not less than 60 days after substantial cuipletion Maintain lawns by waterudg fertilizing weeding mowing trirming, and other operations such as rolling regrading and replanting as required to establish as,mooth, acceptable lawn free of ercoed baie meas Landscape Contractor us responsible for watering all sod ,nd plaint ma tenals from day of adsta;:ation through final acceptance even if irrigation is not in ilace, unless the responsibility is assumed in writing by another party 3.10 CLEANUP AND PROTECTION A During landscape work keep pavement dean and work area in a) orderly condition B Protect landscape work and materials from damage due to ladscape operations, operations by other contractors and trades and trespassers Maintain prtection during installation and maintenance periods Treat, repair er replace damaged lar,dscaF: work as directed 3.11 INSPECTION AND FINAL ACCEPTANCE A When landscape work is completed including maintenance, Indscape Architect will, upon request. make an inspection to determine acceptably Landscape work may be inspected for acceptance in parts agreeable to Lanscape Architect, provided c off° f C r S e t S 0 Cte ,,c . g dieteanoe B Following Inspect:0ms) I andscape Architect will prepare a listincof outstanding items to be addressed prior to final acceptance Final acceptance will he \ferr once the outstanding items are completed and the work performed to the satisfaction of he Landscape Architect and Owner C Seeded lawns will be acceptable provided requirements including-naintenanee, have been complied with, and healthy uniform close stand of speced grass is established free of weeds bare spots and surface irregu'aites 105, coverage required for acceptance) • Sodded lawns wit be acceptable provided requirements, ncluding raintenance, have been complied with and healthy well -mooted eyen-celored, vraie lawn is established, free of weeds, open joints and bare areas 195') coverage recirred for acceptance) Where inspected landscape work does not comply with requirements. eplace rejected work and continue specified maintenance until reinspected by Landscipe Architect and found to be acceptaiDe Remove rejected plants and materials promptly fmn project sate 3.12 IRRIGATION A An automatic irrigation system providing 100") coverage with 50(s", overlap is.;0 be provided B Provide an as built drawing of the irrigation system to the I andscape Architec PLANT SCHEDULE TREES STREET TREES SHRUBS MULCH CODE QTY BOTANICAL NAME / COMMON NAME CD 2 Coccoloba diversifolia # + * / Pigeon Plum LM 2 Lagerstroemia indica 'Muskogee' / Muskogee Crape Myrtle 0V1 3 Quercus virginiana + / Southern Live Oak (16') TH3 2 Tabebuia heterophylla / Pink Tabebuia CODE :QTY BOTANICAL NAME / COMMON NAME Q\/2 CODE 1 Quercus virginiana 4 + / Southern Live Oak QTY BOTANICAL NAME / COMMON NAME COD 22 Codiaeum variegatum 'Mammey' #1 Mammey Croton TI 20 DIE FIC2 HIB JAT Cordyline terminalis 'Red Sister' / Red Sister Ti Plant 8 Dietes iridioides / White African Iris 63 Ficus m c ocarpa 'Green Island' / Green Island Ficus '13 u Hibiscus x #1 Hibiscus 10 Jatropha integerrima 'Compacta. # / Jatropha 1SCH2 30 Schefflera arboncola ‘Trinette‘ / Schefflera CODE QTY BOTANICAL NAME / COMMON NAME MULCH 1.039 (Verify IS Y In field) Mulch / Melaleuca (or approved equal) SOD St Augustine Flontam Verify S F in field SPEC IFS 1- kON,1 mini OF PAP ,',F'PPI,VE-D PLANT LIST INDIC,V ES NATIVC ;4' F C E -.S l'JD ATES MED UM H'GH DROJGHT TOLERANT SPECIES AS CLASSED IN HE SOUTH FLORIDA MANAGEMENT ERISCAPE eve,- C.,DE. Il REMARKS 10' ht , spm., 2.5" cal. (Shade tree) ht min , 3' spr . 1" cal , purple (Accent Tree) 16' ht, spr., 5" cal. (Shade Tree) 6' ht. min , 3' spr.. 1" cal.. (Accent rree) REMARKS 15' ht. 6 Si'. 3" cal. REMARKS #3 min , 4 plants per pot. 16-18" ht x 16" spr. #7, 36" ht. x 24" spr , 3plants per pot min #3 min., 24" nt. x 20" spr full dense clump #3 min , 12" ht., x 12" spr., 24" 0.0 , full #7 min., 24" ht. x 18" spr., 36" o.c., full to base #7 min 24" ht. x 18" spr., 36" o.c., full to base #3 min 24" ht. x 24" spr . 24" o.c , full to base REMARKS All Planting Beds to Recieve 3" Melaleuca mulch, or equal. Trees located within sodded areas shall receive 3" shredded mulch in a min 3' diam ring No more then 1" of mulch shall be placed directly adjacent to the trunk of the tree Landscape Data: Lot 43D (10,409 SF lot size) MINIMUM LANDSCAPE REQUIREMENTS PER LOT INTERIOR: 5 shade trees; 4 accent trees; 75 shrubs; 60 ground cover PLUS additonal 1 shade tree; 1 accent tree; 20 shrubs for each 2.000 SF of lot area over 12,000 SF REQUIRED 5 shade trees 4 accent trees 75 (24" - 36" HT) shrubs PROPOSED (see plant list for specifications) 5 shade trees 4 accent trees 166 layered height shrubs. 20 large @ 36" ht. 61 medium @ 24"14 85 small/ground cover @ 12" I -it MINIMUM STREETSCAPE REQUIREMENTS (PER LOT): REQUIRED 1 street tree / 40 L F. of lot frontage 53 99' lot frontage/ 40 = 1 35 trees Notes' PROPOSED 1 street tree 1. All required plant material shall conform to the standards for Florida No. 1 or better, as given in "Grades and Standards for Nursery Plants." State of Florida, Dept. of Agriculture or equal thereto 2. Plantings to he 100% irrigated 3 All plant material to be pest. weed. and disease free 4 Trees shown on this plan are for graphic representation only Tree spacing is based on design requirements and the trees shown on these plans atte mpt to accomplish that spacing while maintaining the required setbacks from utilities. Trees may be field adjusted to avoid conflicts with underground utilities. In any case the trees shall be located in the field in accordance with the planting details shown hereon. Additionally trees are to be installed with a 10' separation from any water or sewer main &/or service, hydrants, and lift stations If a 10' separation cannot be achieved, the tree can be installed with a root barrier system Refer to the "Root Barrier" detail for installation requirements. 0 10 SCALE: 1" = 10' 20 1111M4.4*....h 30 09/09/13 ISSUED FOR PERMIT feet LOCATION MAP - LA STR 36 35 34 33 32 31 THIS 30 SURVEY 0 0. - SOD (TYP ) I H- o 0 urban design ki I day STUDIOS Urban Planning & Design Landscape Architecture Communication Graphics The Offices at City Place North 477 S. Rosemary Ave., Suite 225 West Palm Beach, FL 33401 P 561-366-1100 F 561-366-1111 www.udkstudios.com LCC000035 Copyright All ideas, designs, arrangements, and plans represented by this drawing are owned by and the property of the designer, and were created for the exclusive use of the specified project. These ideas, designs, arrangements or plans shall not he used by, or disclosed to any person, firm, or corporation without the written permission of the designer. Date: Project No.: Designed By: Drawn By: Checked By: December 14, 2011 10-049.001 TLD TLD WT Submittal Dales : Comments 09-09-13 Issued for Permit Co PLANTING PLAN LOT 43, BLOCK D STONEH ILL - L (AMBASSADOR COLLECTION) LP 1 of 2 SLOPE DOWN .02 El./FT FINISH GRADE 3/4" RADIUS 3,000 PSI CONC. MIX 0 28 DAYS. MAX. SLUMP 5" 12^ COMAPACTED SOIL 3U8CRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR SIDEWALKMAXIMUM DRY DENSITY. �/`T|/lN �������`� TYPE A JOINT W/ 1" DEEP JOINT SEALER TYPE B JOINT 1)/2^ DEEP SAW CU[ CONTROL JOINTS © 5'-O^ 0/C. EVERY 25'-O^ MAX. CUT ALL THE WAY THROUGH THE SIDEWALK. NOT ES: 1. CONCRETE TO BE TYPE I 3000 PST. 2. USE OF REINFORCED CEMENT IS PROHIBITED 3. 4" THK. MIN. (1YP.); 6" THK. AT DRIVEWAYS, EXTENDED TWO -FEET BEYOND DRIVE, ON BOTH SIDES. 4. SIDEWALK SLOPES SHALL MEET THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. 5. CONSTRUCT EXPANSION JOINTS AT SPACINGS SHOWN ABOVE; a) AT POINT OF CURVATURE b) AT ADJOINING STRUCTURES a) Al THE END OF DAYS WORK. RADIUS / --~---------- 4 12" COMAPACTED SOIL SUBGRADE SHAI L BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. �[��[K EXPANSION JOINT �`_..`� � '` `�`^.. °`'..`. |O\G|TUFl|KJA| SILT FENCE AT PERIMETER 27 ?,42 �~. V * � 44._� '--DHIS SURVEY LOCorIUw MAP NU I 11.1 °AcALF7 PROPOSED PAVER AREA = 1623 SQ. FEET � �PL0 PLAN MODEL STONEH0-VER-GAR-L � PARKLAND GOLF & COUNTRY CLUB x u. Lorzw yLOC Ko GOLF COURSE PARCEL G LOT 43 BLOCK / MODEL PROPOSED 2 STORY C.B.S. RESIDENCE F.F. CAR.a, .01 cr 5,4 PROP. 16' PAVER DRIVEWAY 2J'-0^ WIDE C0NS1RVCTION ENTRANCE -- THROUGH SILT FENCE. i PAO 9-3-13 JOB NO.: ===^�^�"^^"^",^""",=."`,�^. ^"�.`"' "cru,. °xmmo°n�"�un^v��c`/.um - HOMESITE - |N3[NL ROCK OVER CEO -FABRIC UNDERLAYMENT FOR STABILIZED ENTRANCE (#57 STONE OR LARGER) � \ BACK OF CURP LIP OF GUTTER OR EDGE OF PAVEMENT 20' MIN� NOTES 1. ROCK AREA TO BE MINIMUM OF lO'-v 20' x 4" DEEP AND PLACED OVER GE0-FABRIC UNDERLAYWENT 2. ROCK SHOULD BE FLUFFED, REFRESHED, OR REPLACED REGULARLY. TW BY 030415 CK'D �N L'� w�I(L4 �»��» %!/ �^' 24' PAVEMENT ' «wLcv CUTTER LEGEND: [11 CABLE ,IUNCT1ON BOX c r��nuw m CLEANOUT0� CONCRETE MONUMENT o , ELECTRIC SERVICE � ELEVATION, ' AS -BUILT ELEVATION, PROPOSED SMPFIRE HYDRANT LOT 42 BLOCK ZIG-ZAG LINE REPRESENTS S0 FENCE � � � o IRScC LB2936, SET 1/2' LIGHT POLE - CONC. 4 LIGHT rnLE-umAL MANHOLE - SANITARY SEWER 0� MANHOLE - STORM SEWER 4 NAIL & TIN TAB • NAIL & DISC \// SANITARY Srnwcc(s) � TELEPHONE JUNCTION BOX o WATER METER X WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS HOME SITE BMP STABILIZED [NT��N(` u//�muz-�-u u�/.�/�/�u A -N/A B - N/A C - 1" HDPE, SDR 11, 2D0 PSI D - 1" x :Y4" METER STOP (PACK jt x METER SWIVEL NUT), FORD B43 OR EQUAL E - POLYPLASTIC SINGLE METER BOX W/ PLASTIC READER CARSON INDUSTRIES MODEL 1015-5 (SEE NOT 6). F - 5/8^ x %4^ METER SENSOR METER WITH PROREAD ENCODE AND MINI PIT PAD WITH 6'-0^ OF WIRE. (SEE NOTE 7). G - 3/4^ x 1" DUAL CHECK VALVE (METER SWIVEL x MNPT). W|LK|N3 MODEL 700, OR EQUAL (SEE NOTE 7). H - 1" x 1" PACK J[ COUPLING (FNPT x PACK JT), FORD C14. OR EQUAL. (SEE NOTE 7) NO1ES 1. CONTRACTOR SHALL SET METER BOX. METER BOX TO BE SET IN GRASSY AREAS UNLESS OTHERWISE APPROVED BY THE CITY. Z. SUCCESSIVE TAPS INTO THE. WATER MAIN SHALL HE 18" CENTERS (MIN.). 3. MINIMUM COVER FOR S[RV|CE LINES SHALL BE 2'-U" 4. CONTRACTORS SURVEYOR SHALL. CONFIRM LOCATION OF R/W LINE, BEFORE SETTING METER BOX. 5. J" SCH. 40 PVC CASINOS REO'D FOR ALL SERVICE LINES CROSSING ROADWAYS, 3|DEWALKS, OR OTHER PAVED SURFACES. 6, CITY SHALL INSTALL AUTOMATIC MET ER READER (AMR) IN LID OF METER BOX. COORDINATE HOLE DIAMETER W/ AMR SUPPLIER. FILTER FABRIC MATERIAL -8ACKRiLFD TRENCH TILT ER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS \ APPROXIMATELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED , W/ COMPACTED BACKFILLN4 WOOD POST ` / MATERIAL.. V -- --RUNOFF APPROXIMATE 4" x 4" TRENCH ��q�---------�-- M `/ = 04, PLACE. THE END POST OF THE '-'-- - ----- SECOND FENCE INSIDE THE POST DIRECTION OF RUNOFF WATER STANDAD SILT T�N/`� uvu� OF THE FIRST FENCE. ROTATE BOTH POSTS AT LEAST 100' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. DRIVE BOTH POSTS ABOUT 10" INTO THE GROUND AND BURY THE FLAP. 1" SINGLE WATER S UV/ 5/8" � /L'' ��[T-[J ,,/ x .// /v/�_/]` MIN. LENGTH EQUAL TO BASE THICKNESS. TROWELED CONCRETE EDGE / RESTRAINT. 4" LIMEROCK BASE. CONCRETE PAVER 23/8" (60 MM) MIN. THICKNESS 1" (25 MM) BEDDING SAND COMAPACTED SOIL SUDGRAD[ SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. N8[ES l, USE 5:1 (AGGRECATE:CEMENT) MIX FOR CONCRETE EDGE. 2. RECOMMENDED FOR NON --FREEZE THAW AREAS. J. CONSTRUCTION OF THIS DETAIL CAN BE USED ON RESIDENTIAL DRIVEWAYS IN NON --FREEZE THAW AREAS. 4. THICKNESS OF BEDDING SAND WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. n-|m/uAL </]E~|l[KT|nL DRIVEWAY W/ T�(1UU��[� /`[lN[`��T� ���� ���-�NNT ./``/,v_��-u u`�/vw`_/_ EDGE /��_~/ /`/�./. CLEAN OUT ] ['----�-~ -�� -|-----^ 4" SEWERFROM HOUSE CITY SEWER ��[VV� ��,,� COuu \\ECTION The use of these specifications and plans shall he restricted to he original client and site f or which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in port, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc, L� 0 O� --------- CD __ SPECIALTY LNQNEERIhG CONSULTANTS, Inc 1599 SW J0h AVE. SUITE #20 BOYNTON BEACIT, EL 33426 DADE - BROWARD - PALM BEACH Ft CA. #009217 561 752 - 5440 OFFICE FILE NAME. atr:ot_to|LLot43d 3CALE ° . 1/� DA|E 9/11 /7[l1� /'_° `'RVD. BY C.K�CD. _ E3 D REVISION Sfrp k 1 011 SEAL GARY McDDUCLE. PE SHEET # FL #56214 OF V -(N 3,, AM/ -7 L V REVISIONS (1) MODELS -FOND -JILL LOT 43D SECOND FLOOR PROJ LC1; NO: 2b00000 DA I L.: U3 NI BRAWN BY. Al CHR D BY: Al SCALF: 1/," = 9/18/2014 12:47 PM 4" • TA7-(e ..rnt:I 1H,.-tc,t-rp:'.!Ht3 1221titt'l e r f 0 ye,LJ 1Th1 9,13 t _13 Pro thermal 33r 1-,e,F,12..:.r to co,,,toy 4 TAOLEP2903,2 MAXIMUM FLOW HATES AND CONSUMP TION FORI PLUMBING FIXTURES,-Arrkla FIXTURE ETTINGSb AND APPLIANCES PLUMBING FIXTURE PLUMBING FIXTURE OR FIXTURE FlrfING OR FIXTURE Frr-Tvo .Lavotory 1 1.5 opm ;.It 15Dpsi 92)-1.5 8ttp;,;i 2.2-1.5,2.pni ;it Sta fauct-:1 NA2ttet- (.11t)su. 0-14 lln11(1:: e2A10;1-;t,,,:r (:y(.1c or (kcsick2,ffijaIj `3151-'1\511,T CerUlie:1 Y'rft" Sigr010111x,T tittinut.c.3 755 [.)ound po squriFe. inch 6 1c25 3. A J°133;d1ttllgi 'F,13ower spray alsr,) ,15liowe,rhd cunskirm)t;Km '1lfT01';'1 SnindatASI pk;]' por 1por bot Lei -HI -R(1) ' '11 14 1-1-,3;111e. 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LINES - 3/4 & 3/8 SLLt t 1 I<LIL„ih ?'• g • ;)11M••• 2ND • 0:-/ 214x14 X L ‘4 0 0 Nb ''7 555 55 X VS 12,6. r 16-7 h tcl-r ,f\J I: ‘"""" , • • ov- I -Al 4,4 Galtrkti Noto hie ti,EAs, AN{1 HANs KAAlf,0 Rifl4MOCI) MAMOIJ efie.,4 bYLUlegOftotlY f:# 'I Cf CfXANo mpf, ivomv. mai% 1s odsf.'OR AND IN M{NC0110q WITh 'LW WEEAMA) WLY NONE OF WON KA% DEZNA AfoUNOF.44.641N ANf) PLANS sNAIL NE Ow 5551=1 DifOAX40 10 MY PEtikINAIM,S3f4 CoikPORAIION FEN ANT PURPOSE Wilt= r PMAIWAN sW*., AM pONIN1104.4i0 SA Mt,LNAAA-CAl. the4 . _ NEW riBiDENCEOR: L,0143°.,;40NailL,, a „ , NN„,m PARKLAND i/4' ,,,, 1 ' 11:39:52 am E: Monday, July 28, 2014 CL CC m i- J CL J 0 kJ I— 0 LU a 0LU LU 0 0 z 0 L.1-1 0 W w Q w CL LU CL w H C.9 O 0 Z 0 U 0 Z U) Z 0 LI)z LU 0 J J O u, w J Ca Q,© 0 © U) m z0 c�¢ LLJO ca J U_ O CL 0 CL LU F-- 0 Z m 0 w z 0 LU Ca Z 0 U) CATED OR REPRESENTED BY TH 0 Z z U) F— Z LU U-1 C9 z >— Z 0 F- 0 Lu 0 J V U) 0 ce 0 >- m 0 LU V) W Ca J -J U) U) z 0 z w Lu C7 z Z C9 CC LU J J 2 U) U) 0 F— Z 0 U z 0 J V LU 0 w U Z W 0 LU U - J -J . NONE OF SUC CL CL 0 w U - U LU U) LU F— r�t] 0 U) Cn z 0 E 0 z 0 U 0 Z U) z 0 1-4 CL U_ 0 U) z 0 0 z LU ce Z O Z U_ 0 0 w L F- 0 Z w m F— w U U_ U_ 0 B9 MASTER BEDROOM B12 BEDROOM 3 812 89 IV EN KP cv B10 SD/CO B14 C B14 814 LU SD, B12 B13� OFT 11 60'H - C ACCESS / \ \ B10 L B13 \ \ 8144 6614 FF "I BELOW SWITCH ii ii B2,4 a u\ II ATTIC AHU #2 814 DISCNN, 816 UILT—IN SD/CO B10 B10S®O 811 STRUCTURED -PANEL. 813 B16 B10 BEDROOM � A31 DRY B13 A20-- 816 0 6 SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/411=11-0" 1316 BEDROOM 4 B 168 B16 B16 ELECTRICAL LEGEND SYMBOL DESCRIPTION 9 GFI f AP a ►io U 3 4 U 0 VP DB [CHIME SD D/C0 FST1 WP MD CAM DUPLEX RECEPTACLE, 15 AMP., 120V., (M.H. = 12" A.F.F,), TAMPER RESISTANCE SINGLE RECEPTACLE, 20 AMP., 120V., COORDINATE M,H. WITH EQUIPMENT GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 15 AMPS., 120V GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 15 AMPS., 120V WEATHERPROOF DUPLEX RECEPTACLE, 15 AMP., 125V., TOP HALF SWITCHED, M.N. = 12" A.F.F. UNLESS OTHERWISE NOTED 120 V. SPLIT WIRE DUPLEX RECEPTACLE (HALF FOR DISHWASHER AND HALF FOR GARBAGE DISPOSAL) FLOOR MOUNTED DUPLEX RECEPTACLE, 15 AMP., 120V. FLOOR MOUNTED DUPLEX RECEPTACLE, 15 AMP., 120V, SPECIAL PURPOSE OUTLET 220 V.. COMBINATION TV/PHONE OUTLET TV SATELLITE SYSTEM JUNCTION BOX, MOUNTING AS SHOWN ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEET(S) FOR DETAILS EXHAUST FAN DISCONNECT SWITCH MOTOR STARTER SINGLE (TWO POLE) SWITCH 120V., 15 AMP. (M.H,=44"AFF) SINGLE (THREE POLE) SWITCH 120V., 15 AMP., (M.H.=44" AFF), 3 -WAY SINGLE (FOUR POLE) SWITCH 120V., 15 AMP., (M,H.=44" AFF), 4 -WAY PUSH BUTTON FOR GARAGE DOOR OPENER RECESSED CAN FIXTURE RECESSED CAN FIXTURE- VAPOR PROTECT DIRECTIONAL DOWN LIGHT FIXTURE - TO BE SELECTED BY OWNER LIGHTING FIXTURE, SUSPENDED MOUNTED RECESSED INCANDESCENT LIGHT FIXTURE LIGHTING FIXTURE, WALL MOUNTED DOUBLE FLOOD LIGHT SURFACE MOUNTED BAR LIGHT FIXTURE WALL MOUNTED AT 86" A.F.F. STRIP LIGHT. 2' X 4' (2 TUBES) FLUORESCENT LIGHT FIXTURE DOOR BELL CHIME, VERIFY MOUNTED HEIGHT IN FIELD THERMOSTAT SMOKE DETECTOR COMBINE SMOKE/CARBON MONOXIDE DETECTOR SATELLITE PHONE JACK - PREWIRE ONLY WATERPROOF GROUND KEY PAD CENTRAL VAC SPEAKER MOTION DETECTOR CAMERA LEFT HAND SET TO THE HEST OF MA KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WTFH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 07-28-14 Sang-Yub Lee P.E. Florida No. 72328 A Toll `Bro • - ,6Inc. Company • PHILADELPHIA ■ DALLAS ■ • ORLANDO • SEATTLE ■ FLORIDA DIVISION • (407)248-5800 • FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 ■ ORLANDO ■ FL. 32819 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO RJ -77775 11/14/13 SL 2\ROOF REV. 01/10/14 SL 3\ RFI #86729 05/08/14 SG l`+\ AS -BUILT 07/28/14 SL SET REVISION INFO SHEET DESCRIPTION 2ND FLOOR ELECTRICAL LAYOUT PROJECT NAME PARKLAND GOLF & CC—MONOGRAM BROWARD COUNTY LOT/BLOCK TBI NUMBER MODEL STONEHILL 0043 0043 ELEVATION NAME VERSAILLES SHEET NUMBER E3 SERIAL NUMBER 1010.0 11:39:47 am Monday, July 28, 2014 11- 1-1 LI1 0 0 Z Q Z U) 0 Lu U) ce O LL - 0 w a wLUF- LU o 0 z o Lu 0 UJLLI0 ce Lu ce F-- 0 w F -- C7 w LU Ce a 0 U Lu 0 z z WING ARE OWNED BY AND THE PROPER 0 CCLU w 0 U) w U) 0 a. a >- z oc 0 U- 0 I- O a oC O U 0 U) CLQ LLJ I-- 0 CC OB AND TOL TIONS ON THE 0 Z 0 U 0 z U) z 0 i z LU 0 J -J Ce 0 LU J m U) z 0 a Ua cnew LL Lu m z- 0 O ¢ aC J Ce O E USED BY OR DISCLOSED TO ANY NSIONS CONTRA Vi z g 0 0 w U) w I— CO z 0 U) U) z 0 0 z 0 U 0 z U) z 0 EDENCE OVER SCALE LANS INDICATED OR REPRESENTE TIONS FROM THE D ce c9 0 0 LU U- z 0 Vi w oc m Lu ce CO w J u 0 LI- I— 0 GFI/WP A23 —_0- - POOL EQUIP A29 PANEL "P" A24 A29 BREAKFAST AREA \ 8A29 0 TV 9 GO 0 A21 GFI GF A25 A23WP WP TO POOLI LIGHTS A23 I A23 CCIVEQ LANAI A23 I CU c'J rte-{\ CV MD A21 0 A28 HB } 4 A21 HOOD_ B18 A15 A10 A99 GO • GFI GREAT ROOM 0 A21 A28 All Grl All A 1 GAS COOKTOP _ __-__.__-- Al (Phi I i Al?------ A9 GRI GEI GOU RM E I A24 \ ITC H E N HL4 • .\ • to) `A24'All A24 F1 i �_ 4 \\ - -ATO, A24 A21 LOCATION SHALL BE VERIFIED BY P.M. A21 A21 A21 In A28 SD/7B10 BEDROOf� A21 A9 GE 1 17 A5,7 OIVENI; A1i A15 � • A21 A24 A22 I LIGHT_ A2 A21 ?3-Q L1 / A28 / .._ A28 r.- II -fJr I A28 bA28 GFI A27WP CV I 15 3 TV ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR ALL REQUIREMENTS FOR THE A/C UNIT . SHALL VERIFY EXACT BREAKER SIZE AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER ANY DISCREPANCY A27 GFI N 6,8 A Al 7(1? DINING ROOM 730 / A22 \� _I 820 KP T14,1, A27 A27 NEMA 3R NEMA 3R F A/C COMP #2 A/C COMP #1 FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4"=1'-0" All P J' A30 FOUR 3 ,A22 A30 A22 CV A8 IJ A27 SPRINKLER SOLENOID MB1 A30 A27 WP GFI KP 232 DOORB LLQ _1 J I I ( :I COVER EN`RY' \ ATO GHt ABOVE Irl Ti / \\ TWO CAR GARAGE A26 CLG. MNTD. RECEPTACLE FOR GARAGq DOOR OPENER Y4" EMPTY CONDUIT TO A27 2 GANG "J" BOX W/ ELECTRICAL_ LE RIcAL-_.,-_ BLANK PLATE IN GARAGE GO HB PANEL "B" PANEL "A" r� MB MA GFI/WP METER A27 A30 A30 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ELECTRICAL LEGEND SYMBOL DESCRIPTION Sang-Yub Lee P.E. O II (1? ?.) GFI GFI f lvu rDry (imp any • PHILADELPHIA • DALLAS • ■ ORLANDO • SEATTLE ■ FLORIDA DIVISION • (407)248-5800 ■ FAX (407)248-5899 2966 COMMERCE PARK DRIVE. SUITE 100 ■ ORLANDO ■ FL. 32819 DUPLEX RECEPTACLE, 15 AMP., 120V., (M.H, = 12" A.F.F.), TAMPER RESISTANCE SINGLE RECEPTACLE, 20 AMP., 120V., COORDINATE NLH. WITH EQUIPMENT GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 15 AMPS., 120V GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 15 AMPS., 120V WEATHERPROOF DUPLEX RECEPTACLE, 15 AMP., 125V., TOP HALF SWITCHED, M.H. = 12" A.F.F. UNLESS OTHERWISE NOTED 120 V. SPLIT WIRE DUPLEX RECEPTACLE (HALF FOR DISHWASHER AND HALF FOR GARBAGE DISPOSAL) FLOOR MOUNTED DUPLEX RECEPTACLE, 15 AMP., :120V. FLOOR MOUNTED DUPLEX RECEPTACLE, 15 AMP., 120V. SPECIAL PURPOSE OUTLET 220 V.. COMBINATION TV/PHONE OUTLET TV SATELLITE SYSTEM JUNCTION BOX, MOUNTING AS SHOWN ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEET(S) FOR DETAILS EXHAUST FAN DISCONNECT SWITCH MOTOR STARTER SINGLE (TWO POLE) SWITCH 120V,, 15 AMP. (M,H.=44"AFF) SINGLE (THREE POLE) SWITCH 120V., 15 AMP., (M.H.=44" AFF), 3 -WAY SINGLE (FOUR POLE) SWITCH 1.20V., 15 AMP., (M.H.=44" AFF), 4 -WAY PUSH BUTTON FOR GARAGE DOOR OPENER RECESSED CAN FIXTURE RECESSED CAN FIXTURE- VAPOR PROTECT DIRECTIONAL DOWN LIGHT FIXTURE - TO BE SELECTED BY OWNER LIGHTING FIXTURE, SUSPENDED MOUNTED RECESSED INCANDESCENT LIGHT FIXTURE LIGHTING FIXTURE, WALL MOUNTED DOUBLE FLOOD LIGHT SURFACE MOUNTED BAR LIGHT FIXTURE WALL MOUNTED AT 86" A.F.F. STRIP LIGHT. 2' X 4' (2 TUBES) FLUORESCENT LIGHT FIXTURE DOOR BELL CHIME, VERIFY MOUNTED HEIGHT IN FIELD THERMOSTAT SMOKE DETECTOR COMBINE SMOKE/CARBON MONOXIDE DETECTOR SATELLITE PHONE JACK • PREWIRE ONLY WATERPROOF GROUND KEY PAD CENTRAL VAC SPEAKER MOTION DETECTOR CAMERA O q TV1 O g [\1 I [1 0 O - 0- 3 VP I Po -)o9 - 0 V 22 X 34 = SCALE AS NOTED 1 DE31 [CHIME 0 SD dc/CQ SAT WP KP cv 1 [_SP 1 [MD_1 CAM] TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TOP APPLICABLE MINIMUM BUILDING CODE IN ERRED. AS OF DATE OF CERTIFICATION BELOW, 07-28-14 Sang-Yub Lee P.E. Florida No. 72328 f lvu rDry (imp any • PHILADELPHIA • DALLAS • ■ ORLANDO • SEATTLE ■ FLORIDA DIVISION • (407)248-5800 ■ FAX (407)248-5899 2966 COMMERCE PARK DRIVE. SUITE 100 ■ ORLANDO ■ FL. 32819 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO l._1, RJ -77775 11/14/13 SL /2\ROOF REV. 01/10/14 SL /3\ RFI #86729 05/08/14 SG AI AS -BUILT 07/28/14 SL SET REVISION INFO SHEET DESCRIPTION 1ST FLOOR ELECTRICAL LAYOUT PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER E2 SERIAL NUMBER 1010.0 : Monday, July 28, 2014 - 11:39:43 am x� - + o� m 0 • ce ce LL.. 1-4 [) < .°~ 0 c] LU m LLI zc E_ Lu c�0 0 < LU LU 0 Ci ce ce LU o' m PURPOSE WH un ce m 0 ce 0 oo 0 u- -J L.7 ce 0�� .. p - CO � LU u. / ce < c] 0 < o� 7e ce < ce CO u - O ce O >-- CO 0 LU 0 >- oo 0 LLI LU LU O 0 u- 0 0 SED NGEMENTS OR PLANS SHALL BE 0 0 CEDENCE OVER SCALE c* m ›- CO 0 0 0 0 0 un LLI LU CD LU 0 CO — J - J 0 [ L CAL | �J/� L'/�L |�U . THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE NEPA-70 2008 AND THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE #14 A.W.G. UNLESS OTHERWISE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG-IN. b. o. d. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS, CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GH) AS PER NEC 210-8(o). THIS SHALL INCLUDE BATHROOMS, GARAGE3, OUTDOOR RECEPTACLE3, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. ALL DWELLING UNIT FAMILY ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH AN ARC -FAULT COMBINATION TYPE INTERRUPTER PER NEC 210.12/A\ HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. b. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-73 ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN # 8 SOLID AS PER NEC 680-74 10. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TR|M\. 11. ALL RECEPTACLES SHALL BE TAMPER RESISTANCT. 12. SWITCH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. PANEL "P" 100 A. M.L.O. EMA 3R General LightingReceptacle & Load d Total � //� Square Feet ��/�� | ����k = General Lts � s Hi -Hats Rec ��� ���/-� C�7- ��V� ./^���. � | Total General Lits. ' �l m at 65 W/ ' g hts at 100% C� (Watts) [�A�� Ckts '� i� Watts/Ckt y��L"+ Watts Total General Lts General Lt � /\ Rec Panel A Rec Panel B 7 | �� � 7`| \ \/ �� � /\ �7 � /� �T > O\ ���� �J~f�� FPL TRANSFORMER 100 KVA fla (100 KVA) = 417 A © 240W1 : I LFT THRU = 417/7/1.6\ = 42'779A IT IS: NUMBER OF CONDUCTORS PER PHASE: CONDUCTOR LENGTH 'L': CONDUCTOR C VALUE: 2xLx| C x E L -L �.._1_ 1 #1 2 40' 7.493 2 x 40 x 42,779 ~~ 1.9023 7,493 x 240 1 f 1.9023 ~~ 0.3445 | SCA AVAILABLE FROM UTILITY x M = 42,779 USE 22K, A.I.C. RATED AT THE SERVICE USE 10K. A.I.C. RATED AT PANELS }VV���Bne|P { ^' Panel PANEL: 8V16VVDcrt. breaker VOLTAGE: 120/740\/-1Ph FEEDER: 2-#4& 1 -#10CWTHVVN& 1 #8 Cu (G.) in 1"C. Located at Pool Equipement -Verify with Pool Contractor for Location Description C x 0.3445 = 14,739 AMPS MAIN: 100 A. M.L.O. DeGCnOti0O 0mwer 20 Pool Heater (Gas) 1500 2 Bk Pole Wire 4 #12 Pool Pump 500 6 Pool Lights 8 2000 POOL AREA —T PANEL "A" 150 A. M.L.O. Total Connected Load Amps (watts I 240 wits) GARAGE . OUTSIDE GARAGE WALL PANEL 150 A. M.L.O. MAIN #2 OF 2 120/240 V. K UNDERGRDUND ELECTRICAL SERVICE FROM UTILITY COMPANY Watts Amps MAIN #1 OF 2 MAIN D|SCONN. ^A^ 150 A. C2) NEMA 3R CD K8 400 A. Space 20 C1) 2 SETS OF 3#1 CU,THWN IN 2" CONDUIT 0 FEED THRU MAIN PANEL "A", 3/1 CU,THWN IN 2" CONDUIT 0 3#1 CU.TH#M + 1#6(G.) IN 2" CONDUIT �-) 2-#4 THWN Cu IN 1"C. 1-#10 THWN Cu 1-#8 (G) GROUND LINE #2 CU TO C.W.P. WHEN METALLIC WATER PIPING IS USED. #4 CU CONTINUOUS GROUND. CLAMP TO FOOTING STEEL W/APPROVED DIRECT BURIAL CLAMP HOW[ [} D A C:R A V 12 2 Neutral Cal cul Calculation Unbalanced Load Bkr 2700 Watts Watts 500 11.25 Amps | � Panel -A PANEL: 40 crt. breaker VOLTAGE: 120/240 V 1Ph MAIN: 150 Amp MLO Wire Po|eBkr Bkr Descry ion � 1 ! Watts 500 A Toll caro • - ,GInc. Company is PHILADELPHIA • DALLAS • • ORLANDO • SEATTLE • FLORIDA DIVISION • (407)248-5800 11 FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 III ORLANDO • FL. 32819 Watts 6000 | Circuit 2 Description DRYER Bkr 30 Pole 2 � Wire #10 20 1 | 2(' ' 000^,�pvao� SPACE 3 SUBFEED POOL PANEL 'P SPACE | 4 FIRST 10000 VV. AT #6 2 6U OVEN5 i 0000 REST WATTS AT | 6 SPACE SPACE 3a 11400 ---- TOTAL A/C 40 7 | 29208 SPACE 500 | 8 w^rsa*e^(cpG^) 20 1 #12 #12 1 20 SMALL APPLIANCE 9 | 1500 1200 | 10 o.,pea^ � 20 2 #12 #12 1 20 ^e^um+Lmmre 11 | 1500 1500 12 DISHWASHER #12 1 20 ^ooap^w 13! 1000 SPACE 1500 i 14 :.,,,see 20 1 #12 #12 1 20 numaExoon 15 1200 1000| 16 u`^xDRYpsusy 20 1 #12 #12 1 20 mwx*om,�cmwu�umn 17 1500 900 ! 18 POWDER CF 20 1 2 SPACE 19 19i 900 | 20 snxRcoa.we*FL, 20 1 #12 #14 1 15 GREAT ROO'w/~^ru 21 | 900 900 | 22 nnmCEmom/wGxuLTE. AFC/ 15 14 #14 1 15 Livomwo 23! 900 900 I 24 KITCHEN LIGHTS AEU � 15 14 PACE25 ' 1000 | 26 ;^n^s DOOR OPENER , 20 #12 #14 1 15 GARAGE/EAR meCEP. 27 900 900 i 28 e,o*u"5ACV; #14 #12 1 20 e*E^xr^o,vs,a~n 29 1500 900 30 _~"^`=,,`=°=.°" 15 1 #14 SPACE 31 ----32 SPACE SPACE 33 34 SPACE SPACE 35 30 SPACE SPACE 37 J8 SPACE uRACE 39. 40 SPACE 20400 ______18100 AFCT ARC FAULT CIRCLJI T INTERRUPTER LOAD CALC. SUBJECT TO DEMAND FACTOR LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT OAD N C NON Li II.ILF ENT LOAD WP Panel MAIN -B PANEL: 8/18wpoA. breaker VOLTAGE: 120/240 V 1Ph MAIN: 150 Amp M.C.B. FEED THRU GARAGE WALL TO PANEL B (150A MLO) ON OPPOSITE SIDE -------------- Wire DEMAND FACTOR CALCULATIONS: Bkr Description ----- Circui� ----------- VVa\�s A Toll caro • - ,GInc. Company is PHILADELPHIA • DALLAS • • ORLANDO • SEATTLE • FLORIDA DIVISION • (407)248-5800 11 FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 III ORLANDO • FL. 32819 VWatts TOTAL LOAD SUBJECT TO DEMAND FACTOR -- T- Description Bkr i Bkr / Pole [Wire #12 38 00 20 SPRINKLER 1a 500 1 5700 2a SUBFEED POOL PANEL 'P SPACE 2 FIRST 10000 VV. AT 100 SOLENOID q6 TOTALA�� TOTAL CONNECTED 10000 REST WATTS AT 40 % SPACE 3a 11400 ---- TOTAL A/C 40 29208 SPACE 0 | � 240 | - ---� 4b Ga -- - 5a TOTAL CONNECTED LOAD (VVATTS> ' | 214-c- -- 5b AMPS(V.) 240 8b 8a SPACE SPACE ���� _________ LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT OAD N C NON Li II.ILF ENT LOAD WP Panel MAIN -B PANEL: 8/18wpoA. breaker VOLTAGE: 120/240 V 1Ph MAIN: 150 Amp M.C.B. FEED THRU GARAGE WALL TO PANEL B (150A MLO) ON OPPOSITE SIDE -------------- Wire Pole Bkr Description ----- Circui� ----------- VVa\�s A Toll caro • - ,GInc. Company is PHILADELPHIA • DALLAS • • ORLANDO • SEATTLE • FLORIDA DIVISION • (407)248-5800 11 FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 III ORLANDO • FL. 32819 VWatts Circuit -- T- Description Bkr i Bkr / Pole [Wire #12 1 20 SPRINKLER 1a 500 1 5700 2a SUBFEED POOL PANEL 'P SPACE 80 2 2#4 + 1#10 + 1#8(G) 2 #6 SOLENOID 1h TOTALA�� TOTAL CONNECTED LOAD 2b 1G3G8 SPACE 3a LOAD (WATTS) 40 29208 SPACE 3b | � 240 4b Ga 121.7 SPACE 5a SPACE 5b 8b 8a SPACE SPACE ���� _________ .___� SPACE 7n SPACE 7b 8b SPACE Panel B PANEL: 40 crt. breaker VOLTAGE: 120CZ4OV-1Ph FEEDER: 3-#1CoTHVVN41-#0Cu(3)kn2^C\C. FEED THRU GARAGE WALL TO PANEL B (150A MLO) ON OPPOSITE SIDE MAIN: 150 Amp MLO Wire Pole Bkr Description Circui Watts A Toll caro • - ,GInc. Company is PHILADELPHIA • DALLAS • • ORLANDO • SEATTLE • FLORIDA DIVISION • (407)248-5800 11 FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 III ORLANDO • FL. 32819 VVaCircuit DRAWN BY Description Bkr Pole Wire #6 2 60 C AHU-2 1 7650 FIRST REST WATTS 7650 2 AxC AHU-1 60 2 #6 #10 #14 #14 #14 #12 #14 (Heater 10KVA nt55%> 2 L 30 I /VC Cu.'1 1 1 1 1 15 3 BEDROOM #3 AFCI N.C. 8184 900 N.C. 8184 (Heater 10 KVA at 65%) A/C CIL -2 10 MASTER BATH B., SMOKE DETECT AEU 30 2 15 BEDROOM #2 AFCI 11 900 900 15 LAUNDRY/BATH#2/HALL AFC! 20 15 CENTRAL VAC M. BED LIGHTS 17 900 1500 900 900 15 1 12 MASTER osorwICISm|womwAEU 15 1 14 HALL/LOFT 2nd FL AFC' 15 1 10 4 900 16 1000 SPACE SPACE 19 1200 SPACE SPACE SPACE 21 23 25 27 18 20 22 24 26 28 WINE COOLER 20 1 oAnegEnpR|G. 20 1 SPACE #14 #14 #14 #12 #12 SPACE SPACE SPACE LOAD CALC SUBJ .CT TO DEMAND FACTOR 5600 11500 DEMAND FACTOR CALCULATIONS: CODE IN EFFECT AS OF DATE OF CERTIPICETIOF, ALLOW. � �-� 07-28-14 Sang-Yub P.E. Florida No. 72328 A Toll caro • - ,GInc. Company is PHILADELPHIA • DALLAS • • ORLANDO • SEATTLE • FLORIDA DIVISION • (407)248-5800 11 FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 III ORLANDO • FL. 32819 TOTAL LOAD SUBJECT TO DEMAND FACTOR DRAWN BY MH 17100 SL SCALE 22 X 34 =--- SCALE AS NOTE[} 11X1.7 � 112 NOTE[) SCALE FIRST REST WATTS 18000 W. AT AT 40 100 Y6 °� 10000 2840 TOTALA�� TOTAL CONNECTED LOAD 1G3G8 LOAD (WATTS) 29208 AK4PS�V) | � 240 121.7 LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT LOAD AFCL ARC FAULT CIRCUIT INTERRUPTER NC_ NON -COINCIDENT LOAD ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR ALL REQUIREMENTS FOR THE A/C UNIT SHALL VERIFY EXACT BREAKER SIZE AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER ANY DISCREPANCY LEFT HAND SET TO THE BEEF OF SF KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIPICETIOF, ALLOW. � �-� 07-28-14 Sang-Yub P.E. Florida No. 72328 A Toll caro • - ,GInc. Company is PHILADELPHIA • DALLAS • • ORLANDO • SEATTLE • FLORIDA DIVISION • (407)248-5800 11 FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 III ORLANDO • FL. 32819 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 =--- SCALE AS NOTE[} 11X1.7 � 112 NOTE[) SCALE SHEET DATE 08-05-13 SHEET REVISION INFO 1 RJ -77775 11/14/13 SL ROOF REV. 01/10/14 SL 3k RFI #86729 05/08/14 SG /4/ AS -BUILT 07/28/14 SL SET REVISION INFO SHEET DESCRIPTION ELECTRICAL SCHEDULE & NOTES PROJECT NAME PARKLAND GOLF / r`w��r`/"�� & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL ��l����������� U ~�U��!����K��� ELEVATION NAME W�D���T|\��� xu���n����~� SHEET NUMBER El SERIAL NUMBER 1010.0 TOP RISER TO WOOD FLOOR JOIST w/ (7) 16d NAILS MINIMUM 0 2x4SYP 2 x 12 SYP. 5/16" x 4" LAG SCREWS @ 16" O.C. STARTING 6" OFF ENDS STAIR FLIGHT TO WOOD SCALE: 1/2" =1'-0" ANDI NG HEADER 2 x 12 SYP. 1" STRAP w/ ALL HOLES FILLED PER. ---- MANUFACTURER POST #2 SYP. POST TO STAIR CONNEC SCALE: 1/2" =1'-0" r' i/ 2x4 SYP. -- THRUST BLOCK ION (3) 2 x 12 SYP. STRINGERS 3/4'" CDX (HARDWOOD) 1" SYP. (CARPET) 1/2" PLYWOOD RISERS #8 x 3" WOOD SCREWS 16" O.0 w/ GLUE TO WOOD LANDINGS THRUST BLOCK SECURED TO FELT w/ 1/4" x 3 1/2" Y ITAN SCREWS OR TAPCONS © 16°" O.C. TO CONCRETE STRINGER BOTTOM TO CONCRETE FLOOR SCALE: 1/2" =1'-0" (OR WOOD LANDING)._ (3) 2 x 12 SYP. STRINGERS 1" SYP. TREADS (CARPET) 3/4" CDX PLY. (HARDWOOD) --._ 1/2" PLYWOOD RISERS ALL GLUED & NAILED w/ 16d NAILS # EA. LOCATION STAIR CROSS SECTION SCALE: 1/2'" =1'-0" 2 x 6 SYP. 1" STRAP w/ ALL HOLES FILLED -Z PER. MANUFACTURER POST #2 SYP. POST TO STAIR CONNECTION SCALE: 1/2" =1-0" 3!. 5II 4 2" DOUBLE 2x4 #2 SYP. SUPPORT POST NAILED TOGETHER w/16d @ 16"O.C. POST ANCHOR FASTEN PER MANUFACTURER HILTI 1" CONCRETE FASTENERS POST TO CONCRETE SCALE: 1/2" =1'-0" STONEHI TA RS FOR CONCRETE: FELT w/ (2 ROWS) OF 1/" x 3" TITAN SCREWS OR TAPCONS 16" O.0 U9-16-13 Sang -Nub Ler, Florida No- 72328 2x6 SYP. SEE PLA\ FOR WALL TYPE LANDING PLATFORM SCALE: 1/2" 11-0" 2 x 4 SYP. a WAI "CDX PLYWOOD SUB RISER & TREAD VIEW THRU LAMINATED WOOD BEAM. ADDING PLATFORM TO WALE. /2" V-0" SCALE S 0 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO 3/4" CDX PLYWOO[: SUB -TREAD LAMINATED SKIRT _ BOARD 1 1/2"" LAMINATED-- WOOD AMINATE_D- -WOOD BEAM LANDING PLA SCALE: 1/2"" -1'-0" TREAD \\ 3/4°" CDX PLYWOO[ BACK OF RISER 1 OR /2" BEAM . WALL_ TO A ri FRA E SET REVISION INFO SHEET DESCRIPTION STAT DETAIL PROJECT NAME PARKLAND GOLF & CC-MONOG VAM BROWAR[) COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL S OF\EHILL ELEVATION NAME SHEET NUMBER SERIAL NUMBEF 1-1 0 0 LU U)0 LLuj LULU 0 u.) 0 LU 0 LIJ LU LU LIJ >- LU r C.] LU F- (-7 C! >- 0_ LU ce 0 U) LU -J 0 LJ0 r_ LLJ 0_ 0 ca_ LLJ a 2: CC) LU 0 LU 01: (-2Z F- > - CD a La F- ILI Cr) LU ce LU ce. 0 a LU C_) z la; (4) LU C.9 C..7> C!) LLJ 0 11] _J 00 0 1— LL_0 0 U) CC LU LU 0 IL ce LU UJ 0 U) LU 0 0 ce_ 0 F- (21' 0 U) ›- 0 LLJ 0 _J U) a 0 ›- Ca LLJ U) NS SHALL BE NGEMENTS OR Pi U) Ce: LU 0 CD 0 F- a rfl0 LU IONS AND CONDITIONS ON BLE FOR ALL DIM EN CTORS SHALL VER U) LI1 0 LU (-) LU a LU LLJ -J LI) L.9 C! a LU U) LU 0 cr.) >17- LU 0 - 0 c.f) U) I— a LU F- C_) LU 0 (_) F- 0 ce 0) 1.1..J 0 - Il- i— 0 F- CD U) 0 F.2, a 0 0 U) 0 cn LU NS FROM THE Li - 0 LU LU (ID DC'-) 2X4 © 16" O.C. © 1ST FL. Wood COILInin- • • •• • • Gcn eral intuit -nation 12,3 01.7,3 on 87 LUIILII Finned sk, 6 0 ii373853 53.0.3,010.707,e.s Southern P).ri 5.13.0.3; No.2 Dense: 2" 4" Thick • 3"- 0, rens,on 453'Eps, Comer 1.450 psi Pc 681 1750 psi Fe • Pee...) 660 psi El I Mce,127A7s iii EasUdy. 3-x Bending yi Bee3,03 1 /00 1570 Moamum 020 710 17.007I I177878070711.04 20101)01) & ASCE 7-10 Es 1 /0 psi Ft A, psi De0s,',y pct Appl,rd Loads tni 18710.0 s 0; 0' D230 DES1, UMMARY JO it<tt $Eosr Check Resu3s 038.05 Max ;3551 -Bending Stress 1> >1 siott 0555-3,53,3e 7176006ir05Ir 60650 ,773.53.793,1M,0 ak 15to5oun Sliiisr StreFes Ratio e Leal 6.061Instar .70,700,506,6106-6,.8bove 6056 .0760.6,1 050:314•31450 Load Crinhination Pesos Liu I 0150,1fitiation -Lt-th 701,190 75(fLt -Dt 0 75(3....t0 750831-1 ' L4111 75(1li+40 .y0t,,10 45,1\1,Th 0-0 1601232 525800 760,8611 ti 0,3 (DUD ta 750Lt6 5250E-6 0692 756052 75(82,0 5250EtH Mateimt.311 Reactions - Unfactowd i 73 2,1 Sen,197(3,3,3,51 22 6I.661,6t 68070 68:60 7170,870 182 8 2:50 0 ' ' 110.30a037,33. 1 0 ix 2039/ s) 0 Ax0e, 0 1 700 I -3i 0 Sr I> '>0, Brace en...e1,30 for :037..r,ectsyl ,7.7; 373.003s X. X 0,07jthi 75a,s: :Unt-raeed en -J3.0., '7.. 140' 5y 01€,,,v7re a573..13,6,7a733 n ,e7 0.2404 f 1 J10,13,3 Cothip , 661703 0 OIl CB -1 1.5201 0,13140 0.0 0-3 20175 60 Tic3 0 003030 : 1 4E1711 tl 1175 Maximum SERVICE Lateral Load E6i,mr..tions 11.0p 01.0.,g 0,6 004375 ft fisp 0,5000117.X 0 001875 11)'14 X X 111515mum SERVICE Load 1...r.,teral 00k,caa as 74061 1:7 -0 0111804 >1 5 A:39 II 06,7 6 77006 0 0013;0 .s 0 0018 r373 7 8 X .00700572 ,3 07) 7057 072352.7271.7227 155t, Other Factors used to 6816074e allowatr-la sia6,5es 53.6.7 , 17.1.31,73 La 8 4 572 71 5 offtei 2 • (3.03 9 .2 • , - • 0 0 ft 0 „if 373 3, 1 0 -1 ft 0 . ft t 3,96 0 e) 33 0 2t- 90,12 t2 0 it 0 2f t f 1- -1 00>3 0 01,.. 0 1 3 Concrete Beam i-sl'ENIIMIZZattiallinneildirat4W: ii.(71.33 toff 1) 55 siteuietton8 Her r0 ht!).44,7).71 >0ii3l>1 7.5s2DE 7. tot ftilaterial Properties 3:13 (It 217. 51',.3 e 410 />35p'5 1-15 0> S i,0571'en.R3g , 1 0 En3V., t.13.3.126,6 , 3,122 0 ks c10 10.0 E - 0R.).000 0 iasn '37 Mae'. Rt57ir 3 60 0 St,3sp B Ode E - 15'.0),,e130.3r e 20,000.0 ttsi N0reber of R.7-3.7.35t,eg >1) 1, 7 fe 633 73 1 s , 0.00 2,1, 77 0."750 0.650 Load Cc '5(51 2010 IE13 & 1)5(1E 7-10 (727,333 Section & Reinforcing Details Rectannoiai Section, Wid1h ,3 12.0 23, irieIghl 2470 33i Span 611 Peraf570.771.... 2233 at 3.0 01: from 60110na 3051 0.0 to 26.50 ft in LI n spar, 2036 120 in from Bottom. fr-x00.0 to 26.50 ft in tith span 21)hilie0 Loads 603...01 eel( calculak0c1 and added 30 (07305 1.78:01 tor Span Number 1 U87,6706 1.200,71: D 0.090, 5, 0.110 O. 11 SE SiC0.N S.05110255 t..071330,01 BerRiing Stres$ Ratio > 0.520 : Set.lami..;`...00 101 Span Typical Section baton 63625. s Slams 1574127 6432.5 4.50.3335, 2.01)1010 '3.37 27 10.0 'I 1003030 i 10 Il 2.002525 ace en. 10.0 11)02525 3 2, 10.0 11.1.K:1252S 2•••- :37 10.0 q 1.002525 101 1:0.0 '3.0111252.5 ..7:1.2"1:10 10.0 fl ...110 1(1.0 11 707 I1Ime ..771. 700 0 201 '1 011 k 1.1 Tea .02) L.(,0.11) 170' 12" w x 24" h Span=26,50 1212 :2471102021.O0 170. 7523 'x-11 mr..; 1.:00.670-6804 ol 2,0,071 01,lr617,74 IMO! 18,7562,5 72f 00,...ammum 1 span I tretreinamottrirs 3 5 .3 3 nicerhcoul Reactions - Unf4clor9d 053933,365 Seppnet S76600 (.000s5,617X r8,761 6 492 6 4.02 82 0,04, 5 0115 (1.4 1 4E7 37.33EI 6.192 492 25•dt 36 in k10310 11232 5.i' :4(7(3. 63523 5 Hs 0(0 10 D7.6.7m767.0 s t/a,v6s5ar0I r ,• lii)A,1(71 1;11 .17.3..15. ,1 1800008 177,0 1)01) 4.1 shear 546300 R35quii€031311t6 8-07 66766 0100012,870, en0,73:2 e Not .; s:. ,e13 n33,30^, nt 0 000 fln Forces & Stresses for Load C(43153131453 • t , 50 25 o. itiffn coot i2„, ssess IL e c7, 03,05 II iti 27 if tit itI I L . 333 51.0„7 7236E17 ET3.538.734,1' '1, ,71131.5 3.1(7424, T,5137:333,6 s7,6 Wood Column I661 4,11 1,12337,632517 n03(02537 itr* :1"1 rat sc3.6.7t.on 2/5 77,50 3,21,61.121; -*fes Mak 0111.111 Deltections for Load Combinations Unfactorrd Loads t to 5 f40-75 Y-1( 72,36(333. - 71. 6 • .3. T ;23 -S1212, 2. 5 todichrs Concrete Beam • .... . 3.31 1 Ses.5r0011 131 06.00, 0.7.11.6r ..400 70:041 175 0.17.,s I 601 7.0 ,8010 0600 4 ) 7' 0010577 56I,81 606, 067706 311 205,10 211000 00 508 2.1 508 26 501 25 500 2051')) 80, 2 00658 H66...86 t III: a!, i!!!4,4a;x S'SeS7..) 0 44 I06 67 "a '06 707 5:;»' ,11 17.161,3200 Shear inforonattoil Span painne).). N0rM786 ,67.) 171 20Do en'e e0ei 3 0.,0 21 00 0.01)71 nn3, eeh ,)c,s; ..30, 266). I 60160 51.6,0 61H I 12 21 575 0 2570)1 661781 56S m7 60oI 6 18 1 810 .7.:Ds 1 661780 613,71 788,3 77.4 21 32 27.71)31 17a M551'55175374 7131/ 2'1 552 27D2 601, 40 (al 1'41 ar, 66.1,077 567671 6706 mr.2,0,1 607.60 57.61M 78,o 0.1 I 0 1'01 21 .s 71 07 5775 1 3 ,13 t sSi. *"! 7S 47 43)!P ,!..7174C74 5;"7'S 1 77.77!! 2!!4.4 PA 47) Graai 7 7.10181 001,0 5706, I 7711i 00Dst 7,00L70 6,7081.180.1 8'r 05)D 6.706-6.. 56.66 I 60O 270D81 6708. 62 M0S8 67770 r 2.01).:1 CAL ,0 fR7.010^ (.11,. 13,D, M0.1.12 557527 15.110 7" 27707 I 008.41 5MS,', 6780 • I. 20( IL>L777,7S4 P'SH 4'7 56E21 2.61H k a.133.712i in "32521 6033-73 371555715213 g , a 0.112 5,1 1 71E15 571 47 0.04 2114 1 1 00 21 00 1.031 21113 315 2.107 1.13:, 21.1:1:1 1.24 21 0,1 1)') 21 00 1 i.3•5 .2171: 41 21)17 1.4'? 217:14 53 211:4 3145 210: 1.624 0 75,L, 37,2 5 15.2) Ms 1)1767Mi, 3>,4076 460667 7,6 -II) 144.7 ll? 000 1(23 21.130 07.J < Ps\ :7571 174 0 49 1.00 22,47> 5775 i818V 80 030 050 1 33 22413 5'0 ' P667 7 0 060273 1 47 '1.11(1' 22 20 V2 < P1500 57 271 11 23 100 1.00 22.40 Vo H 3>7010. 0.15 819 2.44 1 02 22 45 17,75 12705 2 13 5 15 2.02 1.00 22.40 MI 67130,6 1: .0.11 3 70 101) 22/.5 5.02 0 28 307 3,(L4 22.45 75 04 2 24 4 :25 1 027 22 8.8 80, 81 1,03 0.0 10. 6 I 11 00 80 :0.0.0:5•0a 1.00 7745 7 15 1 03 72 43 7 7:67.70. 74)1 11)0 72.40 .77, 7.74 8137 100 2246 7.10 13.,021,03. 22.48 730 007 17(0 22 '17.3 7»,) 0.42 00 22 88 750 0.57 17-7 21.40 700 '750 1032 1.00 2218 '52 10.70 140 054L3 15 7.48 11.20 1.00 22.411 7.44 11.3:4 3.01) 22.48 '141 12.48 1.07 22.48 12 752 1 32 22 23 7 25 77 92 ;52.75 L(1! 149cCM111,n CC:(10 000 . . 0,03,3 eh7s.51 Spacing 0n., 7k)ill ReenRi Not Req0 22.0 0.3 00 cito Remit 22.5 3.0 44 Not Reqd 22.5 3.3 0.0 61:1 5345 22.5 0.0 0.0 67,4 Rood 22.5 0.3 0.0 17i7)1P7P77,77. 22.5 0.3 7.0 Not ReqL1 223 0.0 1121.7160:1 22.5 5.3 eo 22.5 3.0 00) Nal 22.5 0.0 0.0 512.5 72.2 .371 7321 37572.5 22 5 0,0 112 71 715.703 22.5 0.00.11 22 5 ft 3 30 hut 60,33 22.5 0 et 77 0 MA Rood 2.2.5 02 0.0 Idol I8660 22 5 30 0 0 1717)1R5051. 22 5 57 0 0 0 N751 Reed 275 0.3 00 Nef Reco:1 225 313 00 vol Re",",,i 22.5 3.30.0 Not 153371 22 5 3.3 3 0 12.7d Redo 21.5 .33 00 740,t 776,,c 02.5 8 00 cut i7035 22 5 1140 502 N.4 r57724 22 5 3 5 5/ 7) 22 5 0 0 a 2X6 6" 0,C. © 2nd FL. EXTERIOR WALL Wood Co irSt3elirfa021312,72.58DJMUMENIrftaine stigig0:elini00irAilialWeiStaaN11463-6738fid821121,!2=1.0,Md General Information 9 0 0 57p.,.77,spp-bes Southern Pine -27,8811363713 No.2 Bennet 2" - 47 357k: 5" Pb. 4.)!)474n7471 1a47740 55 1777 1 75 0 psi Fat - 610052 5450 0: p3i Ft 775 0 psi Pc - Pd n 1, 750 0 r7s7 Den:s15' 35,440 pd - Perp 130.1 r)0777 E : f710(taists of eleSteuty 077 1505.717kg 78804,69 8555 1 .'700.0 I .'700.0 MitnU;`,Urn 620.0 620.0 siatil Commituron 20 ri (3(2 73,S03 7-10 Applied Loads (30.16-05o setif sisettriffit included t 27-1 lhes Detyst Loaci Feictor 3434t. if cifsps EX).3471W47)11 1 50 , 50147(31336 SE5a13..; Mothfic.00.co.1 Factors E Rent Depth 5.50 ",eendo7,1 1 0 0 20c 1,, e 10 20 /97 37.1 1.7'. or Cy 10 '>17.Crn 0070. 80000 IMmar 1 0 71 05 ;80,0tor6 Fa707.8 10 Ma I" al Use Eacich () A6,60 6( ((.7333c3,63625333533E 50 1700 0 ks5 005 Cr t Repetitive No 1,370i0.e 60641,66.0) fat 7,arflecacrn X X (‘Aldt.'".) : Llit{aed XX AXS bockkg ('7305 11 YrY >1° ,3> (13,19 .061nak7sti 733 213 f cc > IIS 5 enkle7g Rift 3< 37 1 0 iii 15, BEND iNG LOADS Lute urpfp,iirt L0,3,7t ,77 DESIGN SUMMARY 1090-id•ng Shear Chtack NEsolts PASS Max. 0>5 >>W13 Stress IR,400 0.832871 '7.5747::03043,704.543L I'': 1- 7.6.06.0800.7a 667.6,a op + Mixx + Myy, MILS Eq. 3,94 4.530 8 7311007733,27i773521.772 324240 2757. 5531/72 30231 55151577d Mix 4.55:702511712, A1724)4570.2 1.7531i 0.5288 178 .1401002 3'4 883.87 psi f..:42Qar 01745:1 12,50 0277.057.77315:0 7)7)3 Load Combination ftesolts Liaaa Combinahon 5D 012960-1 ▪ 0it07012e 76035-31 09+2 ISOLA? 752S+31 D+0 11L ,L +9 0 750300 760198 .66013011 +5 75(313+-0 70S70 2575v7H 6+6.7504mi:2 7320 t t 2 6250E331 ▪ 0+0.750400 7006130 5257157(ti 60002 (3576-itH Maximum SERVICE Lateral Load Reactions .. lop ,a7.060g r771' 0.3352 1, Emcee ttioeg 3.2 0.3285 k Tee 3,00s8.Y., 0.002880 1 501011 aIong 0-X 0.00 2880) Maximum SERVICE Load Lateral Defle..:17751s A75:27/73 0730531 in st 4.530 ft above 670$8 12.7r1020 060710600.708 v1 0,04 AIonqX-5 -I1.08054 In .0 5.255 31 45474. batat. 1077505 25572712772/7320 Other Factors used to calculate olia07at..Ie stressmi m Cf t',147::77!):4.71:417,77:7117177.i'777',4:4.727,1„1.1f.1777........18.41477:7777.4 Sn.74'47 StaIUS Locat,on ,,,, .1136 607,55763 (3.0 ft 0.3.'577 RASS 8.940 ft 0 2391 10731313, 0.0 ft 0.2391 1-28.6728 0.0 ft 9.5474 P/33:75,, 7.1.530 it ,..25251 75772211,03 4..591 ft. 024320 P/757S5'.. 4.530 ft Pi3E.33 0.0 ft 033391 104,373,5 0.0 ft 0.5 20 P,3117,121. TT 4.530 rt CB -2 51 7S11175 LDC'a.bon 2.0015•71 13-62,090 9.0 33 004669 He 5,3 9.0 ft 2.003895 I 9.0 ft 1.003895 I 9.0 it 0.1881 13577715:1755 )1500 0.10133 0047347. 9.0 ft 0.1745 550.0173 9.0 11 00289f1 1.773-76, 9.0 2.003295 fits SS 9.0 3 0.1275 6.73 c ifs 0:( ft 1733 87,52 " Concrete Beano Nr:. 053 2013 177.2146 13 534".775 123711 J1":M21,:c.;ma7,2211447151tbiafig177141a/75 v7;547757:25.54445$915at5w3.5557515 D.>13»0 CE72 0>11 6EFE17155i1 S; Cots flititions per Loyd Mon ihintrtion Sret : 2010 I A!:11(1E., 7;J) ltNial P!upeits i 53,455 0>30 7 50 8 1 IC 7> Shear 1) 750 3.1 750,513 145 imf it . 0 850 36(71 I-309 1 0 Elastic te124,,liJS 77 3 :1-22 0 3, 40 35 - 550 63, 29.000 0 km M.74 frIeb/ •686) 0 kr,1 09,46 .4 'Sae Size fi• E Main Hefty 290 .00 0 Ks, r 3 rectihetr Res -scoff less 26,1 Shinto 2 Load Cetrobleatton 2010 IBC 84 ASCE: 7-10 1:90 05) X( 19 703 1' (IIIss 5(621,1031 Reinroficing Details P60713670,,JIar S6010a, s '>3'>, Hot ghl 7, 2454; Spait OP >HLIL Li 413>»i„s 002,20, f7o7n 0 :2 I57 5715 50 itt ot cis span 2-25 at 17,0 II Nun, Bon. 60150 0 M 26 50 3... this scan Applied LoadS 1self weit-tirt ea0cttea349 atett 3(3480 to loads, Lnitd ficf Span Notches 1 ffenm 1.0241 II.2 959, L (18750 k E.,77.!,12 ) eaa >333 16,83325,, Meth .1 0 3 >0 HILl: f) nan Lou„ : 3,3" 0 5411. L 01-O1 X 7:1.5,4 31 0 77. 1.0 Os/257755d ; ” 0 950, it C50 353 tittie-c = C 7 us it 3 31>3 1 -thutisry Oridih .1 0 ft Isi, ituos efid • D .1 952 I () 30 5, it = 5 3 3 33 3 Trtioticicy12,32th 1 0 3 ,332 -sr 51 .5733 671- Itittift LI1,12.7728 6.3> ithici, 6.7f air !(,j 7,4,7 74,77! 41a4S) 0.331. 1.77r 515v7.57.7272 Typical Se..ction 35 .3 61 k- fl ' Eta Aik575.7.015X2 14115 55757 k- ft Moad (Jrr Dittaittut if 1 200,3 532,1 623 t 1 8:32 LiDealson of ma1m,,m53,,17.2,752. >45,33 8373-1 4 ,'bere >117007:774,rs 58,33 rr. 1 12" w 24' It Span518.00 3 7474>47,747: 2-35 at 320 in 147747n Top. 17013 (1)310 26.50 it ths (Doan 577015,1) 1.7W7,i$ 7,4117741.7d i 7:',(As 75211 1)52 414:3141,17:3 for calco/251705.5.7 11750077)552/1 0e1.7e52.:77) Mux idown:2227.1 1.217 772.1 70272207.0), Max 515.770001 1.21.750 [3;2574 7,72.57 Max Downward To17315)01152.640 Mao Upward T01.7751 I3ef15577322) Mertimil Reactions = LiMiactored Sme37777155-7,75/1577: Far 101 is 1)1 Crys)5.1',.3Mn 1160201 I 7.„ >2 I II 5 5.51 0 07722 3 502 1 571111 . :772 5 511 7 .87. Stirrup Requiriefitents ries, 6555 Span I ianglaa IL 0> >2 ifeett't 277-12,2 17:7.77 7.30 51.7777; s 2542730 21 1 IMI1Ja '...44,0134.3r1 3211>3....775 & Sile5ses for Li5,3=1 0 012 41 H.11115 19315 5.570 tit Dern 0 <MO 2,40 1>1 0260 5670 0 000 55 3)80 999:x181.1 Wood ColLinin Maximo 01 Re1521301IS 3 1.1 i If (1146,9271 7.327- 736, cit Ma 3311> Drheir:bons for Load Comblnutic is. • finfactored Loads Lott', Cootiiiiit 1) 57212 : 2 71153 72 777 0 S' Pets ties 1 Concrete Bean) El 7- 7 505i t 30132 csi Dins f 6263 it 1511/4"Mt.00752.71 1071027712t20. 50 , 2 5, 71- --mm µ---- --Wry-- 15 COM')IES 3717'n TH4: APr'117.77!..E. 4`1!3S1n1, 1>1 77014" 17: Eill)7f 7.S OF 14.14 » >1>11>1C11.Y.,'.! 59718-13 Sang-Yub Lee P.F. Florida No. 72328 Loa c 00 121J 1/) or, XI 415 I DRAWN BY MH CHECKED BY. SL SCALE 22 X 34 = SCALE AS NOTED 1.1X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FRAMING WA CALC. PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/ BLOCK 004-3 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES Lii SHEET NUMBER S6 0 04 SERIAL NUMBER 1010.0 E CL rv-) (N . . Ln • cc) CN1 (NJ c1) . 0 E CL cu rtl a) LLJ- 0 0 0 u) 0 LU 1.) 0 LL_ 0 uJ a_ 0 U_I LLI 0o 0 LU _J UJ LU U LU LU >- LU F- LU F - cc: 0 U LU 00 CA - LU 0 < 0 F -- Li 0 LU 0 cc: a_ Lu F >- __1- 1 LU < LU 0 LO Lu 2: 0 -70 Lu LU LU cZ 0 0 LU 0 LIJ a_ LU Lu NY PURPOSE 0 0 F- 0 0 Ii - 0 U) ONS AND CONDITIONS ON THE ]OB AND TOLL BROTHERS U) LIJ 0 __J 0 IJ_ LU Ln U) 0 Li) U_J cy.! UJ ca 0 0 0 LU 0 __J U Ci) SED BY OR D LU LU Ln er!. 0 \NGEMENTS OR P1 Cr: U) LU LU Lu 0 Lu ___J F-- LLJ IONS SHOWN SIONS AND 0 LU Lu F- 0 LJ 0 LULL 0 LU 11F- 0 U)- 1-1-1 F-11 (1) LU ef F- 0 5-- U UJ Ca LU 2: U 0 U -- U LU 0 ._J -- --a- V-- - A Wall Footing Den: -AD OX':ERICH 1." SD z Code: 5.8115808 Load C r 'PLIzinations Used 2010 IPC, & ASCE 10 General Inforrnation fr, 007707107I07. P.444 2'3 clay stfenzA CNA DA",[3,c3is..4 foicsxure. Sheaf Apcs,Py- KNot,,ign min :::ncelo Bernling tLIi• 3f, Ten -9 Reirff LID Di. enintinsing Safety Facto, f.13: f:IDticst Saffiffty Factor 232-3Lic- Iszcling 01eigit atn. Dimensions „C,3,1 s„ff Lisfscit „intit,,Knf fno5n1331 A .0000010 0000010 to 1.0 : 1 YeS 11 0 ri rt. 3,/-4.4t.4,A0s 4:;:t4.413f3. SP:d BEP.-AhP4A, ffz. Pzs.c.: 70„,1 t cppcesFF1Do. foz/ 1)3343OL Sfscf fi„. kiniz,rI 'I v„:130 tisz.D.-31„.P.P3,3g ts" F,31 F HOOF"0.1'OFFFOFF Inn:re:IA(3 iff3 'f „if znflf, foLD339 is oskIct f s'Ldl ks, Senor -Genius: ynt toElff3330 .-Kb3sit Jr1' Sil ; Applied 1..0.1id t -S 1ff ozz Vx applion, Ciff195MARY sca JO Slinfing 08 a Unfit 00 f 0I9 Z F F0:x.f 0 03347 Z sna -,Actty x) 1-„,„cly SCieF Wall Footing LtaAA..-•.A.LEfelaggi9k1 FIG Code Fin fiererfcess 1.0 0 00 in above top of 9.0 0.0 5 0 76519 K-33 0.2799 k "7: PAF 3 -077I zz,p2Itioris Used : Z0101 8 ASCE Z.10 Genet JI Information mt,'L flay snength 30 ks: s.-100 OFF')) IOU Ics: r3c, yiciscle Elastic: Modulizs 3,122 0 ks: Gcsnisfe Density 14 5 0 cyzif Dues roii.xuee, 0 00 Shear 0 :TKO 0:301,-- Ciiizttinsfyff„ BenclIng Reinf Cf000010 Ti€:sinp RE,inf , Of:o0010 Uri -0 F-1 1 Pi :i 0:J.4n:zing 'Z'fglfi as 1rit Yfifss: Ditn 121 'F reisieddi ,OFF)) DcLif,II .Lness PKin coos istffiALL br of 1 0 R12inforcinJ ZO 0 :3 ti of Ba:s Acini .301 kistmforung Dzir SL,fs Scso Dernstc.3 zniszso Bccfrog `30:11,,L,f,st, Resist3,3(i° „for 'Si ii39 50,10 ele Izicf,f33 Coeff c.zF FUF ofczof ir„Liptis 'F F" OF pts," fziclosv surfo, Ark-kk Pfess,..Pe Inc:tease fps! fz-L2:!1111:13111 xt.eri ast:di:di:silts:id 5oi:n.o 81 -Aidor D.n-s ,,, • 7 ; 7.: 121 - F 2'F 4880000 Reinforcing ii Focttng t'Ar,...,es 12.0 a: OFFOS asono yks,x AyAr, 77 in Ref -sac Cantor': 08 In iiff, cis, Concrete.. 4 of Boo In 12" at Bonin of 1080n0 OF' '3.0 In Pontforciing Bar Sosi • Applied Loads P Cc:ID:As (coo:) OB Ovcsniuscicfn Afx appfed 0.60 0.0 0 50 0 0 0.0 00 00 0.0 0.0 0,0 0 0 33 An's3.3.' Ic ::: :0 0 0.0 0 0 0.0 2 745 'Ks! (1.9 0-3 0.0 0 k k 4:7 4.402 k -It 82 158 cy, 82 "ID:CI 0.0 0.0 0.0 0.0 3_7.3'11r:9 7.OF , pcI 0 00 0 0 :'„4 0 0 0 ) 0 7 7 I x0x0i5kxtkdix-1,17.'7,43 472, d7 ..Ax , Wall Footing 70,f- , ‘4,7. I a d.:d 7 10.770747Aid0:f77,7777..7.07.0*&:Mk..cka`4 AC Oescoptkin d'111Aie r ir.1 A Detailed Res:oils; 31133cAn nD 2 742 F I 034 in 1' '0 2 7-1Z ksf 3 24 in O OFF) 2 742154 i" in • f /50Lf fc 2 742 I .6 [Do 7501y- ift)fiC95F' 'oH r '.11:520) D1111 750L 0 1!3S-.: Ps:C:"/f H 2 742 f sl 3 526 in 30.-0 753in° 75:2i 20 525:0E13 2 742 fisf 3 732 in 70,0 04 75os- o 5250E+H 2 742 ksf 3 526 in asinctzrfling Stabile I:on:D:9 Has ND ILK -cling Has NO Sips, Fooling Flexure 1 40D • ciCtD 20[2.70:13L,71f, ol 200.0 501,,,1,1•Ai.,1,12H 2,72, , 23D171,2:11:, fO7'1,, ,,:271 71 2770+1 601A 1 200+1 601...st). nizt., ZcZ 0+1 C:OLf: O 3 1 2(i:del 6013)+:3 5i. DI 21 181 1 20)4:0 501.71 KC cf *1 201)3-0 501..r :s,Lf of 20D+0 501 f+.1; «1 '049 50L-•0 1817 • 2,:i0D," Zipso One Way Shear 344.0,34.AP.. ,4:Pst k.ft 4„..44: A, :sr 1: cps 4 in42 0.2845 -X &ninon" 0 03:5 fcLn ACI 10.5 0.0(439 f X Bonosin 00 "3 F ACI 10.5 0 3:I.:CF: 5 'F'n 0 Dcf6:5 ACI 10.5 3 45 4X ff:sin:Dr:1 ACI 10 5 3) 13 '4 81 13s,:t0rn Q Off23: 011 00 'I 0.5 0.3722 acsffsccn c,.:43i4f, Min AC 19.5 0.14 f Bnftorn 33324 Min AL3 10.5 0.3361 -X Biottosn M950 10.5 0.1186 .+X Bottofn 0 0'011 Isifin AC 10.5 0.i.8199 -X S""or n 93:349 Min AC 10.5 0.08519 +X 7) 01 0 P0:5 Nlin ACI 10.5 0.3C:87 -3 Bo' '1 0 :ODA Min AO 10.5 0.1C:23 LC.: Bc.tforn AffF MCIn ACI 10.5 O 2 Jr X Bottom MIn Acl 13.5 0 085'12 +3 Efziftorn CDSAYIS FO .ACI 10 5 0.C6:51I) iffcLIcitn izcs'IZ loOn .40110.5 ISSi 0001 :,t4P1 00:4 P) psi 70 05I 0077l 70„7Ioni 0 7,Si , 7.S71 A,1 70: Ades 000 -X 111e1d, F)irsikf ks1 1 297 lief 0 11411 OF 2 557 fzif 0 1427 ksf 2 01 Of :: 2 fLZIAf, fsf 2 C88 ksf 1124 f At 7721 ksf 0 14001,1 2 C:88 ksf 011:14 led1 2 721 icsf "., 35'4 fsf 2 OH ksf 511 k.ft '1,,, 8,362 fOK 8.362 OK 8 362 8 3,62 17.K. 8.362 90-2 OK 8.32 8.362 (In 8.3.62 78 8.362 OK 8.362 CO 8.362 OK 8.362 (K 8.362 OK f32 IS 363 OK C:KZ Oinf 8 0.62 („, K Units 2, 0 OK 0 n,ft, 0 0 0 Ce1, CO B EaS .1 Wall Footing i3TP; Code PcfferecK,PS L.L:„3d Con:btnations Lisond : 20 It) 03C 5'F'7[ (.10 General Information cc,,c-c3e ffspi n:cc:ins. 0 ',FL y Lts..A -122 0 15 (F' Conctefo Dicsicsily 14 5 0 ixf Vaf,,es FIciyzise 0 90 Sfsestin 0 150 "0"dyss.,. SefticiLics Min SOctei IS.L Bending Rssorif , 0000010 f,f,o0 lerKp Rclnif , 0000010 F AD OoKforning Safety 'F F F. 1 9 : 1 SIIding SfD-c-.3:4 actszif Id : 1 Inc,f,ng 0:7 Or. Diinr:nsions , I if kfiecz L center nssm foscfnr Lf ILL,firj , 2.0 ft 13,0 4 5 'FO i Design V :3S Din kiz,siabics AK. 1Thf3fing Sidil Passive RessL30 3cici Soil,IConcre.te Finck)FIC,'"eff. 'oil OF based on 'F0 F( Depth Refeceric"e Depth below Surface AHow Pressure IncreasK pef: foot of depth ,tih.ffiii base ff,3011n4 Liclow 1,"("res'it.t.:es 00 LocALL19 'sNicith Pfczcssufie p,4:r10.3tf...4 wict1.1 whefl footing is voffii,zsi than Fizot,ng fLefiar Cent,D2 In Effge of CD:Ksfefe et D.:Atom 01 fs,pit,rpi . ApplicLi LoI 7.00I00.10, SOSO 101 ()Leff:Dr:Jen Vol zz ftppt4,4.(.1 SUNINIARY 20 0 3.0 or 0.8571 0 :Di 0.70 (1,0 0.0 00 0.7) 0 • 1 0 0 0 0 0.0 0.0 (SO (IF 3 tf 0 0.7' 0 0 21 fibct„e Lf; 0) Isn.nry4 :...4.4,314)::,:ts :00 '411 i0F81:nig NX IF DASS 1.3a LIplifI ) PASS 0.008497 77 F DK) 0.73105 L fit 1,3,3,55 0 CY3c,k3 OftexciL,. f2X) 0.2561 iic-f1 PAYD,A„ fna SS3F37f70.Xi 77A5;,i 0 f,) DiNay APEir ps! Re 080) Ci '073 Bars aiong Axis ff of Bat's in -12" V,fiffth Reinfnicing Bac Size Lob 441,91.1107411,119,74711,0774744 7) 0 0.0 0 0 0,0 251) 52 230.0 pcf 0 30 (.4.0 0,0 ksf 0.0 ft 0.1) Oaf (1011 1 # 3 1-S) 0 K 0.0 ksf 0.0 k: 0.13 k -ft No Ps, ncL.3723) No u;',01 210,0 5f,1-0 Fl 2L90,350iL-C.s.30SDE Wall Footing 750:: ,3f..."0 5250EPH :30+0 7501.3,:s 1.63939 1 .1 sOF 'is 1S7 , 132 337 „ ... -•-- -,-•-_,Y. ,J0 .11 ,.1 1 F IFS S7 ,7.00.IS COMP', II F101 E'F": 00P , 2277 IN If S('.1 AS Of 0.01 Fl 7 ss.'" III) t 714.04,4 09-16,13 Sang-Yub Lee REA Florida No. 72328 I- 4-1 1-4-1 Cr) 337 13(1 DRAWN BY 95-1 CHECKED BY SL 212 *Rol FO?:' 81 it 81 f 0 CI 81)i SCALE 22 X 34 = SCALE AS NOTEI 11X1.7 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WALL CALC. PROJECT NAME PARKLAND GOLF CC-MO\OGRAM BROWARD COUNTY LOT/BLOCK 0043 TN NUMBER 0043 MODEL STONEHIL ELEVATION NAME' VERSAILLES SHEET NUMBER S6.0 3 „, SERIAL NUMBER 1010.0 u_. 0 Z 0 I—a Ln CSC LU CL T UJ IT THE WRI1 0 LU LLJ 0 in F_ - z LU Ln 0 a_ CL TION FOR AN 0 C. 0 V 0 cn LU O CY: CC) THE JOB AND TOL 0 (n z 0 '- —1 I ---I 1331 0 L: Q Ln 0 in uci a J Q CK 0 LJ_ LU —J CY] b H cn 0 0_ Cn LU 0 LU CL H e__ UJ <t J Q w in 0 U7 C5 LLJ 0 0 wU.J cn 0 (0 J 1.11 LLJ L j I-- CL) CD c LU Fza 0 > ▪ © p LU(1)0 2 cc'_ L.11 (Ti (n w CD 27: I-1 r n u J C T ca n uJ 0 LU C) F in Q W LLU J Q ce CCL LU 0 CY L1) ulU ) pC LLLJ (-9LU 0 nom. LIJ Q �aUJ DE (n w { ,. 0w �.. H z p c Ca CD OF Ln F- uJ LU L7 Z F—i H D � 0 y- LLJ uJ ca LU / a Z J V Jpp- u_ Q V F- O tattoos per inaboo5 LJ eed 2010 IBC d ASCE 7-10 G669 Into; rrtplion o 'tati! I. ton Type G3:9,10(1 119110 e in 1, . Y'sr [ r -Pia, urs' Era sfn1 ° PP 60006 61.0 psi 900.1) 0.1038 a 40 pcf Non I Weight 55.0 pal 05312 Is grouted at;erar cr90,3 only, If D,mi,rtsiars tos 10.0 11 0.0 tt ,tion Too r5 Bo l,i'73 Pinned heal I o aCds eepee Lateral L. 1,0 t r, e: rI ,city (,1 46.0 VsI 0.0 as" 12X Masonry Column ASCD 7-05 Load Cone nations Used : 2011 It3C & ASCE' 7-10 l I rittormiiJtion 1t a xkir(it::rtes. 1,500 .0 psi 75,0 t,si Ern r:1 9rat0 522A.556 Density a 130.0Tcf Rebat• Grade 3 rade 60 1y•Pt,P1 09'artpsi t a • r"`, u�` :;i!',lez 2:1000 psi `){1OPis � 10 ICC y,4 ASC;E. 7--10 ;Padding 46933 r (,a<,cic 18 in 0 9 ,L 7:: I 2 0.0 1 0 0.0 2 CMU COLO E -Pe! - t,69)i1I 7 ) 0rattan - Brace out iittnn r_.,,<"r;Data Cora 9,03" a a, X -;X _. u o rra depth 61,00p 0059 12,66,0,516,9 Bar5 a Bars per s.,t„at 02-0' Bars per side at +x & tos ci lbs ” Dead Los Factur AXIAL LOADS Axial Load at,0.0ft. Yrucc=it 80,a,I)::431 t5 -250 I 3 4'3k. BENDING LOADS Let. Uniform Load preatn1 p tl RY I is Moms,,3 Slosx,nt•Alo,sas,se i t'forctrrq ACe Ch,e k 2 0025 ' rha 04 E66,501660nal Checks Min „ Depth 42 8 ;n Sass °A55 Masonry Slenci h. ti ' r) a i 50t.r+U 5C)L+V r.Check 9 '0.0 5,4 G _eeP +1 ,5i) }Results reported for "Strip Width" of 12.0 in LI e9 ,V o ,:,i1 A St (OSS Paho - 0.409a 1)53'37 k -it rrri"?c7n Max Mu Min. Deli- Ratio Max. Deflection Max Pa "Ag Location Controlling %Jacking Maximum (CO rr tit,cs Top H gar,} Base ititerizantal i,rioa 2.kaist13 Ps 0.2°1 n'b"i Orr Oa ,Ir, itc,I S U `.lection, L,1_r sonry Column /as .iption•t•i; l,,I, r -ill Loost 1036 CS . 705 '. 7:35 fScse, 065 VB ,iaa l,53 3,44 44 (180 006 090 0 90 9.90 0 95 090 090 3Liu 0, <,...., 090 00rre; ;t 3,4apn;r fats; !actual 0.44 1, 1,006 52. Max , 0 oa R;An; P1,0 fi 0.1192 tr, Max Allow, De;L 0 30 22. 319 t9i 02"frr 5 167 7 ft 0-00'1694 Aa'l?d 8.' 038 rho hal r 1 Cr;sa 100.0 ps 0.3315 t Minimum' P)6 for Load Combs ati y t,rty D+L+W+ 32 DS" L +Lr Moment Valves PRRscs 7 7 ,s R38 .,3117 28 0111 Tisa cracker_, I a;rte, rre ( rc{Inn coni. N lls; 0.05 30'1.13 2133 3'31.t0() !'0.23 1'923 1923 .1.10a J.' 2 00 2024 .'1100 0 c2,3 22:0 31.tOC; 950 0.13 331.12 31 331.10 331 10 3'31 1a 33110 Top1 023 3 0 at .373 1..`14 III Base La, 0+0 751 0 , 7�, t (,:,;.r'[;. 1 3 U 1PASS 9.93;37 +0 150+,9: E 0.11:)1 PASS 0.0 ft 630-0 5..00' H 0 3 /66 PASS 4 899 7 s3 8P0s0 BSE ai 0.04909 PAST Maximum Reaction. hrffac€olid 9.033 It 10.025.X 8.150 6 3.36°0 k 3.360 k 68.420 k ak �t w_ois 3 1; -ft 2.165 k -ll 3kfi 0-170130 3931k -if ) -DsLsH 01315 PASS 0.'9336 9.0 k r3 -1'0!k .L7.L;-t•I 0,1181 PASS r;S 9.9133 it 8.10k. 08.420 k 1..1k 5.63 0.08182 ('3255 i.; 3 i; 5.50 w 68.420 X ., 7`,JLr+0.75(;Lski 0.14669 PASS , z° 31. 251. 68.3 1 k t3+Q , 05)0.751)5+I-( 0.1191 PASS C? 0 h 9.150 k 68.307 k. ,C"L. i50o"0H 032259; PASS 4 (3.32!; 6..60 is 17.366 k sps.0.70EsH 0.08182 PASS 5.69 k D 60.75010)0.75i 8.45566,,i9 012110 PASS S , II 19.9250 47.505k 1 P-il 4593+6 II26 / X 1.10.11 581; k -ii 3 028 k i< 3 028 k -ft 6 512 k -it dt 8.1,}k 3i Jk 11 5P0 k 5.003 k 1 131 k 8:100A Gn si.,c ham Py (=r PunIyasit Ern arut ' Max Ity of Grout t D as;ty Attack 1 , ghtf 76.;I vretph.t Watt is r,irrota ons per ,,bin; tions Used 2010 830 5 ASCE 7-10 rfrrations Gen �1 3` «. 3-sr�nC t tl �o Cr i e rlate r ao ry%V,all al riensia;>r-s s1 1 0 pa n, _r3?8 '40 pt:. tr Cilit 55.0 pal i,rary NyeS,,1 p.xtC6.; n fop 3 r.otir„7t \'Ear t' al Loads '7, r t 1 ..r!s1 1.. 2 _ . _. .. :(L a, 6,9650,49P LOssi 10,0 fl }.0 it ,9a 0.80 I1 ar;ry Noon Wait T'lirkr;eaa fo..nial Thickness Rebar. e distance Lower Level .el Reba) Bar Size Bar Spacing 6 ations per 6 Temp Dill ac as'7.,=°L , a 625 'al Min Atte a Dat (p! a e Deg RRata+ _ 160.0 r 3.813 In Minimum ,esikk3 Stet°k, - 0.0920 Fs LI P, rn ' 5 5r; 3.333. ;t it 0 St st ti 0.1} 0 'a ,'. n --,-as'.; ,399'19 ar COMPLIFS saTr'-r ,a f;5 a,,l t0 DING .t 5 FFEr r 's'e '.-I f k":rl(:r. 010N 09-16-13 Sang-Yuh i_ee PSI, Florida No 72328 ri, J 4x31, C (3 W u_a DRAWN BY MH CHECKEI:.) BY SI_ C' 7 mosaM Inswei aint ii . sa F-� ;r Cz'. -r' ro-- ii.s.a kJ 418 40 SCALE )( '34 4 E t.:AL..L AS NOTED 0333... X17 = 1/2 NOTED SCALE SHEET DATE 08-05--"13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WA I,... CALL, PROJECT NAME PARKLAND GOLF & CC-4lONOGRAM BRO WARD COUNTY LOT/BLOCK 0043 TEl NUMBER 0043 MODF1 STONEHILL ;ER ELEVATION NAME VERSAILLES SHEET NUMBER S6,02 AL NUMBER 10 0,0 3 - 5:24:25 pm cssi CD E CD L) LP) ro -"o U) CI) LU F- 0 CD C5.1 U) en , LLI 0 EY La >--J o_ _J 00 La_ 0 0 U) U) .57 CZ LLJ CL_ LLJ LLJ LU U') LU U) 0 CL. >-- c U- -••• 0 0 ce 0 Cr) LU ›0 - LU ISED BY OR DISCLO NS SHALL BE cY U) '27 LU LU LU C) U) LU 0 D U._ 0 UJ o rj; tia L u (1) U...1 LU LL. (9 LU CL_ CY: ul CC < LIJ CA- LLJ F- 02: LiJLU ,-Z 0 < ONS AND CONDITIONS ON THE JOB AND TOLL BROTHERS U) L.0 C.SC 0 LL LU CO 0 U) LU c LU Cl0 a IONS CONTRACTORS SHALL VER LU I--1 LU _J LU LU 0 LU LU U) LU U) LU 7=0 0 U) 0 Lu CZ L "--3" Y THESE DRAWINGS, 0 (f) U) 0 2:0 U") LU IIONS FROM JH1 >-- < 0 LU .61.! F- 0 UJ 113 ce DO UJ ce co U_ 0 Li- 1- 0 DLSI(iN ('ODI: I rido Iiuildinp (.1Hik) kcidonhIiL 2.0)0 rcrercnued stand 'do. LOADS: Rh)) 1: Ron) Li\ . -;0 p•41. Roof Dead odd 2 p-1101 kcor Dc...d 1 .,„LIUi;.04,f H) ) o2h;•'! ()( I Hof i\ ‘: oad Floor Doid Load.. p),r \\ INI) \\rind Speed (Volt) 110 mph i.,,,p05.41re (go;y .„ .... Risk Gattistil\ .... .11 Budding Lope .... Imeltised Internr1 Pressure (.6)efikaen) . . . „ 15 51011, Allmo. able Soil 13etti ..„.„:4160 pit (4MT: wIll SLii \Vt-41.4141 1) IzOoF ... pc„ lilpe „ . . i.H101 5. 2) NI.I.S 1-.Ateriot „,„ ,,, onto. It1111111334 hond, iN:mlorced Hr lint onus Wood \Nall 2N (") (cum.) "rr 16- D.C. Imo, H 0111 Still ,, 3) " 11.01)R I.ljlLnt e-4:11girwerk...N1 .4,00d floor utiv..e)., 4) 11.001Z L14.114.1.11 tionerGe slah on grade 1-41ges thlukencti \\. rth FOt..NDA HON with I- N1,11) ihkskuiloi 1)Qpth , , Masonry Slender Wall I" ot), 244.0ir 56, 4 644 k f its Dis 845 (3, ;.4).L.LI101,00.-na-Loo d Hollow Cor)54(.),(4t61&444..). ksi N (50 0 10,; 14)c.4,)10)64i4),..).$ 1-0,14,44)44 co 0OF,1,31 '0" F. ▪ 900.0 C ,CILittotiii4.4;it ti • 0.103a Bar; SSE46 Bal Sp4601141 4.4.46-)&ty (,-( 140 pitioi 4.4) Weicjht Nom -10 1VV.-.4041 ,0 c311. 55,0 vit Wall is ,youteoFt ehat (tray \N,111C.)1;-11,',1-1.,„[)r)s • ,..;();,..4 rL4vjh. Loir,,L15k4g1,1; 1•00 (1 .4.1; ; 643466n Fop & Bottum f;;Ln0,64.1 ii Ft OF aos 444.41cie Load ...oncentric Lo((id Loads 0 0 00 4 64 0 0 464 0.0 0 1944 icrr.pD), 61,440(&110;C!;,606.564 . 552 6-; 46It!! 0,150f r;43 65665 6 813 w.4;41) (1561,)0 66 8 0 8.6 1,6_1-153,4"64,2551 0.4230 Golculations per 1 54) 41 0 0 74 2 0 1)u5(4 ,(6.4,6y Of OlOiSOli .;()6;t4 * (AR! WA1,1 Di SIGN _ wafl 1) 1 he wax wind load or \\ all is 42 psfutiter applied load combinationt 2) The 11M:\ ("Mit \\ Ai height. is I 01-0- 3) Gravity load from Iloor is 131x(5(24423 p11 4) Gravity load from roof to 7x.55,(2 :193 plf Used 015 rchar \\ ith inotinng A 0,C, is OK. I he CM. \\ all is surfitatiot to resist the design toe load, rtid \\rod load OK. ('Nit situ ) the Ina wind load For nail is 42 psi 2) 1 he Ill IS (.41\11.1 iv MI height is 1))1-04:0. 111 floor 3) (ilia\ it) load Irma loll is 2'xo.5/2 pll 4) Gra\ •try load Iron) tool' is 40ix5542-1100 p1) Used 05 rebar tt ith IkFiItllli, 4' O.0 is OK. ('MU wall is snit hitdent to resist the design Ike 434. (,Ni),,: wall o a(1, a riti \\ Old 10011 ()K. ) '1111/41: 111.1X V:010.1 lou wall is 42 psi: 2) The rnox (.4\111 \:,lIltoithItolOisrr •01( 11001 3) Gra\ 00 load lloll roohis 204\55/2:0550 pH' Used 45 rebar g, Oh itid,loinir Il. 4 OH. OK. I he ( Nit ill issuthiGtait to resist the design h e In id tid so did 1oitd. ()K. 'WALL 1.:()UNI).1.11()N AND UPLIFT 1.:()R ()LI RUSSLS I Lin( tor 1 Story 1)1110 ma\ ('1\11 FOOd height is 10' 2) (..4.1\ load 1.1oin NIL \\ all is 10\110.-800 p1) 3) Ciravity load CP 011 roofis 20'.N55/2 550 8.00)550 1350 Use 14-01- monolithic (notings, the load beaning crpac y 1.31\2500 \ 0.71 4161 - 1350 OK. 13.11Xi111.1:1101:1 I. 10 Ion' 2 Story \sorst ease) 1) 'he ma\ \Nall height is 10' ))(4.0 ('MU wall is 10x) 000 pH' 13) Uravi)' bad oil]1114' is 22\65/2- 65 ph' 4) Hiiti horn !mil is 400\55•2 1100 p1)' (.3 (i5 ;; 11W) 1065 toe 20" monollihit: lootings, the load hearing capuolN 14),,k14.5.46!.SPE!.-464.140.0040,4134EOSNAR-1.6iSFEE.L.,40156.501,!1.- 41!!!!...!!4E-1,E).4!6!.,!!)464;64.4,4504A 0544. 4 Masonry Slender Wall . i.661,4141;i411151W.)'46,...1 13.3.34,666.3.6443.55 "NUMW4t1616410.12IIIIIILEEIZMILLI 04)&0Ipti1n : Gm) &A DESIGN SUMM/VRY [Results I eported for "Stop Width" of 12.0 in Ctipta.ity14A,8606 40 (4)0D wO 660434 Se4));)e Defioto 4) (.4uLR D + 0\AI 4;(433)6 Awl Loa0 aeck 4;1 200+-0.50U-1 0OIL" Vii '414 Fax Clod Cr)6.4). '6,1661'4„,n (414€'6,;( +1 400 Desiyn Maxi;num Combinations « r,i,)w)).1.-.; .0...44)1U:tad Moment 7.7430es P., 0 ,...Drmtb't Mor mu Phi Pie ttirt /65 460,451 514-4646883-64608 SI 9 67 10 1030 4124.041 .)04.444546 & 9 51-406 7.1 504 6 t 63,51 FIt ) 4, 1' 30103 1.005.105014 21 6,6 4166 "1 06042 6616-0 .504404 t.„04, t. t, ,..4,06-050040.2004E at 9644' to 06664 40900614 ai 5.016 503 -90D4E. 74 .7467 43 10.06 0.4254 MS6X Ma 0.5612 J64.1 Plo`!;...141 !(.44n Deft. Rain 5,001 -I Max D016,-.1ion 0 1131 b .1-0.4,4 Max ;kg 14 005 ;46'IS':: 1.0c011001 5 16711 CortoUg i(&144.1 0.001604 maximum Re04516ons;. Top Horiz.ontal Base Howontal Ver(43al Reactor) 1038 ftQ hal 9 4415 040 (.46)&041 Pm Mn for Load Coto&i.L14.n„ V4( Only 9+ L4 \A' 4S4. D + L Design MaNimurn Combinatio - 0,4'14 ,..,1,Nr,s taiwnet.1 Vahaes SVtutet,t,t DentaeliDn7; Nict ii 1F II Fl F ,,yoss I Cfacketi I i' VI' 3 orL4).44,(,1 12, Fl Ratk) Otata:,,D,,thon 0 4 6; at 5453 to 1.1,1) 616 6 03 -31 5510 to 533 6 1_ 20 6; 522 in 5 00 in 522 D ,«F SF''FO•'O' at 5 DO itt 51713 , $ 4;16;1 4 at 5137 to 5 00 D 4.-45,4,44,06(J 7)1,1 517117 4.4 5 )04 5,4.747;14 0 7E DI 0,0:1 Reactions - ',/,(61L4(4.46! 1-ivizontal 060 1 366 540 014 0.02 105)10,1 0 44 51113 44 0. 0 54 0140 0 .12 6144 6451 44 0 68 0.44 0 5f.6 0.114 002 :6.030 0 44 060 16 560 544 000 2 5:1 4 08 56 .4 04 128 0.00 108 000 1.2.0 1.3817 oil 150.0 0,80 in (300.0 ps, 0.1038 1.660 k'll 0.2130 k 0,2310 ,4 1.165 k " As R850 rho hal 000(0., 0.1020 0 1635 1.1038 .1 08'; 3 106;4 15:13 2 1605 0.1008 a 6817 0.102e 0.1020 :10017 0 4838 0 44 0110: '1800 5 1 "03 0 661 1106038 0 44 0.58 310,50 15 616 „1 , 4,4 2.11:1 1 661 5 044 050 :C01.10 18,40 ,,1 113 1 ;361 0 0.44 318115 4845 0,001 10,80513 0 44 001 :01 10 10,11 01,160 37600)6 0 446 "8 42 :1.11,10 66 ',.( :.1 160 1700 7 114 4 4.41 002 321 10 '019:723 I "06 0 000 6 0 000 , 1 160 , 0.043 (4i. IN4111.1(41.11.44c1 11 The max framing wall height is 10' 24 Gravity loa(iIroin banning \\AI is 0x10 100 plf 3) Gras it.\. load trolls floor is 324\65/2 1040 0 1(1011040 • I 11) I .54 in0;1101ithi(, 1001111:4S, thv load hearing, capacit\ 1.33 \ 2500 3325 4 1140 OK \\,),),A p101 roctlIT: ;;:o. 10,R1 65 '1 12,.0 1-1:.4.'2500}'(1..2) 1.4 ii 2".\(.211- VG OK. 06-3 \ IF .1: . (3) 11<41 \\ ism lit t.11 oofinit- (1464> 1»,H 111m1 11\s Iron) high tool phlt load iss0 114, tOt stinpion i 1 15 141trarsitau 51 \50 464 d tiny, heidird n61 '4-0,nr0son I -H.,Ip..41p) 4233110 '1311100101 i'o,Fi'OIF'o O Gm, 14stin t( 1) 1 Spoii Gra it t, 144,4 I 564a.H CA.) t 011606:64 532011 A1111(2) 6644 sIt 00(630. t,,I 01311 01111110 .101.1. 1.01 ;''))) IIIkip • (4 4,i)314-14` fts..10 Spin i 5)44)' (11,1\ 11 14)0)1 «1,1) cool; 6).1\ 5.0)y)..d \ •). 11) .1)0005-11,1' ', 1.1 kJ! (41) 0,q0r load: 2'Nr)3TNIN (..)i)651,11 irdinn),„! wall: 10 pNt kll t.),c 2,13 -(d) (4, i,44,041'& 311 at hollow.. (1.) 'LS oo,idic. ;nol ( 141)) LI' lop ,t) 5(11 ; I ,P1,P. Lohw i) IHI! 10 (.211-.14,1,\ H,H (o4M2 ( ;) ' N ).\ \I' kh ,„),„,„h \11 4.010 ,it olwkni14..m)1ti Hi. 0 1;4.-)mt) 13-2“ '130 ',441'.04,001 ')..) KT) s IL t.4L111; ‘'Hit4,11 ; „did ;-; 114D, 4t; ( Hr 112. kip '35; 2 isiro-, (,)) 1,010), 6,4) .3) Ills)' ) )331' h i1110t-1114,,y 5'14' to a),tt.,16 IF ,f; MY !ss!JE;i, 0.,41 01! St S54, 6 15 E 40,,,E,156, COMPLIES AITH4EF A1340.0E!!!! 1!!!0,0, 4;0[1E04 001,1114.011 SE )IFFIF I -J8066,831028 09-18-13 Sang-Yub Lee P.E. Florida No. 72028 0(1 0 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WALL CALC, PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TB] NUVBER 0043 MODEL cTONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S6.01 SERIAL NUMBER 1010.0 21, 2014 - 12:49:51 pm E: Tuesday, Jan u_ 0 < 0 u-) O I -U CC Lu CL ow LL ec 0 " LU CL_ 0 - -J LLI LJJ >F- LU 0o 0 Fj3 (751LI 1 ! LU LLJ 0 0- F- LU jr CC LU (J(J) CC a_ CC ›- >-- UJ LLI F- (.9 CC >-- a_ 0 UJ CC 0 cc Lu F- 0 riD _J 0 LL_ 0 LU 0 0 CL LU F- 0 >- riD 0 LU 0 LLIC CID >- riD0 U-1 11.1 Ln LU CC LU CC 0 CC 0 LLI 0 Ln a. 0 Ln LU LU (.9 C9 LU 0 LU 0 -J ORATION FOR A ce 0 irze 0 Cil cr (LI! >- 0 SED BY OR DISCLOSED LU riD _J _J (i) 0_ ce 0 Ln Lu LU C9 cr Lu 0 Lu 0 . NONE OF SUCH LU CL CDC 0 LU 1.7-2 U LU a - (I) LU F- F - 0 0 C.9 0 Lu LU F- 0 0 (n uJ ci LU LLJ 0 m 0F - SIONS AND CONDITIONS SHOWN BY THESE D LU LU TIONS FROM T c LL_ 0 0 LU LL 0 1.11 Co (f) 1.1_1 (-) LL 0 NSTALL STE_ CO AND CDU WAL __U v N BETW SEN CAN LEVER Al\CI BEAm _ - 8x8,412)" LIALL 1. AL SI LEL 0 31 A36 'BEATE 2. AL EITICIPODES TO BE 70XX 3. ALL WELDS TO BE CONTINUOUS. 4 ALL WE ID NC 10 NE E=CO'vED NY AWS CERT IHED WEI DERS. 5. PAINT W/ A PAINT HAVING A 950 7 NC OX IDE COWEN 6. Al HOE FS TO BE 7/8" FOR 3/4" 0 x 6" H LT KWIK DOI IS 7. NOTIFY SF S ENG NEER OF ANY HISCREDANCIES SY2" x SY2." x 346 STEEL _ TUSE COLD MN. 8x8xY2" BASE ELATE -- 1,, 1- 2 L \\i /4,' L --7 --\7" 19/32" CDX PLYWOOD SHEATHING WITH 8d -- RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) -\/'" 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV, COMMON NAILS, lx2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. 5'" PLYWOOD NAILED TO ROOF TRUSS - 8 W/ 8d COMMON NAIL 6" 0/C PROVIDE 2x6 BLOCKING AT MIDDLE AND 5/8 " PLYWOOD NAILED TO 2X6 BLOCKING w/ 8d COMMON NAIL @ 6" O.C. SIMPSON HETAL20 TRUSS ANCHOR WITH (14) 10d x 1--" NAILS TO TRUSS. \ - 2X6 VERT. MEMBER OF ROOF TRUSS -----2X6 BLOCKING BETWEEN TRUSSES, 16" O.C. VERTICALLY AND PLYWOOD SEAMS, TOENAILED E.E. w/(2) 12d GUN NAILS —ENGINEERED WOOD TRUSSES © 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6, PT, BLOCKING BETWEEN TRUSSES SECURED TO TOP OF BOND BEAM W/ 0.177" 0 X 2-7/8" PAF. 2 PER PIECE AND NOT MORE THAN 12" O.C. NN- CMU LINTEL. OR CONC. BEAM SEE PLAN S NUT_ 30 w/(1) Al LEDGER ND BEAM D3L HON B EA w/ (1) #5 IA GROW SOL D (2) 5 DDSON 2.5, ONE FAG S DE_ W/ (5) Ed x 1,3," CALM., EACH END. DNIC IN AND ) d EC COMMON NAIS, 0E -NA LED, 2 EACH SIDE N. L3. ---- DBE 2x10, P" , SECURED S 'HIEN ROWS 16" 0/C 19/32" CDX PLYWOOD SHEATHING WITH 8d - RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, lx2 SECURED WI 10d GALV. COMMON NAILS 12" 0/C. //2\ " PLYWOOD NAILED TO ROOF TRUSS W/ 8d COMMON NAIL 6" 0/C PROVIDE 2x6 BLOCKING AT MIDDLE AND 5/8" PLYWOOD NAILED TO 2X6 BLOCKING w/ Ed COMMON NAIL @ 6" 0.C. LEDCH DSON EL: (+)10' - BIM. 0- -.:USS -VI v - 2X6 VERT. MEMBER OF ROOF TRUSS 2X6 BLOCKING BETWEEN TRUSSES, 16" O.C. VERTICALLY AND PLYWOOD SEAMS, TOENAILED E.E. w/(2) 12d GUN NAILS -ENGINEERED WOOD TRUSSES © 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ---- SEE PLAN FOR CONNECTOR (2)1,.2d GUN NAILS © 6" O.C. DBL. TOP PLATES 2x6 or 2x8 STUDS © 16" 0/C 2x BLOCKING AT ALL PLYWOOD SEAMS - 2x8 RIM BEAM NAILED -- TO EACH TRUSS IN/ (5) 12d NA _S PER TRUSS SIMBSON LSTA18 EVERY STUD —12d NAILS @ 8" D.C. -(3) 12c NA LS © EA. FL TRUSSES 2X6 3LOC<S BETWEEN TRUSSES NA LED TO 2x8 HM BEAD w/(2) 8d NAILS 7,FIZZZ/717717ZZLI.27i7ZZI_Zri.r.r, ISNOVVSNISIVRORDY, 2x6 80-1-1. RIM BEAD NAILED TO EACH TRUSS w/ (3) 12d NAILS PER TRUSS CONC:mE L NIEL -- SEE DI_AN FOR SIZE & REIN:ORC DENT -- SIMPSON ME:_ [A20 EA. FLOOR TRUSS SCALE: N.T.S. FT HAND SE TO THE HSI OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IR EFFECT RS OE DATE DF CEF-DFICR-70,, BETo.N. 01-20-14 Sang -Yob Lee P.E. Florida No, 72328 c ci • a., • 0 z 0 • 407)248-5800 • FAX (407)248-5899 ANDO • FL. SC SC DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO RJ -77775 11/14/13 SL /2\ROOF REV. 01/10/14 SL SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC-MONOGRAV BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S5.07 SERIAL NUMBER 1010.0 21, 2014 - 12:49:43 pm 00 -o (1) LUF- NS INDICATED OR REPRESENTED BY Tb 0 0 1 ILA CL UJ 0 DE U -I LIJ 0 U-1 0 cL cPL. 0 LL, 0 L BROTHERS 0 co 0 LU 0 (f) 0 1=-2 0 0 (.) U) 0 U) LEI BLE FOR ALL D ORS SHALL VERI ENSIONS CONTRA ITIONS SHOWN BY THES NGEMENTS AN TIONS FROM T 2x4 @ 24" O.C. W/ (2) 16d TOE NAILS @ EA END AND EA. SIDE SIMPSON H10A EXTERIOR OR BEARING WALL —2x4 © 24" O.C. W/ (2) 16d TOE NAILS © EA END AND EA, SIDE. SIMPSON META OR H ETA EXTERIOR OR BEARING WALL 1 or 2 SIMPSON H10A TRUSS ANCHOR WITH 10d x HDG NAILS TO TRUSS AND 10d x 3" HDG NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. 4a ALLOWABLE UPLIFT = 1140 LBS (1 H10A) 4b ALLOWABLE UPLIFT = 2280 LBS (2 H10A) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. SCALE: 3/4" = D \ C ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 or 2..8 STUDS @ 16" 0:C 2x BLOCKING AT ALL PLYWOOD SEAMS WA RAFTER/HUSS H1 OAFRONT VIEW ID D \C 2x4 BLOCKING, © 71/2" 0/C CUT TO FORM RADIUS OF ARCH. END NAILED TO PLYWOOD SHEATHING, INSIDE AND OUT AT EACH END WITH (3) 8d HDG COMMON NAILS 3 LAYERS OF 1/411 PT PLYWOOD SHEATHING ,GLUED AND NAILED TOGETHER W/ 8d HDG COMMON NAILS AND GORILLA GLUE. `,1 1.41""akik: LINTEL OR CONC. BEAM SEE PLAN 4 ° 4 -2x6 BRACING PLACED AS SHOWN. SHOULD BACK UP TO EVERY OTHER PIECE OF 2x6 BLOCKING. NAIL BLOCKING TO BRACING, BRACING TO BRACING, BRACING TO MAIN MEMBERS W/ (3) 16d HDG COMMON NAILS. RT. 2x6 Al 'ACHED TO CMU WALL w/ 1/4" X 3/2" TAPCON © 6" O.C. MIN(2) TAPCONS © ONE P.T. 2X6 MEMBER ADD MIN. 2X6 AND MIN. 12" LG w/ (2) 12d NAILS @ 3" 0.C. FOR SMALLER SIZE OF TRUSS 5a ALLOWABLE UPLIFT = 2050 LBS (1 LGT2) 5b ALLOWABLE UPLIFT = 4100 LBS (2 LGT2) SIMPSON LGT2 OR LGT3: SEE PLAN FIRST ONE APPLIED TO INSIDE FACE OF WALL 1x2, 2x6 WOOD FASCIA SEE — ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. 2x6 STUDS © 16" 0/C SEE PLAN 5c ALLOWABLE UPLIFT = 3685 LBS (1 LGT3) 5d ALLOWABLE UPLIFT = 7370 LBS (2 LGT3) 19/3CDX IlLYVVOOD SHEATHING WITH Eid RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 BLO'KING AT ALL PLYWOC: SEAMS EASTERNERS SIMPSON LGT2: 16d SINKERS, FILL ALL HOLES SIMPSON LGT3: (26) 16d SINKERS TO FRAMING WALL AND (12) SDS 1-"X2? TO G.T. USE (1) SIMPSON HTSM20 FOR UPLIFT LESS THAN 1175 LBS USE (2) SIMPSON HTSM20 FOR UPLIFT LESS THAN 2350 lbs SIMPSON HTSM20 MASONRY WALL W/ CONT. BOND BEAM BLOCK NG AT L8" O.C. FIRST- 2 s DArrs EACH END. TYPICAL ROOF TRUSS SIMPSON MSTAM24 MASONRY WALL W/ CONT. BOND BEAM V\I( AIIMILMONSINESS9 TYPICAL FLOOR TRUSS (2) 12c @ EA T NA LS TOENAIL SUSS TYP OVER HA INC „--,Iii I I -I-, 1 4 1 1 D SECUSE TO SOOF 'HUSSES S MPSON MIS 12 © EAC GO -(N LI ‚4— 6'--0" MAX SEE PLAN FOR LOCATION 1x4 BIM. CHORD BRACING 72" 0/C MAX., SECURED W/ (2) 1 Cd COMMON NAILS Al EACH CHORD INTERSECTION, TYP. 3 LIT LT -7" ENIW 1x4 DIAGONAL BIM, OH BRACING, SEE PLAN FOR LOCATION )RD BIM. CHORD OF WOOD ROOF TRUSSES END CONDITION, IF DEPICT if 4 SLOT 4 - 4 _1 4 4 4 a 4 A 4 a ' 4 4 4 4 414 IC 01 1 LBa CREATE APPROX. 4x4 HOLE IN FACE OF MASONRY TO ALLOW - GROUT TO FLOW THROUGH REFER TO ARCH. FOR ARCH PROFILE ADDITIONAL STEEL REINF. IS NO- REQUIRED UNLESS SPAN IS GREATER THAN 7' - 0". IF SPAN > 7'-D" PROVIDE (1) #5, HORZ., EXTEND 3" OVER SUPPORT GIRDER TRUSS POSITIONED AS SHOWN ON PLAN 2x4 STIFFENER NAILED TO VERTICALS W/ (3) 1 6d COMMON NAILS STIFFENER SHALL REST ON TOP OF BOTTOM CHORD AND TOENAILED 2x4 VERTICAL NAILED TO ALL MEMBERS W/ (3) 1 Ed COMMON NAILS, VERTICAL MEMBER SHALL FOLLOW PROFILE, SQUARE OR ARCHED, FEHR 10 ARCH, 2x4 BLOCKING FOLLOW ARCH. PROFILE, (IF ARCH PROVIDED SEE ARCHITECTURALS) 2x4 BLOCKING AT ALL PLYWOOD SEAMS ALL THREE FACES PROVIDE 5/8" PLYWOOD SHEATHING (3) FACES NAIL 0/ 82 COMMON NAILS, 6' 0/C, ALL MEMBERS SCALE: 1/2" - I, ) LEFT HAND SET TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, 01-20-14 Sang-Yub Lee P.E. Florida No. 72328 • CI) • a, a, • • H H MU • z • 407)248-5899 0 • FL. 32819 • VE. SUITE 100 2966 COMMERCE DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO RJ -77775 11/14/13 SL ROOF REV. 01/10/14 SL SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK TBI NUMBER 0043 MODEL STONEHILL 0043 ELEVATION NAME VERSAILLES SHEET NUMBER S5.06 SERIAL NUMBER 1010.0 E ci CNI (.6 Or) (N L CI) E a) CL >:: cr) LU F- a 0 11J 0 a LU CL0 __J LU LIJ a a LU 0 LU UJ LU LU LU >-- c3 LU >- CL 0 LU Of cm LLJ F CO F- 0 c LU CL0 cz LU a in a LU 0 L1.1 7-Z 0 (i) >-- a 1.1J LLJ Ln CrLU CLLU 0 a LU Fa LU a (f) LU a by _1 =1 (-0 LU CL LU LU F- 7.3 0 UJ > LII LU U)0 CL CL > Lt 0 c51 CL c 0 cr: 0 [zi 0 ce LU CL >- a LU L,0 0 a > a LU U) UI U) CL 0 UI LU U) U) LU a (f) LU a :r (f) LL 0 LU 0 LU 0 CL ce. a LU LC LU /---1 ce LU LU F- THE JOB AND TOLL BROTHERS 0 U) /-4 0 a BLE FOR ALL DIMENSIONS A (/) 0 CL U) LU LU CO a LU in U) 0 0 (r) 0 (1) LLJ a LLJ (..(1) LU 0 LU LU a CL LLJ __J (f) (.9 a UJ U) LU F 0 (i) 0 LU LU 0 U LU 0 0 F- U-; a UI LIJ F- > - •••z 0 a a 0 LU 0 a LU LU Ca LU LC0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2 -ROWS, 4" 0/C BTM, LAP TO OCCUR OVER STUD 1/2" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 24" 0/C MAX. 4" MIN. CONC. EMBED 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS — W/ (2) 16d TOE -NAILS, E.E. SIMPSON SPH4 OR SPH6 OR SPH8 TOP & BTM. STUD PLATE TIES W/ 10d x 1%" GALV. COMMON NAILS. FILL EVERY HOLE. DO NOT USE 3" LONG NAILS! ('4 arrr VERIFY HEIGHT OF WALL W/ PLAN - 2x STUDS © 16" 0/C 1 STORY WOOD BEA SECURE FLOOR TRUSS TO TOP PLATE: SEE DETAIL 4/S5.03 OR 5/05.03 NG WAIL (2) S MPSON SPH4 OR SPH6 OR SPH8 (2) SIMPSON LSTA18 HEADER: 25 LsL - (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" 0/C SEE PLAN LG (4) SIMPSON SPH4 OR SPH6 OR SPH8 SIMPSON LSTA30 W/ 110d x 3" GALV. COMMON NAILS, FILL EVERY HOLES 2) FULL HE 'H 2x STUDS I -- (2) JACK 2X STU Y.S UNDER HEADER 0. 32" MAX, C SPACING -1/2" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6" MIN. CONC. EMBED PLYWOOD WALL SHEATHING SECURED W/ 1,.11 ad COMMON NAILS, („_ID 6" 0/C FIELD AND EDGES. 1,t (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" 0/C —DOUBLE 2X STUD AT CORNER AND ROOF G,T. LOCATION LAP TOP PLATES AT CORNER, TYPICAL -(2) SIMPSON LSTA30 AT G.T. AND CORNER LOCATION TYP. - PROVIDE 2X BLOCKING AT SPACE BETWEEN FLOORS. USE (2) 16d TOE -NAILS AT TOP AND BTM. TYP. 8d ANG SHAN K NA 2x/1 W/(2) 12d NA PER EA STUD LS 2x6 Al 16" 0.0 MAX. SIMPSON LS 0 16" 0.C. NAIL 2x KM. PLATE TO PLATES BELOW w/(2) 16d HOC CU VON NAILS, 8" 0.0. CONN PER TRUSS MAW:- 2/7/2ZIZAW/7.1121.41/ZZIEir/ZW4 CONNLC I OR PU ER IRUSS V AN UL. — G. F. TEL -LNO'D FLOOR TRUSS 8d kAIL 6"0.C. 2x1 W/(2) 12c NA U S MPSON LS IA18 0 16" 0.0. VAX 16d NA I LS —DOUBLE 2X STUD AT CORNER AND ROOF G.T. LOCATION 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, E.E. , t • 2x BLOCONG TO ANY PLY W000 SEAM PLYWOOD WALL SHEA [HIND SECURED W/ 8d COMMON NAILS, 3" 0/C AROUND PERIMETER, TOP & BIM. PLATES AND BLOCKING SE Al 1/2" 0" NOTCH DEPTH <',/d2t'D OUTE 1/3 OF SPAN ONLY HOLE EDGE >5/8" HOLE DIAMETER. r-1/"*D SGL. STUD 1-10LE EDGE >5/ " HOLE DIAMETER < DBL. STUD VOM11.10,.1.0IfflaMM/1.....,.....11W.L.MINA,411.0.1....1.../AMANAY014101......arornb..,1.40/40•02*WaronnaVArna,MM SC.A1,[4 -':1' " 1/2" 0 X 8" M]N. EXPANSION BOW W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6" MIN. CONC. EMBED PT. SYPI2 SILL PLATE — CONT. 2X6 NA L TO TOP F.:IBM-6 OE TRUSS w/12d NA L I 6" 0.0. NA L TC) VERT VI \1BER C ' 'TRUSS w/(2) 120 NAILS ZEZ MAX. MIN. SOLE(BOTT.) PLATE BREAK(SP /54,,,,I1ILMAIMMIMAKin..&21.1,04160.M.,,I...411.,AMMIFFuirAWYMOUPDAMORM S CUED L) IC) w/(3) 121 ON NAILS PROV TRUSS __AP SP JCL I„..00 A ILD TOP DCI Foy op FLOOR TkUSS "ZZ,Z,Z. 7 / L 16" 0,0. - 2X6 TERMINAL -10\1 BLOCI‹ NG SECURE TO 'VLHL vrEvBER OF TRUSS w/(3) SOS DIA. x S' SCREWS. SECOND 2X6 wA 4.) SOS 4" x SCREWS. R kr/ 09-16-13 Sang-Yub Lee RE. Florida No. 72328 C US F- (}) ^v. DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC-MO\OGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL SION EHEL ELEVATION NAME VERSAILLES SHEET NUMBER SERIAL NUMBER 1010.0 S5 11.1 1 - LU U) LU cL LU C) LU L1_ 0 0 U) u -I CL LU LU F- .7.7) 0 LU LU 0 U)F- 3: Lu 0 ClCL C LL 0 U) ce_ 1.1.1 Cl_ >- 0 F-0 LU 0 _J () (f) 0 >-0 C) (/) LU Z. (j) U)O(5 • ▪ I-1 ILI 2: CC) LIJ <0 UJ (f) U•) •<::c L.) rf) 12K LU Ll..1 LU Lu < • LJJ > (.1) < (-9 _J Lr) LU (..p) (i) <(5 LU = < P • LJJ LL_ 0 1-1-1 F THE JOB AND TOLL BROTHERS MENSIONS AND CONDITIONS 0 0 LL LU -J CO 0 CL U) L1.1 CC LU CO LU _J Li) 0 F CL 0 U) L1.1 LU CL 2: C.r) LU LU ( <I- U) Cf) LU C) LU CL 0 LU 11J CL (I) LU F- 1-1 0 , Ni LLI < U 0 (..1") 0 LU 0 U.1 c 2: U) L1.1 0 _J 0 F- > -- CO 0 (.1) -Z• CD 0 (-) 0 con 0 U) LLI 4-4 0 LLJ 0 C LL Cr) C) CZ >- 0 LU 0 LU UJ U Li_ 0 PRFLANIGINE ) WOOD HOOPkuSL.FS A [ (MAX.) TYP. ZW.4.44.4.444.4444, zrz " Z.ZZZZ (ID CT) C) 0_ HUSS A\C R001 F RAM -1CR: S - NG PLAN CD ED CD 1.1 SEE. PLAN FN FYP. CONNECTION OF C RDER 1PUSS • .4; • • .54. • 4. 4- - /•• N) IL • n • - // (I.:NU IN ILL. Dl:1 11...AN N 1-100i< AT 48" 0.0. PENINOE LARGER ,T1BAN 0" WALL STUDS FT 16" OH MAX. SEE BEAN FOR WALL STUD NEORMATIO TYP. Rd PING 's IAN K NA L 400. CON 1. (2) 2x4 F RST 2X4 w/(2) 12d NAILS supsoki DiAlS © 16 0.0. Ax. 0-1EL-LNG Ni ERED - ROOF TRUSS S MPSON U210 w/ • (1 0)16c NAILS TO LEDGER AND (6)100X 1 Y2 10 TRUSS -TSP. N SEE PLAN I BOND BEAM SINCILE BOND BEAM W/ ) # 5 COURSE GROUT SOL. MORD. W/ B/"U" LINTEL FILLED CELLS © EA. S DE OF OPENING SEE PI AN (TYP.) D ------- TRUSS ANCHOR: SEE ROOF FRAIv NC PLAN SEE 5111,11 51.00 FOR ROOF SHEATH NO LK. PL.A 1F. 10 RIBBON 160 HOG COMMON NA 5, 8" O.C. AND TO -TRUSS w/(0)160's. - 2ND PIN. FLOOR - YP. PHI -ENG NELRE0 16 )EF FL TRUSS, SUBMIT DI IOP DNAWINCS FOR REVIEW AND APBROVAL SF S PI AN 2X12 W/(2) SOS Yd."x8" LO SCREWS PER EA VERT S 100(16" O.C. v AND (1) SOS )/4"x8" SCREW 16" 0.C. 00 LF PLATE AX) : 0" BIM OF TRUSS 10P CW BEAV HI AND/OR WRAP LESCI 11.1 1 UNDER OR /I\ POLJNE, THE 160 .0 13 IM CHORD 10 THE WOOD THI COW HF FE ELUTE LW COONECTOR CMU LIN -TEL SEE PLAN FOR S ZE AND RE NFORCEVENT SOLA FL BBL. KNOCK OUT BLOCK IV (1) # 5 EA COURSE GROUT SOL D SIMPSON 0210 w/ (10)160 NA LS TO LEDGER AND (6)100X 1 72 TO TRUSS TYP. P.T. 2X10 LEDGIR: ATTACHED TO CMU WAL Ytt" DIA.X 9" LO. EXPANS BOLTS © 24" O.C. w/ 0 S ----TRUSS ANCLION: SEE i'OOF FRAM \ (1; PLAN .01-3L HOCK OUT BLOCK W/ (1) / 5 EA COURSE C IN I SCELI ON PLYWOOD WALL SHE ATING NAILED TO FRAMING. 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS XL 6" 0/C, FIELD, EDGES AND\,„ 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HEITAL20 TRUSS ANCHOR WIT (14) 100 x NAILS TO TRUSS. 1x2, 2x6 WOOL) FASCIA SEE Es ARCHITECTURALS 2x6 SECURED W/ (2)16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C, ALLOWABLE UPLIFT = 1810 LBS ON J SCALE: 3/4" - 1' ENGINEERED WOOD TRUSSES LEE- 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. Es- BOND BEAM W/ (1) 4 SEA COURSE GROUT SOLID 19/32" CDX PLYWOOD SHEATHING WITH 80 RING SHANK NAILS 5)6"( 0/C, FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 TRUSS ANCHOR Vii'H (14) 100 x NAILS TO TRUSS, ENGINEERED WOOD TRUSSES ------- © 24' 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 1x2, 2x6 WOOD FASCIA SEE - ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, lx? SECURED W/ 10d GALV, COMMON NAILS 12" 0/C. CAl I r' ()" CMU LINTEL, SEE PLAN FOR SLZE AND REINFORCE/MEAT 2x6 [3NAOING, 10 4 s Adil (".)/2 - ) 11.ALEDAS )HOWN. SHOUI U HA(,K UP TO EVERY OiNfik PHIT OF OCkING Al RHOCHNC () PR/TINc. 55t( 1/ 10 / EiNACING, URACHN(1.., MAIN ME EV/ (.,'.)) (Xfi.,/AION lx PT WOOD BUCK SU: FASTENER SCI-IEDULE FOR A HAD1M ENT. HEADE.k: PLAN 2x4 13) 02/ NC, 9 //1/2" 0/C I FORM RADIUS OF ARCH [ ND NAILLD 10 WOOD II A II INC, AND C)) Al I ACH IND III (:)) Ku iDO (.AMMAN NAL LA)LU H. l."P PI .1.//CEO `r:)111. A II 47/8 WDE, CLULD AND '1/0 ED 1 -(ILL . \AY/ 8d HDC COMMON Ni I' AND GORILLA DL)), PI AN FOR OR BE_ !WEIN ELI'DER AND P()' T OR '3 )UID 226 /1HCOOILO HAM0 WA w/ (2) 16d HOG COMMON NAILS 0 6" 0.0. WOOD PO`ISTUs WOOD STUDS y 1 - !..i•ST Of t••,i KNO.'d CC,MLIF.5 WYTH "HE AII..p..:43LE .N EFFECT AS OF CiATI. (e" 0-1613 Sang-YA Lee P.r, Florida No. 72328 -C) <11 215 C-•-• (-1 DRAWN BY CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC-VO\OGRAM BRO WARD COUNTY LOT/BLOCK 0043 TEM NUMBER 0043 MODEL STONEEHILL ELEVATION NAME VERSAILLES SHEET NUMBER SERIAL NUMBER 1010.0 E o_ Cr) CV 1:0" CD ) SD E cD_ a) co a) F- LU F a r- DRAWING ARE 0 1— I >- CO LU F- LU Lr) LU CL LU 0 0 LU I--- 1-4 1-1 U) C.`") CD k---1 (N C2(_. ra, 11J — Ce Ca _J 0_ 00 (JF- U - 0 0 (f) LU CL. LIJ 0 LU L1.1 0 Ln 1_11 U) 0 CL 0_ 0 LL 0 0 c•_d (.3 0 ) LL 0 U) r_L LU CLF - 0 LU (.1) 0 LT) 0 cr0 C1:1 0 LU U) C) LU 2E (1) NGEMENTS OR P LU 0 LU 0 1-1 ED (f) LL. 0 1.11 1EN LU (9 1-- U LU C) cx CL 1.1_1 Li - U CL LU """ 0 1.11 0 THE JOB AND TOLL BROTHERS BLE FOR ALL DIMENSIONS AND CONDITIONS 0 U) 0 0_ LU LU 110 0 LU U) of. 0 ONS CONTRA L CT) LU (_) Ln LU (f) (.1) (.9 :"Z ON THESE D 0 LU LU >- aJ (I) U) 1-4 0 0 C.) 0 2•_.• 0 LUJ LU a.: 0 LL. :"Z" OH - <C a! >- Li - LU L--- U_I (.0 LU Li IL0 LU LU LU 0 CO -J 0 F— (r) CD CL1 CD C_D .4444 -4_1.4.4.4.44, 4 447 lt_44 g .44274,444.444:444 414 zirizzz-z.-zz.exez ;:ezz-r,r,r .:44.ZZ;4" ROOF TRUSSES @ 24" Q.C. SI PSON 1110 'TYR. U.N.O. DBE. El 0.1. A 0C,KS AT I) (2) TS( A HEADER - --< 24:4 SEE PLAN OR SIMPSON (2) U.N.O. SEE. PLAN .O.TOP PLATES SIMPSON SPI 6 16" O.C. FOR 2X6 WALL (SP 8 FOR 2X8 WAI I . NA L S STUDS T GE_ I HER W/ 16d LS LY © 12" 0.0 (2) S FY_) -.)ER SILLS -CHEDU MPSON LSTA18 WALL STUDS © 16" 0.C. -DOODLE STUD U.N. 0. - SIMPSON LSTA18 Cg) 16" O.C. MAX. 2x6 P HON, CONE. NA LI TO END OF TRUSS w/(4) 16d LIDO COMMON NA LS SIMPSON MI TA20 LACE TRUSS EACH END 90A STD. L 00 KS 2x6 E, GC.:NING - SET. DETAIL 2/55.03 OP L 2x BLOCK NOS W/ MEETA20 FOR NINO TYP r. • 41-T• • : I...., " • "a1 ".; ^ -.7 1— : 4f. _GT2 (2) SIMPSON LSTA18 FOR G RIDER TRUSS (2) 2x BLOCKING W/(2) -E-TAL20/11SS FOR GIRDER TRUSS TYP. SEE PLAN T.O.B.BEAM DOUBLE BOND BEAM W/ (1) # 5 EA COURSE GROUT SOL COOED, w/ Bill" LINTEL NIEL AN FOR RFEAR ii 4 I. ED _LED C1. --.11..1...S 0 LA. SIDE OF OPENING SEE PLAN (TYP.) SEE PLAN T/EIG. 1i"(%2") P__YWOOD WALL SHEATH NC SECURED w 8d COMMON NA LS, 1" 0.C. IDLTD AND 'EDGES, AROUND PER 'MEIER NA SHE [I- INC TO [OP & BTM. PLATES AND H VYING w 8d COMMON NAILS, 2" IC., LACH VP VBER. IF IS S A SHEAR WAL NA I REQU RI ENT. 1...OWER 'OR TION OP RI WOOD --- WALL SHEATHING SI-IALI__ EXTEND OVER THE TRUSS AND 13 -Tv . PLAT. AS SF -OWN SIMPSON I_STA18 0 16" O.C. MAX. WALI S RMS 10 10" O.C. VAX. S11_ PLAN FOR WALL STUD NEOR vl A 'HON TYP. - NAIL_ 2x 1/ PM. [LA I 10 RIBBON Id.)0:; COMMON INT W2 5, ?2," 2x6 R HON, CON T. NAILED. TO END OF TRUSS w/(4) 16d HDC COMMON NA LS 2x6, P1, BLOCK NG BETWEEN TRUSSES SECURi'D -To roP 0". BOND BEAM W/ (3) El LTI AE, ZE 72 P8S36, In" 0, 2-8 _CNC, 10IIi WASHER. AND 10 I RUSS w/(0)16( 's. DOUBLE 'KNOCK OUT- BLOCK W/ (1) # 5 EA COURSE GROU'T SOLD SEE PLAN_____ 2ND FIN. FLOOR 'TIP. PRE -ENG NEERED 16" DEEP I 1RUSS SUBMI-F SI --IOP DRAW INGS FOR REV LW AND APPROVAL I )10E.--- 0" P'1M (X' INN SS TOP OF B...1_.A1\/ 'LACE AND/OR WRAP .3D// R001- I- LI 1 HOT R OR AROUND 1-111: TRUSS IITM. CHORD 10 ISOLA I ERE WOOD TT-- CONE RTHL (SEE ELAN TON COON I 'U II CIVU DL AR I\IC 543"(%2") "LYWOOD WALL SHEATHING --- w/80 COv MON NAILS, 6" O.C. FIELD AND EDGES, AROUND PERIVE [ER NAI S+!LA II -MC TO 'Tan XL HEM. P!....A TES AND BLOOKAG w/8d COM v ON NAILS, 0" IC., EACE-I MEMBER. THIS IS A SHEAR WALL NA L C HOU FOOT NG (SEE 3 LAN) SEE "L_M AND SECT ONS FOR SIZE AND -E.INFORCING. ([110) RI MEN F SIMPSON LS1A18 10 16" 0.C. MAX. SEE PLAN TO ILL (CR 1 RAM NG WA -- ONT. 2X6 [PUSS w/[ 20 NA 1 10 0" O.O. NA L. -0 VERT !vri_VBF OF 11RUSS w/(2) 120 NAlId:.; NA L 2x ER FM. PLATE TO I RUSS w/(2) 160 EDO COMMON NAILS, 8" O.C. I__ADDE TRUSS i— 2X6 S I RONCI;BACK HcuRED w/(0) 12d COMMON NAILS PROV DE 2 • IRUSS LAP11'1E4 ICE 1 00AIED El I 10P OR 130110M OF 10_00R TRLISS SI -11:1A THING CDX PLYWOC.» (I DLL) AL) '0 1 0/-,11,A1 AND 6 I H.1.) 10 I Al T -I TRUS:-.1) II'ZZZdCC///I'ZJ'Z" "7_ZZLZ Z",7" " r 1/4" x 0" THIN SCREW - DOUBLE KNOCK OH BLOCK W/ (1) # 5 EA COURSE GROU f SC) D 2X6 ON [LOCK NC SECURED TO VE.R T. mr.muR OF IRUSS w/( 3) SIDS Y4" D A. x :3" SCREWS. SECOND 2X6 w/(13) SDS ,Y4" x LICE WS. MPSON LI ALL 4 52" 1.0. 11-11._AE0 ANT/ER WRAP 30# ROO FE0„..T UNDER OR AROUND 1H0 IRUSS 13M. CHORD 10 CO /3 11F WOOD 11-111. ET: SE FIN. ri.R. S MPSON 1-3 w/(1) 8d X 1 ;1/2" LIDO., ----- EACH END. N ADD TEN ADD (2) 16d HIDE; COMMON NAIL, 10E -NA LE ID, 1 Elk DE Z12.72_1 -","E" 1142Z:ZZ_Z_E,Z_2,17 7,Z72 -_,E" _ WOO) BEAR NG WA SEE' Pi AN 14,11R S11/..E. AND SP ACING 1.1: SEE. PLAN TOP 0 PLATE - PRL TENCO 1_00 R lkUSS HER SEE [JAN 2ND FIN. FLOOR ---F 'FE 1145 VJjT)fJfjJfjf%ff/ /)f721 El? FIN. FLR. 7 FSC IF 101 /LL IGIJ GI El A I I-. ] MMAMIWWW1 SCALE: 3/4" :2, " 0()T) I Id I'd, 41444'4,41;;Mil',W:TH•4!;.414,:444411,11;,[,43U:i.4M ,4•4E.INEUFFCTASOF444TC,FC14•71f4(4014NH,.;,m 09-16-13 Sang -Yb Lee P.P. Florida No. 72328 -14)1(Y4)1 0 44. C) 02 02 44, DRAWN BY MH CHECKED BY S I... SCALE 22 )( 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SEE REVISION INIFO SHEET DESCRIPTION SECTIONS & DETAI S PROJECT NAME PAR <LA 1\ D (UI. & CC-MO\OGRAM BROWARD COUNTY LOT/BLOCK 0043 BI NUMBER 0043 MODEL ON_HILL ELEVATION NAME VERSAILLES SHEET NUMBER S5 03 SERIAL NUMBER 1010,0 r C) (\J :13 E U .4- 0_ U (0 T3 (r) a) F- 1.1.1 Fa- 0 -Z 0 LU Ln LU ta, I-1-1 LL O LU 0 _J LU LIJ LL_ 0 0 (7-; U) a a UJ ›J 0 LU 0 11J u -I U Lu LU ›- LU F- ci 11_1 F- (2) NC. AND ARE COPYR 16' CZ UJ 0 CD F - u0_ 0 CZ UJ LU 0 LU U) Lf) 0 CL CC CL 0 u_ 0 I- 0 CL0 U 0 LL 0 U) 0 a LU 0 L) LU CL 0 0( 0 LU CC) 1— a LU U) • a U) -1F- ›- ca LU UJ UJ CC 0_ cC 0 a LU ( UJ UJ LU __J U) (n CL 0 U) F- LU LU Lfl Lu U) UJ a U U) U- 0 a LLJ OB AND TOLL BROTHERS U) 17_ 0 a 0 0 U) 0 FOR ALL DIM U) 0 a_ LLI UJ CDa CTORS SHALL V 0 0 (y) CC LLI 0 UJ UJ a LU Lu U) 0 ILI LU F- 00 _ UJ D: CD E- u_ CD UT) UJ a: CD 0 U) F- 0 a cor) 0 2: C SEE GENERAL NOTES FOR SHEATHING SIMPSON SPH4 FOR 2X4 STUD --- ,SPI-16 FOR 2X6 STUD, or SPH8 FOR 2X8 STUD 2x PRESSURE TREATED - BOTTOM PLATE - SEE PLAN FOR WALL STUD SIZE AND SPACING TYP, - 1/2" DIA. MIN. EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" O.C. 4" MIN. CONC. EMBED. 6x6 W1.4xW1.4 WWM CL] SEE FTC SCE LILLE_ ON 52.01 FOR FTC -17E AND HE_. WOKING SEE GENERAL NOTES FOR SHEATHING SIMPSON SPH4 FOR 2X4 STUD- ,SPH6 FOR 2X6 STUD, or SPH8 FOR 2X8 STUD (1) #5 CONT. NOTE: FIBERMESH MAY BE SUBSIIHUTED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL 1-#5 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) (MATCH F.F.E.) - TYPICAL WALL AND ANCHORAGE PER ftio LAYERS OF 6x6 W1. /1x1N1 "C N. LENGTH. 0 [4. OWER PAN, INTAIN IN. SLAB NESS. 0 PICAL MONOLITH OOTING PER PLAN FOR SIZE AND REINFO NG sj LL SEE PLAN FOR WALL STUD SIZE AND SPACING TYP. 1/2" DIA. MIN. EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" O.C. 4" MIN. CONC. EMBED. SLAB ON GRADE 1-#5 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) SCAE E: 3/4" -----, #5 BAR IN BOND BEAM 30" YR CAL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM SLE FOR FF00. SCLILDULL N S2.01 HE AND R NFORC NOTE: FIBERMESH MAY B SUBSTITUTED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL MAX. 1 LEVEL CHANGE H THRESHOLD FOR OUTSWING DOOR --- WALL BEYOND EXTERIOR DOOR THRESHOLD RECESS DOOR THRESI-OLD 3/4" AT OUT SWING AND SLIDING GLASS DOORS 2 LAYERS OF 6x6 V\il H xVV1 .4 '6' 60" MIN, LEN0 4-1. 0, PER ME. CT SEE PLAN FOR CONNECTOR WOOD POST SEE PLAN CC C-.) SE- I- TO SC HE FOE FTC S/F 4 - 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED,. TERMITE TREATED FILL NOTE: FIBERMESI- MAY BE SUBSTITUTED PER PLAN MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) - - - Nr UJ C Al SEE FTC SCHEDULE FOR FTC IZE AND FH N S2,01 TO PCI NC -4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL STEEL REINF. OF BOND BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVA CHANGE ON - STEEL REINF. OF BOND BEAM SINGLE #5 CORNER BAR, 30x30 TURNED UP r TURNED DOWN INTO FILLED CELL RECESS IN SLAB GARAGE 1)00 SLAB RECESS WALL PER PLAN FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR— PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS NOTE: FILLED CELLS ARE AS PER PLAN PLAN VIEW VERIFY RECESS LOCATION w/ ARCH. PLANS TYP. A H.. PS CF Cx 5 Wi. WM M N. I\C H. 0 RERIME0ER GAR, FIN,FL.R. CC u_l CC TTTE :77 \ 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) 5 El :(11LpH.1 (S2.01 HPI- I (...$) 2)1/L..... AND RE NI' ()NONC 0.4 Sang-Yub Lee P.F. Florida No. 72328 CC 81.7) CC ,-/ CL, U CC CC 11-) C) CC 0 Wet, PAIRAA jr) R.M4 DRAWN BY NIH CHECKED BY SL 2< 2< CC CC c.,r) CC IL CC SCALE 22 X 34 = SCALE AS NOTED 11.X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PARKLAND GOLF & CC-MONOGAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER MODEL 0043 STONEHILL ELEVATION NAME VERSALLES [SHEET NUMBER S5102 SERIAL NUMBER 1010.0 r\i Cl CD Lfl cv-) c) 42) 46_, 01) (f) >- (c) :73 F- LU F 0 LL. ..--. 0 < 0 L1.1 (f) D0 LL LU CL LU LU LU LU 0LU LCS C.) LU CC LU >-- LU C. AND ARE COPYRIGHTED. F- 0 CC CO F - UJ CL. CC 0_ uJ I— .:E >-- CO LU 0 LU CC CD Z-7 U) 37. F -- >- CD LU F— LU Lr) CL CC LIJ 0 0 LU F- 0 LU LU CD U) (.9 LU LU CL LU LLI F- 0 :E F— LU LU 0 (1) F— ILl U) 0 CLU) 7, DO CL. >-- 00< LI_ CDC U._ LU CO Cr) 0 CL (r) LU LU CO LU F - 7.E 0 U) 0 F- 0 (-) 0 (-) 0 >-- 0 LU U) 0 0 >- CO 0 LU U) D LI) U) U) CL Ce. 0 F- LU LU (.9 (A- (.71 LU D U) LL0 UJ 0 LU LU CL LU 37: F- 0 < u 0 LU ---1 < ORS SHALL VE FL. 0 Ov; CD ECEDENCE OVER SCALED DIM —J U) CC 0 U.) Cr) LU F- 0 Cr) LU 0 LU LU 0 CO 0 F- LU Cf) uJ CO 0 U) U) F a 0 C-) 0 U) U) ONS FROM THE D >- U- 0 a LIJ 0 LU CO I --- U) D LU LL LL FOOTING DOWELS TO — MATCH VERT. REINFORCING. 48 DIA. BAR LAP SPLICE 1-1/2' D RECESS © SLAB EDGE H 1-1/2" TOP CF RECESS BRICK OR STONE VENEER Z--1 —GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) 2 LAYERS OF 6x6 W1.4xW1.4 WWV 60" V N. _ENGTH. DERIMETEP CN -A S COLUMN BASE PLATE: 5/8"x10"x10"LG. SFr ARCH. SEE 7T 1-•N ETC SCEEDU E2NI 02.01 E AND RI NFORCING C"'1 CN MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) --4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER O\/ER CLEAN, COMPACTED, TERMITE TREATED FILL —5 I/2" 1/ x 7 4" EXTENSION FOR BRICK LEDGE ADD (1)#5 CONT. BRICK LEDGE DETAIL VL.H Y 16" DECORATIVE COLUMN ARCH. — STEEL COLUMN: S, • ,N ) TSP. 1/ (4205 DIA,x10" ANCHOR BOLTS. (TYP.) PAVERS BY OTHERS Cr_ b) S Fr ND REINFOR SCALE: 3/4" 30" EACH WAY MONOLITHIC FOOTING FOOTING DOWELS TO — MATCH VERT. REINFORC 48 DIA. BAR LAP SPLICE (1) #5 BAR IN TOP OF CONC. CURB o' -o" TOP OF SLH 1-1/2"AB . TCP OE RECESS MASONRY COLUM C.C.) BRICK OR STONE VENEER Z —77 CC —GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) 2 LAYERS OE 6x6 W1.4xW1.4 WW 60" V N. LENGTH. HR METER V — MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) (N SEE FT( FOR FTC SiZE AND RE -- GROUT CELLS SOLID A VERT, WALL REINFOP G, SEE PLAN FOR SIZE PACING, (TYP.) EOOTINNSLWELS TO MATCH VERT REINFORCING, PROVIDE 4 BAR LAP SPLICE. .ORES DN PAVER BY OTHER CE ETC SD EDU1.1 ON S_ .5 .1.10 5 SE. AND RE NFORCI --CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO BRICK LEDGE DETAIL IT IS THE INTENT OF THIS DETAIL TO PROVIDE SOLID MASONRY EOR A DISTANCE OF APPROXIMATELY 6" BELOW THE WINDOW SILL SO AS TO FACILITATE A VERTICAL. SHUTTER INSTALLAIION AND TO MINIMIZE MOISTURE SU UN THIS DETAIL SHALL BE APPLIED EVERYWHERE UNI ESS AN ALTERNATE DETAIL (POURED SILL, BOND BEAM, OR OTHER) IS SPECIFIED, IN ADDrION, TI IIS DETAIL SI IALT BE APPLICABLE IRREGARDLESS OF A SECTION DETAIL BEING SHOWN ON THE PLAN. PRECAST CONC. WINDOW SILL S1L...L TO HE SET ON A FULL OLD CF MORTAR IF REQUIRED DAMPEN THE SILL - AND/OR CM() TO MINIMIZE MORTAR SHRINKAGE I I I I / SCALE: 3/4" COMPACTED- SUBGRADE. S2.01 NECiRCING 1/2" x 71/," EXTENSION FOR BRICK EDGE ADD (1)#5 CONT. CN -- 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL --- WINDOW 3» 4 \ 2 IN LIEU OF A PRECAST SILL A POURE SILL MAY BE USED SO LONG AS THE DEPT IS AS SHOWN AND A #5 BAR IS PLACE FOR A DISTANCE OF AT LEAST WIDTH -- 6 PLACE MORTAR INTO CORE OF MASONRY FOR A DEPTH OF NOT LESS THAN 6". MORTAR SHALL. BE PACKED "TIGHTLY". DO NOT INSTALL ANY TYPE OF BOND BREAK (CAVITY CAPS) INSTEAD USE AN ALTERNATE METHOD SUCH AS WIRE SCREEN OR OTHER. / \ ' COMPACTED - SUBGRADE, 41L_ -.L. C-0" \'11F TOP or SLAB (-)VAR IFS TOP OF GARAGE T cf.) STEEL REINFORCING IN CNN, CELL SEE PLAN FOR SU AND SPACING REQUIREMENTS CONC. SCREENED VENT. R CAR IN GARAGE. I 0, PRP: AL ACROSS OPE PRECAST CONC. 'LAPEL 1 PER CAR IN GARAGE SCALE: 3/4" ----- 05) 1--1/2" TOP OF CUI,:.13 IN -- GROUT CEL$ SOLI AT ALL. VET- 1. WALL SF NFOIC NG, SEE AN OR S ZE AND SPACING. (TYP.) ECO INC DOWE F.. S I.() MA1(11 Li KS/IL. HLINHHDIN/K ...Hi)OIISI 48 D A. BAR LAD 055 R;1 TOOLED OR SAW -CUT :— JOINT WITHIN 12 HOURS (MAX.) a SE- 1G SC -IILDUIE ON S2 ) F OR "C SIZE AND HE NFOF NC SCALE: 4" 1'.0" VU , PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF, PER PLAN NJ —COMPACTED SUBGRADE (TOL) PAVVCUT JOINTS PER PLAN. JOINTS SHALL BE CUT (-1 O 12 HOURS AFTER CONCRETE HAc1; BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT AvE.:7E INC ---(2) #5 REBAR'S VERT. IN SOLID GROUTED CELL 8" CMU WA SEE PLAN C's.1 SCALE: N,T.S. H1' 01 I MAIN STEEL OF MONOLITHIC FOUNDATION NOT SHOWN H— El Cri III ‘11 ,'43 a', I I L',/11/. IFS 'FISH Sang-Yuh Lee P.E. Florida No. 72328 C/7) CC CC VT) C) z. SN :SC SG') -I- H DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 1.1.517-7-7-172 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECT ONS & DETAILS PROJECT NAME PARKLAND GOLF & CC—MONOGRAM BROWARD COUNTY LOT/BLOCK 00,1:3 TBI NUMBER 0043 MODEL STONEHIL ELEVATION NAME VERSAI _LES SHEET NUMBER S5.01 SERIAL NUMBER 1010.0 L 0 2: 0 i 1-1U) uJ 0 LU TO THE FEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. GOURMET KITCHEN DINING ROOM OR OPEN 1. CONTRACTOR TO VERIFY ALL WINDOW & DOOR MASONARY OPENINGS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO PLACEMENT OF MASONRY OR WOOD FRAMING. 2. ALL WINDOW SILLS TO BE FLUSH WITH CMU WALL. 3. FRONT DOOR IS NOT TO BE SHUTTERED FOR EMERGENCY EGRESS DURING HURRICANE EMERGENCY CONDITIONS. 4. PROVIDE TEMPERED GLASS AT ALL OENINGS WITH N 48 OF ALL DOORS. 5. PROVIDE THRESHOLD & WEATHERSTRIPPING AT ALL EXTERIOR DOORS. 6. PROVIDE TEMPERED GLASS AT ALL TUB/SHOWER WINDOWS AND MIRRORS WHERE LESS THAN 60" ABOVE FLOOR. 7. WIND PRESSURES ARE PROVIDED IN LB/SQ. FT. 8. ALL EXTERIOR DOORS AND WINDOWS S -ALL BE Iv1PACT RESISTANT 9. ALL EXTERIOR WINDOW SIZE ARE BASED ON PCT WINDOWS AND DOORS. 10. REFER TO ARCHI. PLANS FOR WATERPROOFING/FLASHING DETAILS. 01-20-14 Sang-Yub Lee P.E. Florida No. 72328 BREAKFAST AREA C7 OVE E GREAT ROOMROOM COVERED LANAI TWO CAR GARAGE EGRESS BEDROOM 5 WIC, I, I U- 0 cn LU CL >- 0 F- a uJ un 0 J (n U a 0 >- m a UJ u7 LU m J J Ln un z a CZ 0 o) I' -- z w LU C.9 U) z U) LU U) z 0 CL w c LU a z 1st FLOOR PLAN CALE: 1/8" = 1' - 0" F - z 0 U U) z 0 en z w a EGRESS C6 (D J2 (J1 SITTING MASTER BEDROOM BEDROOM 3 EGRESS B6� B5 WINDO AND DOOR SCHEDULE -'pgab-0030 3180 THERMA-TRU ENTRY DR wl 12" SIDELITES MARK STYLE WINDOW SIZE MASONRY WIDTH (in) OPENING HEIGHT (in} DESIGN PRESSURE POSITIVE (psf) NEGATIVE (psf) NOTES WIDTH (in) HEIGHT lin) windows C1 25 -SH 37.0 63.0 38.00 63.25 43.8 58.7 IMPACT F1 FIXED GLASS 48.0 63.0 49.00 63.25 43.8 58.7 IMPACT C2 25 -SH 37.0 63.0 38.00 63.25 43,8 58.7.' IMPACT C3 25 -SH 37.0 37.0 63.0 63.0 75.00 63.25 43.8 47 IMPACT C4 25 -SH 43.8 58,7:' IMPACT C5 25 -SH 37.0 63.0 38.00 63.25 43.8 47.5 IMPACT B1 25 -SH 37.0 63.0 75.00 63.25 43.8 47.5 IMPACT 02 25 -SH 37.0 63.0 43 8 58.7 "'' IMPACT C6 25 -SH 37.0 63.0 86.00 63.25 43.8 58.7 IMPACT F2 FIXED GLASS 48.0 63.0 49.00 63.25 43.8 58.7 IMPACT C7 25 -SH 37.0 63.0 38.00 63.25 43.8 58.7 IMPAC I K FIXED GLASS 48.0 48.0 49.00 48.25 44.0 48.1 IMPACT D1 3443 EH 40.0 59.5 81,00 59.75 43,8 47.5 IMPACT D2 3443 EH 40.0 59.5 43.8 58.7 IMPACT H1 H34 SINGLE HUNG 26.5 50.6 27,50 ' 50.88 45.3 50.5 IMPACT H2 H34 SINGLE HUNG 26.5 50.6 27.50 50.88 45.3 50.5 IMPACT B3 25 -SH 37.0 63.0 75.00 63.25 43.8 47,5 IMPACT 04 25 -SH l 63.0 43.8 47.5 IMPACT E ARCHED FIXED GLASS 40.0 . 70.0 41.00 70.25 40.1 44.2 IMPACT L FIXED GLASSa�d 8.0 61.00 8.25 50.1 55.3 IMPACT B5 25 -SH 37.0 63.0 75.00 63.25 43.8 47.5 IMPACT B6 25 -SH 37.0 63.0 43.8 58.7 IMPACT J1 FIXED GLASS 32.0 16.0 33,00 16.25 49.6 55.1 IMPACT J2 FIXED GLASS 32.0 16.0 33.00 16.25 49.6 55.1 IMPACT J3 FIXED GLASS 32,0 16.0 33,00 16.25 49.6 55.1 IMPACT MASTER BATH doors 1 3180 THERMA-TRU ENTRY DR wl 12" SIDELITES 36,0 96.0 66.00 97.75 41.9 45.6 42.7 IMPACT X 2 1680 OH GARAGE 192.0 96.0 192.00 96.00 38.3 3 SOD 144.0 96.0 145.00 97.00 39.2 42,9 IMPACT 4 EXTERIOR DOOR 2868 32.0 80.0 33.00 81.00 42.5 46.3 IMPACT mullions 1 C3-C4) 1 X 4 Alum Vert 63.0 63.25 43.8 58.7 IMPACT 2 B1 -B2 1 X 4 Alum Vert 63.0 63.25 43.8 58,7 IMPACT 3 (D1 -D2) 1 X 4 Alum Vert 59.5 59.75 43.8 58,7 IMPACT 4 (B3 -B4) 1 X 4 Alum Vert 63.0 63.25 43.8 47.5 IMPACT 5 B5 -B6 1 X 4 Alum Vert 63.0 63.25 43.8 58.7 IMPACT DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 0805-13 SHEET REVISION INFO RJ -77775 11/14/13 SL 2\ROOF REV. 01/10/14 SL SET REVISION INFO - BEDROOM 4 B4 4 B3 EGRESS EGRESS D2 BEDROOM 2 BATH 2 E Q N DATE: Tuesday, January 21, 2014 w 0 Q.' C1. a w [7_ U Ui U) w F- F- 0 - F - 0 u_ 0 a Lu LL i~ 0 z LU Ca F- U LU U LL U- 0 2nd FLOOR PLAN SCALE: 1/8" = 1' - 0" SHEET DESCRIPTION WINDOW & DOOR SCHEDULE PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S4.03 SERIAL NUMBER 1010.0 21, 2014 - 12:49:26 pm DATE: Tuesday, Ja 0 z 0 UJ Un CZ 0 U- 0 w 0 0 J LU LU 0 z w J 0 w 0 LU ce ce w F - z O Lu ac U F-. vi ce Lu 0 ce CO U_ 0 NG ARE OWNED BY AND THE PROPER 0 U) F- 0 Lu F - Z Lu Un Lu ce 0 Lu ce ce 0 w ~ .0 U 0 Z Un U- 0 0 Un THE WRITTEN PER O CZ LU > w 0 Un La 0 a a r z 0 U- Z 0 F- 0 ce O U ce 0 ce U1 Z 0 cry ce >- z 0 F- 0 w SED BY OR DISCLO RANGEMENTS OR PLANS SHALL Uri z C.7 Un w Uri LU 0 U Un U_ O LU Z OB AND TOLL BROTHERS MENSIONS AND CONDITIONS ON TH 0 J - J CZ 0 w w J U) z 0 a U CZ w m 0 z DIMENSIONS CONTRACTORS SHALL VER Un w 0 LU U z w 0 LU U w w LnJ J z 0 w Un LU F-- vi (9 z 0 Lu Un w F- >- Ln - mUn Z 0 H 0 z 0 U 0 z Un z 0 U) Lu 0 Lu F- O ice.. Un z > O z U- 0 ac 0 Lu Lit z© — z vi w �c LU F- o� in 0 u- F- w U) Lu F- F- a 0 LU Z Z 0 U PL A \ NO ILS: 12] 3 SEE GENERAL. NOTES ON SHEET S1.00. DO NOT SCALE DRAW WS. SEE ARC -'L. DRAWINGS FOR AUDI TIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS W TH ARCH'L. DRAW NGS PR OR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR --- CONTACT THE ARCH TECT N WR FOR CLARIFICATION BEFORE PROCEEDING. SEE ARCH'L. DRAWINGS FOR LOCATONS/LIMITS AND CONSTRUCTION INTERIOR NON ---BEARING DARTITION WALLS NOT S -OWN ON PLAN. SEE GENERAL NOTES (SHEET S1.00) FOR ADDITIONAL WALL HAM NG INFORMATION OF NEO RMATION 41 3ROV DE WOOD HEADER OVER ALL 0 ENINGS IN WOOD WALLS (COOK. EXACT S ZE, _OCAT ON AND EI --['VAT ONS W TH ARCI-'L. DRAW NGS) F NO HEADER TYPE HAS BEEN CALL—OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 51.00 SHEET [51 PRE --ENGINEERED WOOD TRUSSES AT 24" O.C. (MAX) U.\.0.. COORDINATE LOCATION OF ROOF -RUSSES W/ MECH. DWGS FOR LOCATION OF EXHAUST FAN, AIR HANDLING, AND DUCTS. U G.T. INDICATES ROOF GIRDER TRUSS. ALL NA LS FOR TRUSS TO BEAM A TO BE GA_VANIZED. N 9 TRUSS TO TRUSS METAL CONNECTORS ARE [9] DROVIDE DOUBLE WOOD STUDS UNDE CONT NUOUS TO THE FTG. U.N.Q. (DROVIDE (2) 2X WOOD BLOCKING BETWEEN STUDS SHALL HE NAILED TOGETHER w/16d 10 R WOOD HEADER, WOOD BEA ALL. PLYWOOD FOR WAI__I_ AND ROOF S ADA RATED EXPOSURE 1 CDX. M, G.T TRUSS TOP AND BOTTOM CHORDS BELOW) DC COMMON NAILS 12" 0.C. STAGGERED EATIHING IS TO BE 19/32"(OR 5/8") 11 WALL S EATHING SHALL BE APDLIED WIlL .HE 8'---O" L OR ZONTALLY. START FROM THE TOP OF THE WAl__ AND WORK TOWARDS THE BOTTOM. 121 IDEALLY THERE WILL BE 34" STRIP 0= S- LATHING THAT WILL LAP THE BTM OF THE WA__ STUDS AND ENDS OF THE FLOOR TRUSSES. 1-3 HE ELEVATION OF DOUBLE TOD PLATES AND OPEN NG SHALL BE VERIFIED IN FIELD BEFORE NS--ALLATION, AND COORDINATE WITH ARCH. DRAWINGS q THE TRUSS FRAM NC SHOWN IS SC EMATIC IN NATURE. HOWEVER HE SUPPORTING STRUCTURE. -AS BEEN DESIGNED UNDER THE ASSUMPTION T -E FRAMING SC-EME S- OWN WILL CLOSELY DARALLEL FINAL TRUSS DES GNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR T S ENGINEER'S REVIEW AND APP T ROVAL. NG –PROVIDE 2X6 LATERAL BRACING AT 16" O.C. w/ (2) 10d TOE NAILS AT EA. SIDE AND EA. END TYP. BETWEEN HEEL TRUSS SIMPSON LSTA12 AT 24" o.c. USE 10d NAIL AND FILL ALL HOLES INDICATES 1x4 Q 16" 0/C STRIPPING APPLIED TO UNDERSIDE OF WOOD TRUSSES SECURED W/ (2) 10d x 3" COMMON NAILS AT EACH CHORD INTERSECTION TIP. WHERE SHOWN BY HATCH PATTERN SEE DETAIL 3/S5.07 OR 4/S5.07 FOR THE RAISED HEEL TRUSS TYP. —ROOF TRUSS ATTACHED TO CCNC.BEAM w/SiMPSCN HETAL20 OR META20 TYP. 450 lbs 600 lbs 05) 1151 NAL SPECIFICATIONS: 8d COMMON NAILS ---- 0.131" 0 x 2 1/2" _OIG 8d RING SHANK NAILS -- 0.113" 0 x 2 3/8", 10d COMMON NAILS — 0.148" 0 x 3" I...ONG, AND 10d STRAP NAILS --- 0.148" 0 x 1 1/2" GALVANIZED (16 TRUSS REACT ONS AND UPL FTS SHOWN ARE THE SAME ON EACH END / UNLESS OT ERWSE SHOWN DIFFERENT. 17 WOOD BEARING WALLS AND HEADE RS AVE BEEN DES GNF_L) BASED 0 RATIONAL ANALYS S. 18 PLACE 2x4 PT TO ALIGN WITH TOD AND BOTTOM C ORDS 0= ROOF TRUSSES SECURE 2x MEMBERS TO Wk._ WITH ILTI X—ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0, 2 7/8" LONG, WITH WASHER @ 24" 0/C. F 2x WOOD WALL THEN USE POWDER ACCTUATED FASTENER, ZF 72 D8S36, .177" 0, 2 7/8" LONG, WITH WASTER @ 24" 0/C. IF 2x WOOD WALL THEN USE 16d COMMO\ NAILS @ 2.4" 0/C [1,91 I E REQUIRED NUMBER OF FASTENERS FO AND TAPCO\S TO CMU WALLS, SEE SIN WOOD - AM NC WAL R CONNECTORS SUCH AS NAILS TO WOOD MEMBERS DSON CATALOG U.N.O. \0 i 1. ALL WOOD TO BE SYP, No.2 a) WALL STUDS @ 16" 0/C, UNO b) SINGLE BTM. PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVAiNIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x 12" HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAIL:>, 12" 0/C e) ANY LAP IN THE BIM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 16d HDG 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 10d x 1 " HDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/C AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS CD CD CD N CD CTD TRUSSES CONNECTOR (_U,N,O J * FLOOR TRUSS CONNECT TO CMU WALL OR CONC,: SIMPSON META20 WI (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d x1 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d xl 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2 -PLY'S) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xi 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/10d x 11/2" HOG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11/2" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 5146" , DETAL IS EMBEDDED 41/2" TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING. HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO CD CD oLr) N') CO II CD CD 1 CD n CD CD CD N c� ROOF FRAMING PLAN SCALE: 1/4" = 1' - 0" CD N CD _S20'---4 3/4" ELEV. . T.O. TOP PLATES * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S.B,) SPACER BETWEEN MEMBERS. * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETF ER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, SIMPSON HTS20 w/ (20) 10d NAILS U.N.Q. LEFT HAND SET TO THE BEST OF MY KNOWLEDGE, MIKE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, .w iL 01-20-14 Sang-Yub Lee P.E. Florida No. 72328 Toll Architecture :,;;;;;:t Company PHILADELPHIA m DALLAS ORLANDO m SEATTLE FLORIDA DIVISION (407)248-5800 M FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 m ORLANDO m FL. 32819 DRAWN BY MH 22 X 34 CHECKED BY SL SCALE = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO /l\ R3-77775 11/14/13 SL /\ROOF REV. 01/10/14 SL SET REVISION INFO SHEET DESCRIPTION ROOF FRAMING PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S4.02 SERIAL NUMBER 1010.0 E ci Cs.1 ft) -1Z3 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. [DLA\ \Of u_ 0 O (21 LU CC 0u-1 Lt_ - 0—E LU 0 -iI1J LU= >1 - LU O H- D 00 >cr 0> >LLJ LU 0 U) 0- 1-- w w L)1() 0 LPL. a < do LLI 0 U w 0 (Cc c LU 0 CC CO 0 E0- 0 0 LL 0 U) c Li2. >- 0 0 uJ cn 0UU) NS SHALL BE USED BY OR D U) LU I0 0 F- 9 0 LLI F- 0 Cf) 0 0 Cl)U a 0 a LLJ BLE FOR ALL D 0 U) uJ uJ iD 0 (6) CATED OR REPRESENTED 0 LI) cri 0 cf) >- co U) U) 0 F- 0 0 U (f) 0 LU alp 0 LU U) L1.1 U) F— LU LU 0 LU U LU U) qW cri 1— z L9 I— L(73J 0 z 0 - z — J 0 u_ o (i) 0 0 112-I- cn a IE2 • < > =›- yj C21 LU CO (i) (1) 111 uJ U LL LL_ 0 TOLL BROTHER [I] SEE GENERAL NOTES ON SHEET S1.00. [2] DO NOT SCALE DRAWINGS. SEE ARCHI. DRAWINGS FOR ADD TIONAL D VENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WIT- ARC 'L. DRAW NOS PRIOR TO START OE CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR -- CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. SEE AIRCHI. DRAWINGS FOR LOCATIONS/L M IS AND CONSTRUCTION 1SF ORMATION OF INTERIOR NON --BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (S EET S1.00) FOR ADDITIONAL WALL HAM NG INFORMATION 14] DRONEWOOD EADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCHt DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER lASED ON HEADER SCHEDULE SHOWN ON S1.00 SHEET 5 1 3.K—ENCI NEERED WOOD TRUSSES AT 24" O.C. ( VAX) U.N.O.. (2) 2X6 STUDS BENEATH G.T. (3) 2X6 STUDS BENFAH 0. T (3) 2X6 STUDS G.T. 6x8x6" "U" SHAPED BENT BAR PLACED EVERY 16" ALONG 16" TOP OF DOUBLE BB2 H- H--3 (3) 2x12 (3) 2x12 (3) 2x12 01-20.14 Sang-Yub Lee P.E. Florida No. 72328 2x6 WOOD BEARING WALL. -TYPICAL TOP OF PLATE EL: 20'-43/4" SEE DETA L 6/S5.04 FOR ARCH AT HAVING WALL '[YR BIM. OF EL: 21'-0 TOP. OF C EL: 20-8 M COORDINATE LOCATION OF ROOF TRUSSES W/ MECH. DWGS FOR LOCATION OF EXHAUST FAN, AIR ANDLING, AND DUCTS. SEE DETAIL 6/S5.04 FOR ARCH AT FRAMING - WALL TYP SEE DETA I 6/S5.06 OR 2/S5.06 FOR ARC SEC .ION ct U c3 cmi CT CT 00 Ar) 00 c‘i r k7.> CT 00 c -I G.T. INDICATES ROOF GIRDER TRUSS. • 81 ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVAN ZED. (2) 2X6 STUDS BENEATH G.T. (2) 2X6 5/UDS BENEATH T. 0 SION • (407)248-5800 • PROVIDE DOUBLE WOOD STUDS UNDER WOOD LEADER, WOOD BEAM, G.T. CONTINUOUS TO THE FTC. U.N.O. (PROV DE (2) 2X WOOD BLOCKI G BETWEEN TRUSS TO D AND BOTTOM CHORDS BELOW) STUDS S AL L BE NAILED TOGETHER w/16d LTG COVON NA LS 12" O.C. STAGGERED fsj ALL PLYWOOD FOR WALL AND ROOF SHEATHING ADA RATED EXDOSU E 1 CDX. 69. EL: 18'-8" EL: 24'-0"-- S TO BE 19/32"(OR 5/8") • VE, SUITE 100 24 7t, U ACCT EL: 24'-0" 11 WALL SHEATHING SHALL BE APPLIED WIT- THE 8'—C HORIZONTAY. START FROM T E TOD OF T -E WALL AND WORA TOWARDS THE BOTTOM. SIMPSON HUS28-2 w/ 16d NAILS. FILL ALL HOLES [IA IDEALLY THERE WILL BE 34" STRIP OF EATHING THAT WILL LAP THE BTM OE THE WALL STUDS AND ENDS OF T E FLOOR TRUSSES. [13] RE ELEVATIO VERIFIED IN F WITH ARCH. D N 0- DOUBLE TOP PLATES AND OPEN NC SHALL. ELD BEFORE INSTALLATION, AND COORDINATE RAWINGS • T E TRUSS FRAMING SHOWN IS SCHEMATIC N NATURE. HOWEVER T E SUDPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION I E FRAvING SCHEvE SHOWN WILL CLOSELY DARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR I -IS ENGINEER'S REV EW AND A DROVAL. [1A NAIL SPECIFICATIONS: 8d COMNON NAILS -- 0.131" 0 x 2 1/2" LONG 8d RING S -ANT NAILS — 0.113" 0 x 2 3/8", 10d COMMON NAILS 0.148" 0 x 3" LONG, A 10d STRAP NAILS — 0.148" 0 x 1 1/2" GALVANIZED ti§_. TRUSS REACTIONS AND DROP ....S SHOWN ARE -HE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. pi WOO ) BEAR NO \NAL _S A\[D HEADERS HAVE BEEN DES GNF1) BASED ON RATIONA EL: 20-4 3/4" EL. 18'-8" (3) 2X6 STUDS BENEATH G.T. [181 PLACE 2x4 DT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X--ZF, POWDER ACCTUATED :ASTENER, ZF 72 P8S36, .177" 0, 2 7/8" LONG, WIT- WAS -ER 24" 0/C. IF 2x WOOD WALL THEN USE DOWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0, 2 7/8" LONG, W TH WASHER 24" 0/C. IF 2x WOOD WALL EN USE 16d COMMON NA LS © 24" 0/C M I E REQUIRED NU v BER OF FASTENERS FOR CONNECTORS SUCH AS NA AND TADCONS TO CMU WALLS, SEE SIN DSON CATALOG U.N.O. 2X6 WOOD BEARING WALL FOR EXTERIOR WALL U.N.O. (3) 2X6 STUDS BENEATH G.T. (2) 2X6 OR (2) 2X8 STUDS B DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO /1 RJ -77775 11/14/13 SL /2 ROOF REV. 01/10/14 SL SET REVISION INFO SHEET DESCRIPTION _S TO WOO D MEMBERS * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S,B.) SPACER BETWEEN MEMBERS. * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM T EA. SIDE AND STAGGERED. 31AM SCHEDULE TRUSSES CONNECTOR (U.N,0,) V NG WANOTES: MARK 1_1 BP.2 DESCRIPTION 1. ALL WOOD TO BE SYP, No.2 a) WALL STUDS @ 16" 0/C, UNO b) SINGLE BTM. PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, 12" 0/C e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 16d HDG 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 10d x 112" HDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/C AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d x1 1/2" HDG NA LS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d xl 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/10d x 1)3" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11/2" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 5%16" DETAL IS EMBEDDED 45" TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING. Cc (psi) SIZE x H" REINFORCEMENT STIRRUPS REMARKS MASONRY 3000 MASONRY 3000 BTM. (1) #5 (1) #5 SIZE N/A N/A SPACING 2ND LIFT BEAM PLAN GROUT SOLID PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY 2ND LIFT BEAM PLAN 2O'.......4 3/4 EL L V SCALE: 1/4" = 1' - 0" T.O. TOP PLATES LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S4.01 SERIAL NUMBER 1010.0 DATE: Tuesday, January 21, 2014 - 12:49:16 pm GEMENTS AND PLANS a UJ a u - O ce Lu �c SCLOSED TO ANY SED BY OR D NGEMENTS OR PLANS SHALL BE TOLL BROTHERS �c LL -1 a CZ UJ CO 0 CL UJ ce CZ c] ce F-- (.1) z un O �9 LU LLI O cns UJ uL UJ �c 0 UJ a UJ THESE DRAW 0 m O �c m ' U -~ce0 ONS AND CO TIONS FROM THE DIM cZ 0 m m CO LLI 0 TRUSSES CONNECTOR |U.N8j * FLOOR TRUSS CONNECT TO CMU WALL OR CONC,: SIMPSON META20*y(7)10dx11/2"HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON xETAOOwy(14)10dxl 1/z^HDG NAILS tGIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL2O0V(18)10dxl l/2^HDG NAILS GIRDER ROOF TxuSS(mORETHAN 2'PLY's)CONNECT T0CMU WALL OnCOm[.:(/) SIMPSON *BxuOw/(l^)x0Ux� 1/2' HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): UVSIMPSON Hz0aw/10gxzK^HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNI CT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (I)SIMPSON x18A,FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETAMETA IS 11/2" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: METALlSEMBEDDED 514v'',DETALlSEMBEDDED 41/2" WOOD FRAMING WALL NOTES: 1. ALL WOOD TO BE SYP, No.2 a) WALL STUDS © Lh''O/[' UNO b)SINGLE BTM. PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD � b)STRAP BTM P�JETOSTUD W/SIMPSON SPM8AND NAIL NVlOdxlz^HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, 12^0/[ e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ l6d HDG 2ROWS 4`U/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ l0d x Lu' HDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTMPLATE T0RIBBON NVl6UHDG COMMON NAILS 4^O/[ AND TO THE FLOOR TRUSSES W/ (3) 16d HOG COMMON NAILS PLAN NOTES: [4 [� SEE GENERAL NOTES ON SHEET S1.00. DO NOT SCALE DRAWINGS. SEE ARCH'L DRAWINGS FOR ADDITIONAL DIMENSIONS NOT CH8WN, VERIFY ALL DIMENSIONS WITH ARCHl. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CL4R.F|CATION BEFORE PROCEEDING. SEE AKCH'L DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON --BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET S1.00) FOR ADDITIONAL WALL FRAMING INFORMATION PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 31.00 SHEET PRE-ENGINEERED WOOD TRUSSES AT 24" 0.C. (MAX) U.N.0.. COORDINATE LOCATION OF FLOOR TRUSSES W/ MECH. DWGS FOR LOCATION OF EXHAUST FAN, AIR HANDUNS, AND DUCTS. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. LE PROVIDE DOUBLE WOOD STUDS UNDER WOOD HEADER, WOOD BEAM, FCl, G.T. CONTINUOUS TO THE FTG. U.N.O. (PROVIDE (2) 2X WOOD BLOCKING BETWEEN TRUSS TOP AND BOTTOM CHORDS BELOW) STUDS SHALL BE NAILED TOGETHER w/16d HUG COMMON NAILS 12" O.C. STAGGERED PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: 8F16-1B/1T, AND 8F14-1B/1T FOR DOOR (EXCEPT GARAGE DOOR) SEE SHEET 3I01 FOR LINTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN G (SIX) FEET. THE ELEVATION OF BOND BEAM AND OPENING SHALL BE VERIFIED IN FIELD BEFORE INSTALLATION, AND COORDINATE WITH ARCH. DRAWINGS �j ALL � AND ROOF SHEATHING IS TO BE 19/32R 5/8") -- APA RATED EXPOSURE 1 CDX. �� WALLSHEATHING SHALL BE APPLIED WITH THE 8'-0^ HORIZONTALLY. -- START FROM THE TOP OF THE WALL AND WORK TOWARDS THE BOTTOM. �� IDEALLY THERE WILL BE 34" STRIP OF SHEATHING THAT WILL LAP THE BIM �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d COMMON NAILS - 0.131" x 2 1/2" LONG Ud RING SHANK NAILS - 0.113" x 2 3/8", 1Od COMMON NAILS-- 0.148" 0 x 3" LONG, AND 1Od STRAP NAILS - 0.148"0 x 1 1/2" GALVANIZED TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 19 01 PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-7� POWDER ACCTUATED FA3[ENEK, ZF 72 P8336. .177" 0, 2 7/8"LONG, WITH WASHER � 24" 0/C. IF 2x WOOD WALL THEN USE POWDER ACCTUATED FA3TFNER, ZF 72 P8S36, .177" 0. 2 7 LONG, 'MTH 'A/ASHER 24^ 8/1 IF 2x WOOD WALL THEN USE (2) 12d COMMON NAILS © 16" 0/C E1 THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS AND TAPCONS TO CMU WALLS, SEE SIMPSON CATALOG U.N.O. TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/CO FFERED CEILINGS WITH THE ARCHITECTURAL PLANS rINSPECTDR/CONTKACTORNOTE TMEF8C 2010 HVHZ REQUIRES 8d RING �HANKNAILS FOKTHE MA]O0lYOFTHE INDICATES 1x4 @ 16" 0/C STRIPPING APPLIED - TO UNDERSIDE OF WOOD TRUSSES SECURED W/ (2) lDd x 3" COMMON NAILS AT EACH CHORD INTERSECTION TYP. WHERE SHOWN BY HATCH PATTERN ]= 225 lbs �= 340 lbsTRUSS DESIGN HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UN[) 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO C.T. ATTACHED TO CMU WALL w/ SIMPSON MLTA20 TYP. ----PROVIDE (3) BLOCKS BETWEEN POST AND CMU W/ SIMPSON WS[CM40 WITH (26) 16d SINKERS & (14) } X 21 OT[N'S �/c�.0°"� �/�° PROVIDE (3) BLOCKS BETWEEN POST AND CMU W/ SIMPSON MSTCW4O WITH (26) 16d SINKERS & (14) } X 21 TITEN'S PRE- ENG FLOOR [RUS @ MAX. 24" [\C --FLOOR TRUSS ATTACHED TO CMU WALL w/ SIMPSON META28 TYP. PRE- ENG FLOOR TRUSS @L MAX. 24" 0.C. � co UD >< rN1! CD oz `+ rv .& [A�T�T/l� � `'` � �' APPLY DRAFTSTO'ID ALONG THIS TRUSS SO AS TOLIMIT AREA TO 1IIND0 Kr) OM �= o� un STEEL CO|Uv1N: SEE 1/S5,07 IMP rNI 7 S5 WEIGHT: 160 LBS) ADDITIONAL DL FOR 07 [E�C� ! - /l U i CN • Up/ ROOF 'TRUSS A -TAC ED TO CONC'A|AM �N w/��3 � / ~~.. 1[TAL20 0� MFTA20 '�- PRE- ENG ALOOR TRUSS @ MAX.24" 0.C. � i SEE U�T�| R/���� DETA ~/�~�.^ EOR CORNER RE N-ORCEVENT TY S 03 PROVIDE (3) BLOCKS BETWEEN POST AND CMU W/ SIMPSON WSTCM4O WITH (26) 16d SINKERS FLOOR OOR FMNNG PLANAN 7/55.O3 PROVIDE (3) BLOCKS BETWEEN POST AND CMU W/ SIMPSON M37CW4O WITH (26) 16d SINKERS & (14) X 2i TTEN'S G.T. ATTACHED TO CMU WALL w/ SIMPSON MElA2O TYP. r� / .. .� 1/�~4 3X5 BLOCK 8ENLEN |RbSSLS SEE DETAIL 3/S5.07 SIMPSON HTS20 w/ (20) 10d NAILS U.N.O. SIMPSON HTT4 w/ 5X8xA.B. x 7" EMBEDMENT SIMPSON HTT5 w/5/A»A.B. x 7" EMBEDMENT ALL ELEVAT ONS ARE REFERENCED FROM FIN. FLOOR, U.N.O. FT HAND SE TO TAT SEAT OF MY KNOWLEDGE, THE DESIGN DEPIC,ED ON IHIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM EUILDING CODE IS EFFECT AS OF DATE OF CEFTIFICSTION EiELOW, Sang-Yub Leo P.E. Florida No. 72328 A Toil cBro I - , Company PHILADELPHIA m DALLAS • ORLANDO a SEATTLE FLORIDA DIVISION' • (407)248-5800 a FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 E ORLANDO • FL. 32819 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO R] 77775 11/14/1]5L - ' 2 ROOF REV. 01/10/14 SL SET REVISION INFO SHEET DESCRIPTION FLOOR FRAMING PLAN PROJECT NAME PARKLAND[0� �����/ &��_K�(lNfl[D8K� CC -MONOGRAM BROWARD COUNTY LOT/BLOCK TBI NUMBER 0043 MODEL STONEHILL - 0043 ELEVATION NAME U����T\|��� ��m�/�����-� SHEET NUMBER S3.02 SERIAL NUMBER 1010.0 E ci ri CD rJ (t1 (U -0 Lr) S1) FLu 0 - Z LL -U) 2:U) Cr) 0 1-1-1 in w cc z LU LL 0 LLJO CL 0 __J LU LU 0 0 LU -J LU LU LU U CC LU LU >-- LU LU C.9 >- CL0 U Lu 0 U) Lu F- 0 Ca 0 H Li_ 0 CC LU CL0 CC CL LU o >-- cD LU 0 UJ Ce 0 U) TED OR REPRESENTED BYTF U 0 U) CL 0 U) H LU LU (.9 (.9 U) LU 0 (1)-. LU 0 (nU) - (9 LU 0 Cn- LU o U) 0 LU 0 LU CL 0 LU I---4 LU CL U) LU H H 0 0 (-) LU cr) _J 0 0 CO 0 LU H 0 U) 0 H 0 0 U0 Li) 0 LU 0 0 r2e Li - LU CO U) 0 CL U) LU CC LU 0 c LU U) U) 0 U 0 C..) U) 0 (F) LU 0 0 LU U U) LU 0 LU LU 0 LU LU CL LU C/1 (1) LU U) LU /- >-- 0:1 0 U) U) 0 H 0 0 U0 U) 0 LU 0 LU 0 cr II - (r) 0 H SIONS ON THESE D LU 1-4 0 LU CC U) CC LU 0 Ce Ca _J 0 ›- U_ 0 0 LU U- I--. 0 LU H U) LU U 0 NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. PLACE #5 BAR IN LINTEL U.N.O. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST TWO COURSES WILL BE A DOUBLE BOND BEAM WITH A #5 BAR IN EACH COURSE AT TOP OF CMU WALL AT 2 STORY WALL U.N.O THE LAST COURSE WILL BE A SINGLE BOND BEAM WITH A #5 BAR CONTINUOUS AROUND STRUCTURE AT I STORY WALL U.N.O. 5. PROVIDE MIN. 4'' BEARING AT EA. END OF LINTEL FOR ALL STANDARD LINTELS (8" PREFERRED). PROVIDE MIN. 8" BEARING AT EA. END OF LINTEL FOR ALL RECESSED LINTELS. „,. 0 0 TOP iluu OF OPENING 8F24\1T\0M \OB LrD .0.3 CD • LL.] L.J.Li CT) ° ° 0 loP OF BOND BEAM 0 - 0 TOP OF OPENING 8E24\11-\1m\oB MATERIALS LU CD L1J UI LTD 0 0 TOP OF OPENING 21\1 T\o\A \lB ° ° 0 1. fc PRECAST LINTELS = 3500 psi. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 Cg = 3000 psi w/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 w/ MINIMUM NET AREA AREA COMPRESSIVE STRENGTH = 1900 psi. 5, REBAR PER ASTM A615 GRADE 60, PRESTRESSING STRAND PER ASTM 4416 GRADE. 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 7. MORTAR PER ASTM C270 TYPE M OR S. TOP OF BOND BEAM • GROUT SOLID FROM LINTEL TO TOP CF BOND BEAM TOP OF OPENING 8E44\1T \OM \H • / s 0 TOP di, Lo OF OPENING' 12E16-1T/08/1B 8 8F24\1T\1M \lB GENERAL INSTALLATION NOTES 716-1T/1M/08 1, PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH NOMINAL HEIGHT OF 8" MEET OR EXCEED 1.,/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE IF NECESSARY. 8. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 9. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE: A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-926 OR OTHER APPROVED COATING. 10. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY AND UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR COMBINE LOADING WITH THE FOLLOWING EQUATION: Applied Vertical load Applied horizontal load 1.0 Safe vertical load Safe horizontal load * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITE 16d NAILS AT 12" 0,C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED. * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S.B,) SPACER BETWEEN MEMBERS. MARK DESCRIPTION L1 MASONRY RBI CONCRETE RB2 CONCRETE fe (psi) 3000 3000 3000 3EAM SC IDLLE-1 REINFORCEMENT TOP (2) #5 (2) #6 MID SIZE N/A #3 ( 2 ) #6 #3 STIRRUPS SPACING 10" 0/C, 8" 0/C. REMARKS GROUTED SOLID B.O.B. EL: 8'--8" SEE DETAIL 8/S5.02 CORNER 'EINFORCEMENT TYP. TOP OF PLATE EL: 10-0" --CT. ATTACHED TO HAMM WALL BELOW w/ SIMPSON MTS12 USE 10d NAILS AND FILL ALL HOLES G. Inn WM ME MS EIRM 1ST LIFT BEAM PLAN SCALE: 1/4" 1' - 0" 8[24/1 T/1M/OB 0 cc ,C(I) Hs. LU CD ecu)LU EL: VT EL: i0' -O" 6x8x6" "U” SHAPED #3 BENT BAR PLACED EVERY 16" ALONG 6" TOP OF DOUBLE BB2 8" ADD (2) 2X4 BLOCKS AT FL TRUSS LOCATION AND (2) 2x4 ATTACHED TO (2) 2X6 BELOW W/ (2) SNESON LSTA.156 SECTION -- BTM. OF (2) Li LL,T. O. 8. BEAM 1 0 - " EL F V. 8F24/1T/1M/OB SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 21/2" SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 21/2" U.N.O. HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO FT HAND SET TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF SAID OF CERTIFICATION BELOW. 01-20-14 Sang-Yub Lee P.E. Florida No. 72328 • DRAWN BY MH 0 ANDO • FL. 32819 VE, SUITE 100 a CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO 1 RJ -77775 11/14/13 SL ROOF REV. 01/10/14 SL SET REVISION INFO SHEET DESCRIPTION 1ST LIFT BEA v PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S3.01 SERIAL NUMBER 1010.0 DATE: Tuesday, January 21, 2014 - 12:49:02 pm a 0 LLI LL. 0 0 U) (f) U) LU F- cr) 0 ce _J 0 F -- a co 0 LU :r F0 (.1) 0 I- 0 Ci a U) 0 Ce 0 a LU 0 U-1 LU a a a LU> 0 LU LU LU V CY LU LU Ce >" 1.1.1 F- LLI F- CL 0 Li Lu ce a LU 0 ce c'e co _J 0 FU - 0 1-1-1 CL 0 Ce LU F- a >- co a Lu 0 LU CD S INDICATED OR REPRESENTED BY THIS NGEMENTS AN THE WRI1 1EN P 0 F - Lu LU 0 Li) LU 0 CL Ce CL 0 0 ce 0 C!) LU CL0 a LU 0 SED BY OR D BLE FOR ALL DIM EN ORS SHALL VER F- 0 Li cf) 2:U) 00 <▪ aclDw 2 U) U) NGEMENTS OR PLA a U) CEDENCE OVE TIONS SHOWN BY THESE U)Lfl < wz = U - 0D LU LU 0 CL LU 0 a LU LU F- 0 U) 0 (7) NC. WRITTEN Ce LU F0 Ca Ce -J 0 F- 0 (7) TIONS FROM THE LL 0 a LT.! I0 Lu F - co U) Lu L.) 0 RLA\ \OT S [I] SEE GENERAL NOTES ON SHEET S1.00. [5] DO NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 4" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6- W1.4xW1.4 W.W.M. OVER 8 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCH'L. DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. AND / OR CIVIL DRAWINGS) TOP OF FINISHED SLAB SHALL BE + 01-0" AND FOOTING CENTERLINES, SHALL COINCIDE U.N.O. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1:j INDICATES #5 BAR,D INDICATES #6 BAR, INDICATES (2)#5 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 9(1 HOOK. BARS SHALL BE PLACED AS SHOWN IN THE PLANS. I N I PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION FOR FURTHER INFORMATION. SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION Ij CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. 91 11 COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. CO\ C. CO1..MN SCHEDLE MARC SZE ff_I\IFOCEVE NT 8"X16"X8" C- 1 CONC. COL INDICATES GROUTED CELL w/(2) #5 VERT. BAR SEE DETAIL 11/S5.01c, 112] VERTICAL REINFORCING IN CMU SHALL BE #5's AS SHOWN ON THIS PLAN. UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS. D) ALL CORNERS [13] SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (#5 = 30", #6 = 36"), AND REINFORCING SHALL BE CONTINUOUS. 14 A SPECIAL INSPECTOR SHALL INSPECT ALL REINFORCED MASONRY STRUCTURE AS REQUIRED BY FBC R4407 SAID INSPECTOR SHALL ONLY BE AN ARCHITECT, ENGINEER, OR THEIR DULY AUTHORIZED QUALIFIED REPRESENTATIVE. El RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTEERWISE, 16 STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ASCE 6-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-05/ASCE 6-05. 1171 WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 700 -MG SCHE i MARK SIT: WIDTH x LENGTH x DEPTH ''ENFORCEMENT BOTTOM Sang-Yub Lee P.E. [OP SHORT LONG WE -1,33* WFC -1.33 * WE -1.33A* WE -2.0* 1'-4"xCONT.a-8" 1'-4"xCONT,x1'-8" 1'-4"xCONT.x1'-0" MH (2)-#5's (2)-#5's DBL WWM 60" PERIMETER DBL WWM 60" PERIMETER, #5 IN CURB DBL WWM 60" PERIMETER #5 © 48" 0.C. (2)-#5's 2'-0"xCONT.xl'-8" (3)-#5's WEC-2.0A* WFS-2.0 E -2.0A 2'-0"xCONT.x1'-0" 2'-0"xCONT.x1'-6" 2'-0"x2'-0"xl'- " #5 © 48" O.C. (3)-#5's (3)-#5's #5 IN CURB (2)-#5's (2)-#5's F-2.5 2' -6"x2' -6"x1'-6" (3)-#5's (3)-#5's F-3.5 3' -6"x3' -6"x1'-6" (4)-#5's (4)-#5's ..i. PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY, * USE PALM BEACH CHAIR OR #5 © 48" O.C. AT SHORT DIRECTION CD N-) C) N) CD C 8" // :5' 77/ C-1 (8) #5's VERTICAL (Sc DOWELS w/ #3 TIE © 8" O.C. C) C‹.1 F-3.5 MC1 MCI F-2.5 cp- 2.0 WF- 2.0 1 7' 8'- WE-.- 2.0 = 1 /S5.01 SECURE END STUD TO MASONRY W/ 0 HILTI KWIK x 4" ----- MINIMUM EMBED INTO GROUTED CELL, 6" FROM ENDS AND 24" 0/C, VERTICALLY, MAX. AND MASONRY END STUD TO BE PT or 15# ROOF FELT BETWEEN WOOD AND CONC. - (2) #5 x 51-0" LONG CORNER BARS (TYP.) POSITIONED IN THE MIDDLE OF SLAB AT INSIDE CORNERS AND AS SHOWN (3) #3 x 6'-0" W/ 10" HOOK © 16" O.C., TOP STEEL CD L I Do HB LOCATION OF SAW CUT BY G.C. SEE DETAIL 7/55.01 2X4 WOOD BEARING WALL © 16" O.C. HOOK ..TTOTSTEEL __#5 BARS IN GROUTED CELLS BENEATH WINDOW SILL. (REF. DETAIL 1/55.03) I.' WE -2.0 Iii WpN, I,)I 62'-8" SEE DETAIL 8/S5.01 FOR TYP. FOUNDATION CORNER BARS U. F -2.0A WF -2.0 2X4 WOOD BEARING WALL © 16" O.C. ON Lr-) 1 --/TOP OF SLAB WD1 WD1 CD r LT_ 4 VARIES <7012 ,P7 N-") #5 BARS I CELLS BEN SILL. (REF. WE C) cN VFC.-2.0A 1 MI CO GRO ATH DETA TED INDO 1/55.13 F-2.5 • • • • WD3 WD3 ON CD Lri Cn CN W=C -2.0A* -2X8 WOOD BEARING WALL 16" O.C. 22'--8" 12' Ft S5. 1 2 Co UM\ SCH MARK SIZE & DESCRIPTION BASE PLATE OR REINFORCEMENT REMARK WD2 VVD.15 12"x12" CONC. MASONRY COLUMN (2) 2X4 STUDS W/ SIMPSON HTT4 (3) 2X4 STUDS IN/ SIMPSON HTT4 (2) 2X6 STUDS W/ SIMPSON HTT4 (4) #5 VERTICAL & DOWELS #3 TES © 8" 0/C 54,- 62'- 8" SLOPE 1/8" PER FOOT, --2X6 WOOD BEARING SHEAR WALL © 16" O.C. WEC -2.0A" - L .11 LC_ 511 HB - LU CL U) 36"X36"X4" CONCRETE SLAB 3" ABOVE GRADE IND 2 S5.01 - 48"X48"X4" CONCRETE SLAB 3" ABOVE GRADE 11 FOUNDATION PLAN SCALE: 1/4" = 1'- 0" INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, HVHZ SECTIONS CN LC) HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO -CD CN CD CN NI\ 'INDICATES GROUTED CELL w/(2) #5 VERT. BAR SEE DETAIL 11/S5.01 SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 2/2" U.N.O. SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 21/2" U.N.O. LEFT HAND SET TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TN AP[ ICABLE MINIMUM BUILDING CODE IN EFFECT AS GE DEFY OF KERTIFICHTI BELOW , G / , ' 01-20-14 Sang-Yub Lee P.E. Florida No. 72328 A Tall cBro - ,Ginc. Company m PHILADELPHIA • DALLAS m ORLANDO gi SEATTLE FLORIDA DIVISION u (4071248-5800 m FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 E ORLANDO m FL. 32819 DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFO RJ -77775 11/14/13 SL /2\ROOF REV. 01/10/14 SL 1 SET REVISION INFO SHEET DESCRIPTION FOUNDATION PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 TBI NUMBER 0043 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER S2.01 SERIAL NUMBER 1010.0 (f) CX: cycoLLI -I: 0 >- 0 0 ,e LL 0 Cfl < ° 0 -- LUc 1 (J)uj 0 • LU cm L Pr.:2! U 0 J UJ LU F- LU 05 0 0 3.7 < F- 0 F5L- LIJ >o LU 0 LU LL.1 0 Ln ci' /- UiM LU UJ UJ INC. AND ARE COPYRIGHTED, THEY c• LU F- 0 fl 0 F -- LL_ 0 cx LIJ 0 Lia 0 >- In0 LU 0 1.1J CD 27, 0 (I) F-- >- 0 UJ LU Ln LU LU 0 CD UJ 0 Z. LU LU (fiUi" 0 If) LU 0 •Zr- CORPORATION FOR ANY PURPOSE 0 s- U - 0 ocL LU F0 ca!_ CC) 0 0 In 0 LU F 0 Ln 0 0 0 In 0 e LU Y.: 0 0 U - LU U) -re 0 LU LU 0 GENERAL NOTES 1, IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION, THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DESIGN LIVE LOADS FLOOR 40 PSF BALCONY 60 PSF ROOF 30 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2010 a) ULTIMATE DESIGN WIND SPEED(Vult)- 170 MPH, NOMINAL WIND SPEED(Vasd).132 MPH b) RISK CATAGORY II c) EXPOSURE "C" d) INTERNAL PRESSURE COEFFICIENT ;0.18 FULLY ENCLOSED STRUCTURE FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, 2, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER, 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH, ENGINEER, CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESS VE STRENGTH AT 28 .DAYS: SLAB ON GRADE, FOOTINGS 2500 PSI REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1', AND HAVE 2 TO 43/ AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,58, 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5,3, OF THE LATEST EDITION OF ACJ 318. 4, ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,ACI 301. 6. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAX. TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE, 7. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 31.5 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWiNGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 9, SUBCONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BO INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED, 10, WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 11, SUBCONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 12. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ( FOUNDAT ONS): B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: 1-1/2' FOR 45 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER: 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINF,, TIES, STIRRUPS 14. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS, FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED, FORMWORK 1. FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", WELDED WIRE MESH 1. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WI 2" CHAIRS SPACED 3'-0" OC, EACH WAY REINFORCING STEEL 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO., SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TENSION LAP SPLICE SCHEDULE BAR 4 3 4 5 6 7 MASONRY SPLICE LENGTH 24" 30" 36" 42" PLAN REINFORCEMENT OTHER THAN TOP BARS (3000 PSI ) (4000 PSI) 16" 16' 22" 19" 27" 23" 35" 31" 48" 42" TOP BARS (3000 PSI ) (4000 PSI) 21" 18" 28" 24" 35" 30" 46" 40" 63" 54" 2. PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, MASONRY 1. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, fm 1500 psi. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". PLACE GROUT IN ACCORDANCE W/ ACI 530-05. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERT. MORTAR .IO:TIS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, 2, WHEN REQUIRED, HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WAL (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8". 3. LAP VERTICAL REBAR 6 x BAR NO., U.O.N. 4. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-05/ASCE 6-05/TMS 602-05), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, WOOD CONSTRUCTION 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", APPLICABLE EDITION. 2. ALL WALL STUDS AND MISC. WOOD FRAMING SHALL BE NO.2 SOUTHERN YELLOW PINE STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: 2X6'S OR 2X8'S 16"0.C, (U.N.0) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24" O.C. PREFABRICATED WOOD TRUSSES , TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEC- IFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS!' BY THE NEPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTES FOR SHOP DRAWINGS. 2. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT - DIPPED GALVANIZED, 3. HANDLING, ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1, 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS, THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, 7, THE HURRICANE STRAPS SPECIFIED ON THE 'vAVALL. SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 9. DESIGN LOADS - DEAD LOADS: FLOOR TRUSSES BOTTOM CHORD TOP CHORD ROOF TRUSSES BOTTOM CHORD TOP CHORD TOP CHORD (AT OVERBUILT AREAS) SHOP DRAWING REVIEW 10 PSE 15 PSF 10 PSF 15 PSF 5 PSF ADDITIONAL 1, SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PIRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, 3. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, 4. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, 3. PLACE A SINGLE PLAFEAT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. DIA. EXPANSION BOLT w/ OVERSIZED WASHERS AT 32" ON CENTER. ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL ENGINEERING PRIOR TO INSTALLATION, 4. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED BORATE SBX, PROVIDE USE GALVANIZED NAILS AND FASTENERS IN PRESSURE TREATED LUMBER. 5. STUDS SHALL BE TRIPLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS, 6. WALL SHEATHING SHALL BF: HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S,B,) SPACER BETWEEN MEMBERS. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" 0.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, MUTIL STUD NAILED TOGETHER W/ 10d NAILS AT 10" D.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. UNO. 5/8" (OR 19/32") APA RATED EXPOSURE 1 CDX, PROVIDE SOLID 2X BLOCKING AT ALL SHEET EDGES. 7, FLOOR SHEATHING 15 3/4" (OR 23/32") TONGUE AND GROOVE C -C PLYWOOD, OR 3/4" 0,S.B.(48/24 RATING), GLUED AND NAILED WITH 8d RING COMMON NAIL AT 6" O.C. AT SUPPORTED EDGES, AND AT 6" O.C. AT INTERMEDIATE SUPPORTS 8, ROOF SHEATHING SHALL BE 5/8" OR 19/32" CD PLYWOOD, NAILED TO TRUSSES BELOW. SEE ROOF SHEATHING NAILING SCHEDULE FOR NAIL PATTERN, PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24" SPAN. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 9, ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 10. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2, KD -15, OR BETTER. Ft , 1200 PSI. ALL WOOD IN CONTACT WITFI CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF OF DOT OR MORE, NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. FASTENER SUBSTITUTIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS, THE ALTERNATE FASTENERS SHALL BE SPACED AT ThE SAME SPACING AS 'FEE SCHEDULED FASTENERS, SCHEDULED FASTENER 8d RING SHANK NAIL 10d COMMON NAIL ROOF RIDGE (1/ ALTERNATE FASTENER 0.131 P --NAIL 1.0d RING SHANK NAIL, 0,148 P -NAIL GABLE ROOF L. 4' e_) ROOF SHEATHING FASTENING SCHEDULE: PANEL. EDGES ED 8d RING SHANK NAILS 6" D.C. 8d RING SHANK NAILS 6" D.C. 8d RING SHANK NAILS 6" 0,C, P/•\NEL FIELD (L) 8d RING SHANK NAILS 6" D.C. (p.,) SA RING SHANK NAILS 6" D.C. 8d RING SHANK NAILS 6' D.C. 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) OO IP [-IP ROOF HEADER/BEAM SCHEDULE t". :AS ENI NG ZON FOR EXTERIOR BEARING WALL AND INTERIOR BEARING WALL (USE 2X6 OR 2X8 WALL FOR EXTERIOR WALL) TYPE HEADER/BEAM H-1 I-1-2 H-3 H -4 2X4 WALL - DOUBLE 2x8 2X6 WALL - TRIPPLE 2x8 2X4 WALL - DOUBLE 2x10 2X6 WALL - TRIPPLE 2x10 2X4 WALL - DOUBLE 2x12 2X6 WALL - TRIPPLE 2x12 4" WALL -(2) 1 3/4"x11 7/8" LVL 6" WALL -(3) 1 3/4"x11 7/8" LVL 1. PROVIDE WOOD HEADERS OVER ALL OPENINGS, IF NO HEADER IS SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-1 AT OTHER WALLS. 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S.B.) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" D.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, APPLICATION GARAGE DOOR BUCK TO MASONRY/CONC. GARAGE DOOR BUCK TO MASONRY/CONC. METAL STRAP TO MASONRY OR CONC. NON-BEARING 000V/ WALL TO CONC. SLAB APPLICATION WIRE LATH SIZE i" 0 NO WASHER 0 W/ WASHER W/ WASHER FASTENERS TYPE "TAPCON" MASONRY FASTENER EXPANSION BOLT SPACING 8" 0/C, SEE NOTE 6 BELOW 'TYPE H-5 H-6 H -7 H 8 FASTENER SCHEDULE RI UMKS H)." EMBED, 4" END. DIST, 1" EDGE DIST. 24" 0/C, 1" EMBED, 4" ENL). SEE NOTE 6 IST,, 3" EDGE DIST. BELOW CONTACT THIS ENGINEER FOR SPECIFIC REQUIREMENTS EXPANSION ' '2. BOLT 41' 0/C METAL LATH © WIRE FASTENERS SIZE 16 GAUGE W/ 1/" MIN. EMBED TYPE SPACING #11 GAGE 3/8" HEAD 6" APART SIDE LAPS 01' METAL 16 GAUGE W/ #11 GAGE 6" APART N RIB LATH 1 '4" MIN. EMBED Y8" HEAD SIDE LAPS 9" tc',IBE I); END, DIST., 3" EDGE DIST. REMARKS HEADE R/13 FA M (2) 1 3/4" x 14" LVL ( 2) 1 3/4" x 16'1 LVL. (2) 1 3/4" x 18" LVL (3) 1 3/4" x 18" LVL APPLICATION FLOOR SHEATHING (d") T&G ROOF SHEA"HHING (i") EXP. 1 WALL SHEATHING (,I3") P. 1 1x2 PT FURRING TO MASONRY/CONC. ROOF WALL SIZE 0.1310 x 0.131 0 x 234" 16-20 RINGS/INCH 0.131 0 x 2'43" :LOOR SHEATHING TYPE SPACING 8d SMOOTH 8d RING SHANK Lb COMMON SEE PLAN SEE PLAN SEE PLAN WINDOW AND DOOR BUCK FAS-ENERS CASE HARDENED COIL NAIL LONG. SOD, AL. EXT. DOORS CASE HARDENED COIL lx PT, SEE NOTE #7 NAIL 112-." LONG. WINDOW BUCK CASE HARDENED COIL Ix PT, SEE NOTE 7 NAIL U LONG. EXT. ISMIID. DOOR -FF/F-I' BUCK .2x PIT Ir./LL NOIL / NO WASHER 2x PT WINDOW BUCK r 1,0 siTrl cOL srE 0.138 0 PAF x 2)" W/ 10211' BD"\ SHER "-TAPCON" FASTENER NOTES 1 - HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS. 2 - STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS. 3 - FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 4 - ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 5- PAF SHALL BE HILTI X-ZE HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN. 6 FASTENER SPACING FOR THE BUCKS SHALL THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 7 - WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. , 8" 0/C 9" 0/C STAGGERED 9" 0/C STAGGERED 12" 0/C 9' 0/C S1AX.1.(1.:TIREI.") S 1/V/IIDOVFIr DOOR ASF1 ENE INFO 1/1ASONRY/CONCI. 111IF DOW/DOOIR ASTENED 1,1,'FIFIONRY/CON(./. 1:1" 1. 'LCD FF1/11 END. LIS! I /'' Mu/ DisT, F/I LE/I) DI El)XF/L HID/ '. cc I I I OF tclf c<NOccv.1 Dc. rcIE ,J; PIC . (IN TIIIS `MTH TIIL ;N [FFICT ASO, LAU- ;; ( iCif•K,VION /CHOW Iii/tx*//4 09-16-1 3 Sang -Yob Lee P.E. Florida No. 72328 21 U DRAWN BY MH CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 1/2 NOTED SCALE SHEET DATE 08-05-13 SHEET REVISION INFC) SET REVISION INFO SHEET DESCRIPTION GENERAL NOTES PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 0043 FBI NUMBER 0043 MODEL STONEHT [ELEVATION NAME VERSAILLES SHEET NUMBER s1Ioo j SERIAL NUMBER 1010.0 38' 12'8' ALL 2x HANGERS SHOW) ARE ITU1 NOTED OTHERWISE. ALL 4x SYS -42 HANGERS SHOWN NOTED OTHERWISE. • TRUSS INSTALLER 15 RESPONSIE3LE SPECIFIED HANGER FOR TRUSS PER MANUFACTURER SPECIFICATIONS. 38 9 12'0° ' ARE A14U46 UNLESS FOR INSTALLING TO TRUSS CONNECTION' ITU) i4ANGERS UNLESS NOTED OTHERWISE •i U lJ U l� la 5' 4' 1. TRUSSES SPACED 24' ON CENTER, U.O.N. 2 ALL WALL, £-SEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.. BOTTOM OF TRUSS FROM ELEV. 0'-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION ----;?r,"* ROOF LADS TOLL: _30 _ _ O TCDL: 15 gg®® O dt- Ar- law Amir - IIIt,1.1 PENIAL CONNECTION OTHERS O DEFLECTION_ 360/240 O _O ,ciA,,,> - i TRUSS 1 41 r.4. _ [____.-1-1 POMDA\O E_: (954) 975--338 FAX: (957.) 978---8980 3635 PACK CEN BEACH, Al__ B_VD F._ 33064 SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL. PREVIOUS ARC-ITECTURAL OR OTHER LAYOUTS. APPROVAL OF TI -IS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AVD CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REV: 1/10/14 REV: - REV: - CUSTOMER TOLL E3ROTI--ERS, INC. DATE: 12/29/13 SCALE: 1/4':I'-0' BY: CM SUB DIV: PA . AND GOLF 4 C.G. SALES: - ADDRESS: PAGE: 1 OF 1 COUNTY: BROUTARD D \O. 13 5353 LOT/BLOCK MODEL: STONEHILL 43d ELEVA11ON: VERSAILLES JiA-== doi rI / 'if—.....................................................................................................................................II.... (20'I' 12'8' C ___. m �� c� 1 cV m �i In .4 ir .CJ1 4 _ CJ3 2' 2' ( P2' 2' 1� 1.z_' ►4 r - c-,4/ i EJE-,� Fib___ ^ 1 2 • -�_: I,r 1 4 0, 21'-0-3/4'. • COFFER CL ° 10 0' FL4T CLCx -4-3/4' FLAT CL _F1 ; CJ5 .� EJ 24-3/4'�t 1 ►4 1 - L1Ur CLG ® ....T ET ►-. D. IS '.L �. I \., �1. _ -_-� EJ1 Air CJ 3_ . ..., P u •i• i SIRG Ii 11A_ :i4 ---- J-1 A i OLD SACK 3/4' "`U r I I li s..A. - CJIA � — ' is 1 t . ,ri ceF r4.7) -4IIIiI II Ili J Q m m r ml y } C d.. ....... 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Q L — — — — _ �' .CJ1D EJi itel;� • 11 J6 12 EJ 1_ r$ ►. 2 � L 111 2 2' 2'2 2 _ CJ3D E J 4� •r / I 4 J6C -------� Ad I I ^ ` ` 1:-- v +i► EJi L T ._..._ _ • Jwr F14 i L _ _ � __. .___ _.... i _' 4'6,"i► _ a} • 01 2 --- _ FLAT '_" ,- - � —.mac._ — _____ r' �, 10'-0' CLG 1 EJ46- EJ1 N� 1' 2 ® ri • �� ' �n ars - ► F14 EJ ..— 2 � 2 2' 2' N 2 s - _ 2'p c 1'6' IN CJ3D 1 I 1 Ii / / d i_ _ b1i c�a •� 1 L 03 .....,. ! 1 % 2 �5.. CO `� Ute: \ C..)11:)C..)11:)6, : I. 1!, ,i P14 1 01 11 11- 0 ` 0� 11_ 0 ► 11 Cfi 11 ^ c0 0) 1.1_ 11_ 1— !! i 11- 1- 11_ t` 11 1 11 ♦ ' ,. — cv - _1 _ !, i. "if! z-1 �i Air `�� �� % it 1'!' 11 ' 1 l� ii I AO 18'-8' FLAT LG - .rri el a . �. AA .� a .i %r. /1 ! / A . APF A U � ._-. __. 4/12 _______ ____._._.._._ F13 ._ 8' - _ .: HOLIa SACK 2-I/4' RUN FRISSON THRU .:! _.__54 -71 62'8' 6 x, Ill al � I , 031-- ,. I 4..1►. �� ►fir . .♦. r• �lir����,�,I................:. ♦ ♦ 1 4 . i&fi ►�► •♦. ,��,�•-,.��....... 1•. : • �i►♦414w a' ♦ .������.,\,\ \\\N\ _-�_. __. J+ 6 5'9' .►111,41,&;',..N•,, 2' 9 11'g' 3'2' -- _ S _....._. -.._ 39'1' 1811 �_ 38' 12'8' F22 F23 P21 N 1- \1C LEE\iD 10' -0" ]8'-8" 201-4-3/4" 24'-O" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG al/ LEVEL RETURN HEEL HEIGHT : 2x6 NOM. FLOOR ~ND DET 41L - 4x2 FURS 2x6 RIEE30N 3„ HOLD BACK 1� DEEP FLOORS TOP e 11'-4' BT>~ e 101-0" RENIEWED REM MED, th. RBASE AND NVtiAPPROVED 10 -3 O 0 O IL 44\C1ER LEGEND ALL 2x HANGERS SHOW) ARE ITU1 NOTED OTHERWISE. ALL 4x SYS -42 HANGERS SHOWN NOTED OTHERWISE. • TRUSS INSTALLER 15 RESPONSIE3LE SPECIFIED HANGER FOR TRUSS PER MANUFACTURER SPECIFICATIONS. 4' ARE A14U46 UNLESS FOR INSTALLING TO TRUSS CONNECTION' ITU) i4ANGERS UNLESS NOTED OTHERWISE __ AHU26 -2 1. TRUSSES SPACED 24' ON CENTER, U.O.N. 2 ALL WALL, £-SEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.. BOTTOM OF TRUSS FROM ELEV. 0'-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION AHU46 23 ROOF LADS TOLL: _30 _ _ O TCDL: 15 TCDL: 20 O dt- Ar- law Amir - O PENIAL CONNECTION OTHERS O DEFLECTION_ 360/240 O _O ,ciA,,,> JH'JJQ QUALIT i TRUSS 1 41 r.4. _ [____.-1-1 POMDA\O E_: (954) 975--338 FAX: (957.) 978---8980 3635 PACK CEN BEACH, Al__ B_VD F._ 33064 SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL. PREVIOUS ARC-ITECTURAL OR OTHER LAYOUTS. APPROVAL OF TI -IS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AVD CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REV: 1/10/14 REV: - REV: - CUSTOMER TOLL E3ROTI--ERS, INC. DATE: 12/29/13 SCALE: 1/4':I'-0' BY: CM SUB DIV: PA . AND GOLF 4 C.G. SALES: - ADDRESS: PAGE: 1 OF 1 COUNTY: BROUTARD D \O. 13 5353 LOT/BLOCK MODEL: STONEHILL 43d ELEVA11ON: VERSAILLES doi rI / 'if—.....................................................................................................................................II.... (20'I' 12'8' ___. P2' 2' 1� 1.z_' c r - c-,4/ i FRAM DOU.N COFFER cv 10'-0' FLAT c G Fib___ ^ • -�_: 4 0, ° 10 0' FL4T CLCx I _F1 1 - D. '.L \., Air ..., P i SIRG Ii ,Ai :i4 "`U r I I li s..A. — Q r y } C cv ....... I 1 a-, c i .( _ N 2q0-1/21 1 �r 00 o - 10'-10' FLAT CLCD -, r , ;4. ----- _ __.___—_ _.._------. _-_____ - HOLD E rt- FR4ME DOdI4 COFFER , L F 2 a F3 N I 1 r ( I 1 RI BBC�1�l ` HRI1 rool'A 's _ _ F1i - - _.. - - __ �1 . 1.0 i C •_ -- F2 10 0 1 FLAT / _._.__ _. 4 Arr• -_._._____. I qLG FRAME R T.c. E �,_ - �� I L �a Al I 1 k 0 Fl 1 , 0 4 i -- :DGER =R5 F 1 20'4' 001 1..- n a �' ct� I - 34° 42' 4 ® �� 0 0 0 0 C 4I -IU ?-{UNCI E O.I t ._ ............... 0 V :l (a6 9 4 F1 0 I I -- AHU AT 71- cot --itg) I 0 pi 1 9- Ivor 214, 2 A ------ __ ___ oppliffs 0:0 el go ' 12 r$ � L 111 ^ / I 4 Ad I I ^ 1:-- L T ._..._ F14 i L _ _ � __. .___ _.... _-'6_ __ _ a} 2'2 2 --- _ FLAT '_" ,- - � —.mac._ — r' �, 10'-0' CLG 1 cue F14 2 2 2' 2' N 2 2'p r IN 1 I 1 / / d i_ _ b1i c�a •� 1 L 11 ! 1 % 4 1 �5.. CO 11 I. 1!, P14 1 01 11 11- 0 ` 0� 11_ 0 ► 11 Cfi 11 c0 0) 1.1_ 11_ 1— !! i 11- 1- 11_ t` 11 1 11 ♦ ' ,. — cv �i Air `�� �� % it 1'!' 11 ' 1 l� ii r AO 4 - .rri iir .iii sr r a . �. AA .� a .i %r. /1 ! / A . APF A U � ._-. __. 4/12 _______ ____._._.._._ F13 ._ 8' - _ .: HOLIa SACK 2-I/4' RUN FRISSON THRU .:! _.__54 -71 62'8' F22 F23 P21 N 1- \1C LEE\iD 10' -0" ]8'-8" 201-4-3/4" 24'-O" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG al/ LEVEL RETURN HEEL HEIGHT : 2x6 NOM. FLOOR ~ND DET 41L - 4x2 FURS 2x6 RIEE30N 3„ HOLD BACK 1� DEEP FLOORS TOP e 11'-4' BT>~ e 101-0" RENIEWED REM MED, th. RBASE AND NVtiAPPROVED 10 -3 O 0 O IL 44\C1ER LEGEND ALL 2x HANGERS SHOW) ARE ITU1 NOTED OTHERWISE. ALL 4x SYS -42 HANGERS SHOWN NOTED OTHERWISE. • TRUSS INSTALLER 15 RESPONSIE3LE SPECIFIED HANGER FOR TRUSS PER MANUFACTURER SPECIFICATIONS. AHU26 UNLESS ARE A14U46 UNLESS FOR INSTALLING TO TRUSS CONNECTION' ITU) i4ANGERS UNLESS NOTED OTHERWISE __ AHU26 -2 1. TRUSSES SPACED 24' ON CENTER, U.O.N. 2 ALL WALL, £-SEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.. BOTTOM OF TRUSS FROM ELEV. 0'-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION AHU46 23 ROOF LADS TOLL: _30 _ _ O TCDL: 15 TCDL: 20 O 3CLL: 0 O _--- - O PENIAL CONNECTION OTHERS O DEFLECTION_ 360/240 O _O ,ciA,,,> O AHU26 Ica 0 _ - O __ O 1. TRUSSES SPACED 24' ON CENTER, U.O.N. 2 ALL WALL, £-SEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.. BOTTOM OF TRUSS FROM ELEV. 0'-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITERIA: ASCE 1/10 WIND SPEED: 110 MPH BUILDING TYPE: ENCLOSED EXPOSURE: C RISK CATEGORY: II ROOF LADS TOLL: _30 _ _ O TCDL: 15 TCDL: 20 E3CLL.: 0 ,'2 ,� 3CLL: 0 BCDL: __l BCDL: 5 - TOTAL: 65 PENIAL CONNECTION OTHERS [3Y EaI ChecNtee th onty the design concept of the docurnente. knorarantor riSport i, `rt N ;iC� Pt e. con- firmed o �- fir e d ,+n' t I<ated at the @i E tier „r �� n tf art diadr„1 soRtyj 4iY the ' hna Sfion processes r to tf"C�4id� ,xr?:r t t'ucttofir and tor coordroation of the wont of , 1 tr$dr,tta L1)N L ARRI.Ar TINtRE: LfiR Leda__ NOTICE Field Bracing is not the responsibilitL of the truss fabricator, truss designer, nor plate manufacturer, Persons erecting trusses are cautioned to see< professional advice regarding erection bracing which is alwaEs required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24' o.c. max. ere no rigid ceiling is applied directly to the bottom chords, they spall be braced at 6'-0' o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for conne:tions, nailing s dules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supersede 'abeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacitL of a standard hanger or truss to wall connections are the responsibility of' the builder. GENERAL NOTES 1. TRUSSES SPACED 24' ON CENTER, U.O.N. 2 ALL WALL, £-SEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.. BOTTOM OF TRUSS FROM ELEV. 0'-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITERIA: ASCE 1/10 WIND SPEED: 110 MPH BUILDING TYPE: ENCLOSED EXPOSURE: C RISK CATEGORY: II ROOF LADS TOLL: _30 _ _ FLOOR LOADS TOLL: 40 TCDL: 15 TCDL: 20 E3CLL.: 0 ,'2 ,� 3CLL: 0 BCDL: __l BCDL: 5 TOTAL: 55 TOTAL: 65 CRE� A6E 1.25 N NG s AE5Le1.0 DEFLECTION_ 360/240 DEFLECT ION 360/240 ,ciA,,,> JH'JJQ QUALIT i TRUSS r, _ [____.-1-1 POMDA\O E_: (954) 975--338 FAX: (957.) 978---8980 3635 PACK CEN BEACH, Al__ B_VD F._ 33064 SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL. PREVIOUS ARC-ITECTURAL OR OTHER LAYOUTS. APPROVAL OF TI -IS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AVD CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REV: 1/10/14 REV: - REV: - CUSTOMER TOLL E3ROTI--ERS, INC. DATE: 12/29/13 SCALE: 1/4':I'-0' BY: CM SUB DIV: PA . AND GOLF 4 C.G. SALES: - ADDRESS: PAGE: 1 OF 1 COUNTY: BROUTARD D \O. 13 5353 LOT/BLOCK MODEL: STONEHILL 43d ELEVA11ON: VERSAILLES (L) Cr) -111 CL) LU 0 CL 00 u__ 0 U)iu DCL 0 LIU Li_ -- 0 LU CL LU = F- LU 0 00 < LU :::;" LU LLI 0 Lr) 0- F- LU LU (-) Lii LU LU LU CL 0 LLJ <.. 0 U) CY! LU 0 CO -J _J 0 Li_ CL - LU 0 Co 0 ILI 0 0 F- › - Co LU F- 2: LU LU LU 0 LU 0 U) CL LU LU In 0 CLCL 0 LL_ 27: 0 CL 0 1.1 >0 - LU _J (3 is) 0 Ce. Co _J 0 F- 0 2: CO LU F- U) 0 0 C) 0 LU 0 1-4 0 LLI CO 0 CL U) UJ .1 '27 c,72 LU <IC U) U) 0 0 COCL) (-) 0 (() LU U)0 ILL CC) 11:j <0 U) (f) U) LLJ 0 U) LL 0 LU 0: 0 CD (,) 0 r LU LU LLJ CLL- Li 1 (/) F—.' LIJ 1- 0 Co U) (.9 0 LI) Lr) LU L9 U) LU 1-4 0 LU F- 2: 0 LU -100 < 0 0 LU 1-4 0 LU rO (I) LU 1E Ii0 11-2" "../7/2222:4 - V.Z.Z.:27=1,,iff'2ZZZ,YZ22..,M2.722-27 NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" KITCHEN HALF WALL DE SCALE: 1/2" = '' ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN 2" SHOWER DRAIN -COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH -2X4 HALF WALL CABINET (INT -1) TOLL APPROVED TILE BACKER (REFER. TO CONTRACF PF( IFI( WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2- 2X4 THRESHOLD -------------------- LINER SET IN SEALANT © FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. . SHOWER & CURB 0 SCALE: 3/4" = N FRAMED FLOOR (INT 4) SET MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" - SET MIRROR 3" FROM INSIDE CORNER 36" HIGH X (VANITY -5') MIRROR ( - 1/4" MIRROR -1/2" RECESS - FOR MIRROR 2" YORKTOWNE TRIM - MM MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS, MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: 1/2" = Monday, August 19, 2013 - 10:50:47 am LLI 0 2: 0 < 0 (f) O LU CZ (1) UJ CZ 0 LU U_ 0 LU Lu UJ T > Lu 00 71:: LU > __J LU 0> LU> OLU 0-- F- LU < LU Lu 0 LLI CC.: ›. 0_ >- >.- LU T < CL‹ 00 LL. I-- 2: Cr >- 0 (-) UJ 0 ( CA. LLJ a: 0 CZ 0 0 LLI 0 CL CZ CL - LU F- 0 oo 0 Lu LLI CZ 0 (f.)1177_ F— ifl LIJ LU U) LU CZ c2L._ LU CZ CZ 0 LLJ THE JOB AND TOLL BROTHERS 0 U) 0 I-4 0 0 2: (I) 0 U) 0 _J FO .._J LL_ Lu 0 -4 c) 0 U) LU LL 1.6181 00 < Lu 0 F- 0 LU U)0 Li) 0 0 EY 0 0 cc 0 UJ Lu CTORS U) (9 Ui 0 U) LU LL 0 < 3 ce LLJ L1.1 O rl 2f LLJ< LL; - LU in- I— OF- ▪ a: LU 0 27 LLI 0 U LU 0 LU 0 1.1.1 LU 0 LU (-) UJ L1.1 _J U) U) 0 Lu (I) LLJ 0 U) 0 U) UJ 0 LLJ U) cc 0 U) U) 0 0 0 If) 2: U) LU Ui F 0 U) 0 1* -1 <r: > 0 LLJ LL 0 [ - U0 Lu 0 ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING -- PRE-ENGINEERED WD TRUSS, 24" 0.C. -- INSULATION BLOCK ALL TRUSSES TO REST ON GALV. ANCHOR SEAT OR WRAPPED IN FELT MEMBRANE TO AVOID DIRECT CONTACT W/ MASONRY SEE PLAN FOR STRAP 2x6P.T,---- 2x8 ROUGH SAWN CEDAR METAL DRIP EDGE ------------ NAILER ----------' CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED ---- CEILING INSULATION (SEE ENERGY CALCS,) 5/8". GYP. BD REFER TO ELEV. FOR OVERHANG STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH ...... DOUBLE STEP PRECAST CONC, SILL TYP. © ALL WINDOWS MIN, 5/8" STUCCO (MIN. 2 COATS) OVER CMU #5 BAR BEYOND • 8" W x 1-1/2" D RECESS © SLAB EDGE MAIN FLOOR ELEV 01-0" 1/2" GYP. BD. ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM W/ (1) #5 CONT., (GROUT SOLID) PRECAST LINTEL, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R X2 P.T. NAILER FINISHED BASE MOULDING EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" - 11-0" 4" CONC SLAB W/ VAPOR BARRIER --SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP 2x6 2x8 ROUGH SAWN CEDAR --NN METAL DRIP EDGE - 1X2 NAILER CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN, 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING FELT BACKED METAL LATH SEE PLAN ) -------CEILING INSULATION \ (SEE ENERGY CALCS.) 5/8" GYP. BD. DBL. 2x SYP. WD. TOP PLATE ------- 2x SYP. #2 WD. STUDS © 16" 0.C., TYP. -- WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE ENGINEERING REFER TO ELEV. FOR OVERHANG --- -T.-- STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL LATH - WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL. LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM - EXTERIOR STRUCTURAL SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER- PRE-ENGINEERED WOOD FLOOR TRI IFS (VERIFY W/ TRUSS -SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 WOOD STUDS © 16" 0.C., TYP, -WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING PLAN ----FINISHED BASE MOULDING if -3/4" THK. T&G SUBFLOOR v -e" ENGINEER FOR TRUSS LAYOU-F)---- ALL TRUSSES TO REST ON GALV, ANCEOR SEAT OR WRAPPED IN FELT MEMBRANE TO AVOID DIRECT CONTACT W/ MASONRY MID -WALL WEEP SCREED P.T. 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) - 5/8" GYP. BOARD --AT FLOOR AND CEILING INSTALL P.T. WOOD FIRE STOP TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM, W/ (1) #5 CONT.— MIN. 5/8" STUCCO (2 COATS) OVER CMU DOUBLE STEP PRECAST CONC. SILL TYP. @ ALL WINDOWS MIN. 5/8" STUCCO (MIN. 2 COATS) OVER CMU #5 BAR BEYOND 8" W x 1-1/2" D RECESS © SLAB EDGE -- - 1/2" GYPSUM WALLBOARD ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) PRECAST LINTEL , SEE FRAMING PLAN FOR SIZE AND DEPTH MAIN FLOOR ELEV 0'-0" TOP OF FLOOR TRUSS co SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW Al IACHMENT COMPLIANT W/FBC-R - - -1X2 P.T. NAILER --FINISHED BASE MOULDING 4" CONC SLAB W/ VAPOR BARRIER ----SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING TWO-STORY WALL SECTION SCALE: 3/4" = 11-0" NOTE: STRLCTURAL DETAILS SPERCEDE STRUCTURAL \O -ES 0 ARCHITECTURAL WALL SECTIONS 10110 IEEE OF MY KNOWLEDGE, i DESIGN DLPIULD ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM LILTING CODE IN EFFECT AS OF DATE OF CFR Fick rjoN BELOW. AUG Z 6 /0)3 rhtiAtl 0444, ONP. BARE A[A AR 94562 HT Cr) ml DRAWN BY M. STRICKLAND CHECKED BY O. SWAFFORD SCALE 22 X 34 = SCALE AS NOTED 14X1.7 = 1/2 NOTED SCALE C CL SC 0 SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TEl NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D -ERIAL NUMBER 1009 cr CT- C) C.) Cr') C) (-NJ (13 C .7D It3 TZI (./) a) cr. -TD a) uJ 0 0 0 LU Ln 0 U._ a LU f:15 Lu LU a a 2: a UJ 0 LJJ, a Lu LU Li LU ce LLI LLI F- a LU >-- CL 0 Li LU a F (.1)- CY. 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FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING ------ EXT -1 D3 EXT -5 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE - WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6” WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER \ RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW FLASHING FYPICAL SLIDING GLASS DOOR FLASHING DETAIL (EXT -i) N.T.S. OPTION - A FLASHING CANT STRIP r--------- SILL PLATE SEE NOTE #2 WALL SHEATHING WITH WEATHER RESISTIVE BARRIER -- NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE -1-YPE (MIN, 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXTERIOR OPENING OR BEA D3 iNTs K.O. COURSE VV/ (1) 4:5 CONT GRADE I I IL - 0 00 SLOPE 0 V 14 41 i I I M (EX[ -5) /STUCCO ON 8" CONC BLOCK WALL W/ #5 IN GROUT FILLED CELL W/ MIN. 30" OVERLAP. ALTERNATE HOOK BAR DIRECTION (SEE CHART FOR SPACING) HEIGHT OLO" to 41-0" 41-1" to 61-0" 61-1" to 81-0" CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN NOTE: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADI-ESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE, 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS, THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR TE WALL SCHEDULE FOUNDATION FTC. REINF. DOWEL SIZE (W x D) SPACING 21-0"x 11-47(3) #5's CON -17 56"o.c. 31-0"x 11-4" (4) :g Ts CONT. 48"o.c. 41-0"x 11-4" (4) #.51s CONT. 32"o,c. PAVERS AT LANAI AREAS, TYP. SEE CHART FOR FOOTING SIZE AND REINFORCEMENT INFO PRIVACY WALL (STEM) SCALE: 3/4" = 11-0" (EXT9) (EXT-6) WEATHER RESISTIVE BARRIER ----------- FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE DO NOT FLASH OVER BOTTOM NAILING FLANGE---' WINDOWS TO BE INSTALLED]] PER AAMA 100-07 TYPICAL WINDOW FLASHING DETAIL N.T.S. ---- WALL PER PLAN —RAIN DRIP REGLET ------- EXTERIOR WINDOW (EXT -2) STUCCO RAKE JOINT AT WINDOW --- EXTERIOR PERIMETER CAULKING - WINDOW TO BE SECURED DIRECTLY TO THE STRUCTURE AS DESCRIBED ON PRODUCT APPROVAL EXTERIOR SHEATHING SILL PAN FLASHING Al 7- r ) - ----- -- INTERIOR PERIMETER CAULKING ---1 DRYWALL NOTE: WINDOW BUCKS ARE TO BE CAULKED TO WALL & WINDOW FRAMES CAULKED AT INTERIOR AND EXTERIOR PERIMETER A Al Al Al CONCRETE OR MASONRY / Al 4 4 11 [____ NOTE: CLEAN OFF ANY SEALANTS. BEFORE APPLYING ANY DEBRIS LIQUID APPLIED MEMBRANE -------- -LIQUID APPLIED „MEMBRANE MIN, WIDE CONTINUOUS BITUMINOUS FLASHING FULLY ADHERE TO WOOD SUBSTRATE OVER LAP ADJACENT BLOC< MIN. 6" ------- PRE-CAST SILL- <4 • 4' <7 A P.T. WOOD BUCK SET IN CONTINUOUS BEAD OF SEALANT AS DESCRIBED ON PRODUCT APPROVAL EXTERIOR WINDOW TYPICAL WINDOW HEAD DRIP DETAIL (E. -XI 8 JAMB SEALANT DETAIL N.T.S. Al A Al DRILL & EPDXY #4 © 18" O.C. & BEND DOWN INTO STAIR. CONC. STAIRS SECONDARY POUR 8" CMU STEMWALL w/ #5 VERT. HOOKED INTO FOOTING .© 40" D.C. BEND #5, 21-0" INTO SLAB (TYP.) 4© 18" O.C. DOWELS BEND INTO STAIRS. AlAl 4 4 4 TYP. FTC. EXTEND TYP. FTG © WIDTH, SEE STAIRS & PROVIDE DETAIL END -3B #4© 18" 0,C. E.W. CONCRETE STAIRS ON GRADE SCALE: 3/4" = 1'-0" (EXT -10) GRADE 1 1 (EXT -7) D3 N (EXT -8) WALL PER PLAN RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF PLAN VIEW - 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL D3 / N.T.S. (EXT -11) Al – STEP OR CONTINUOUS FLASHING V14.44, SEAL WINDOW AT INSTALLATION - FLASH EXT AT A D3 / N.T.S. NOTE: CLEAN OFT1 ANY DEBRIS BEFORE APPLYING ANY SEALANTS. --- LIQUID APPLIED MEMBRANE NG DETAIL RCH WINDOW FRAM • LIQUID APPLIED MEMBRANE MIN. -9"WIDE - NG E XT -3) LIQUID APPLIED/ MEMBRANE / PRE -CAS - SEAL WINDOW AT INSTALLATION LIQUID APPLIED MEMBRANE [WINDOWS TO BE INSTALL1 PER AAMA 200-09 TYPICAL CMU EXT -4 WINDOW FLASHING DETAIL /D3 N.T.S.(EXT -4) TO THE BEST OF MG KNOWLEDGE, THE DESIGN DEPICTED ON OHIO DR/WING COMPLIES WITH THE BPPLDBABLE MINIMUM BUDDING :ODE DB EFFECT A5 LIEF ILAL OF EL P I C/N 6E1_0,6'. ALIO 2 6 7013 0 DN P. BARLEY,'AIA R 94 4»(-.2 ACT 0' (0 c;..) CT a- a (1) EDC) 4-> EDO CT '0e MB, DRAWN BY M. STRICKLAND CHECKED BY 0. SWAFFORD SCALE 22 X 34 -7, SCALE AS NOTED 1X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES & JETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D3 i'ERIAL NUMBER 1009 iday, August 23, 2013 - 4:21:24 pm F- 0 27 0 LIJ Ln 0 LI - a LU CL 0 UJ LU 0 LU 0 Ui 0 LU LU ce c) Lu ce LL1 •••••,. LU C3. LU F -- C9 ra;: >-- 0 LU 0 CZ LU F-- 0 o0 _J 0 0 VING ARE OWNED BY AND THE PROPER Ln >- CL") 0 F- LIJ cr) LU c CL LU CZ CZ 0 1.1.1 —40 U) CL 2f. LU LU CZ LIJ CD Lu Lu F--- 0 cZ LU LII 0 LU cr) 0 CORPORATIOI 0 ONS AND CONDITIONS ON THE JOB AN in LU `57 0 LL LLI In 0 CL LU CZ r•-• IJJ U._ co 0 CZ SCLOSED TO ANY JS SHALL BE USED BY OR D CL 0 Lu Lu 0 CZ LU U) CZ 0 c F- 0 U) 0 LU LU cr Lu 0 LU LI Lu CD LIJ LLI LU (9 (1) 0 LU 0 Lu CY CL LIJ tc) LU U) Lu F- -2: 0 H Lu 0 ON THESE D cx Lu 117. 0 In 0H V LLI Ln LU ›- cO 2! 0 Lf) Li) 0 H 2: 0 0 Lf) 0 I.— LU 1-4 0 1.1.1 :r 0 Li - U) 0 U._ CD LIJ 0 Lu In Lu LL_ PROVIDE WINDOW GUARDS, "GUARDIAN ANGEL" OR "APPROVED EQUAL" TO ALL S:_--COND FLOOR OPERABLE WINDOWS WITH SILL HEIGI-TS LOWER THAN 36" A.F.F. REFER TO STRUCTURAL SHEETS FOR WINDOW CALLOUTS, SCHEDULES AND DESIGN PRESSUES 22" MIN. X 36" MIN. (ROUGH FRAMED) TRUSS BOTTOM CHORD TRUSS TOP CHORD -- PRE-ENGINEERED WOOD ROOF TRUSSES - REFER TO STRUCTURAL DRAWINGS --- PROVIDE R-38 MINIMUM BATT INSULATION AT CONDITIONED ACCESS LOCATIONS 1 1 , o DRYWALL CEILING BOARD ON PRE-ENGINEERED WOOD ROOF TRUSSES DECORATIVE TRIM MOLDING PER SPECIFICATIONS DRYWALL ON PLYWOOD FASTENED WITH DRYWALL SCREWS © 6" O.C. PERIMETER / & 12" O.C. FIELD ATTIC ACCESS DETAIL SCALE: 1" = 11-0" DOOR TAG DOOR CALL -OU TYPE THERMA-TRU INSULATED ENTRY DOOR OVER HEAD GARAGE DOOR STEEL EXTERIOR DOOR DOOR DOOR SCH SIZE E " „.. ------- TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS SHOWING COMPLIES wrm THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. REMARKS AL 6 2 6 2013 HOLLOW CORE BI -PASS DOOR HOLLOW CORE DOOR 7 HOLLOW CORE DOOR HOLLOW CORE DOOR HOLLOW CORE DOOR HOLLOW CORE BI -PASS DOOR GLASS SHOWER DOOR HOLLOW CORE DOOR 13 BI -PASS SLIDING GLASS DOOR 14 BI -PASS GLASS SHOWER DOOR 15 DOOR 31-0" x 8'-0" 161-0" X 81-0" 21-8" X 61-8" 2(-8" X 81-0" 6'-0" X 81-0" 21-8" X 81-0" 21-6" X 81-0" 21-4" X 81-0" 2.'-0" X 8'-0" 51-0" X 81-0" EGRESS W/(2) 12" SIDELITES IMPACT nAH SOLID WOOD NOT LESS THAN 1 3/8" THICK OR 20 MIN. FIRE -RATED 21-0" X 61-4" TEMPERED 21-8" X 41-5" 121-0" X 81-0" IMPACT 51-0" X 61-0" TEMPERED 21-8" X 61-8" INS AT LOCATION CEILING @ LIVING AREA EXTERIOR MASONRY WALLS EXTERIOR WD. FRAME WALLS WALLS TO LIVING AREA AIN SOLID WOOD NOT LESS THAN 1 3/8" THICK OR 20 MIN. FIRE -RATED manammtufaftzenamoomoRRK NosawRow*.PRIRK.almay.sof ON SCHEDULE TYPE FIBERGLASS AL -FOIL FIBERGLASS FIBERGLASS 8" DIA, DECO. COLUMN, TYP. OF 2 [MING 8L8" :WI. ARCH D SCALE: 1/4 "=1-0" 2 TYP. ARCH DETAIL SCALE: • 4 ",-1-0" C 1711 cTAIL 63 0 CL Cr) R -VALUE U.N.O 38 4.1 19 11 DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-13 SHEET REVISION INFO 4-4 0 (9 .&) CL U) INTERIOR litlq1104 LAVMON14 INTERIOR SET REVISION INFO SHEET DESCRIPTION FLOOR PLAN NOTES, SCHEDULES & DETAILS PROJECT NAME PARKLAND GOLF & CC AvlBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER 43 MODEL SHEET NUMBER SERIAL NUMBER 1010.0 N U) c L) 11 1 z F— c Cl- 0 0 DATE: Tuesday, January 14, 2014 4:23: LL_ 0 0 � z ZLn QLU ee Ln w nLu ce ice 0 LU J LL_ 0 1.11 LL CL i LU < LU >1--0 1-1--' I--- 0 LU © 0 z 3 I<-- c� 0 UJ J w 0 > 0 > LU F W a LU Q ca w 0 cXwz_ U Li") LU Cce Ln 7c—a-).. 0 w r Z z z LU 0 0 • Q - J _. o �F-o LL © 0 LU J U CC LIJ CZ Q © 0 © 0 N Q Ce • LU z CO . z 0 CC J J 0 F -- LL_ 0 111 0a CC C11_ LU F` Z m 0 LU 0 LU CC Q z CATED OR REPRESENTED BY THIS SCLOSED TO AN E USED BY OR D RANGEMENTS OR PLANS SHALL CTORS SHALL VE ENSIONS CONT 0o U Ln RECEDENCE OVE LU F- > - ca z- 0 (I) z 0 1� F --I 0 z 0 U cn z z 0 z 0 0 LL z0 z w 2� LU � w LU (9 UJ Lu ci. o U) ,mow z z F- Y) Lu © Z 0 Q w 1-1-/�1z J Q U 0 �n z 0 cn z w z w U Z CC LU F- 0 ce J J 0 F- 0 Ce LL - 0 I- > Z Q U_ 0 H 0 LU CC) F- LU U U - LL 0 PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER~ FINISH FLOOR A A7.10 PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER TWO—STORY I ENTRY N a a x a re a a rrX�r7XXX �zltr frt ttt�ti'>1.Y.0-; Yv� LOFT NSULATION SCHEDULE \ v r Jk^ ALW , ,_ V.Y Y L 1 11 DE :-1 YY XYAL YX YxXY kYXkY✓xY MASTER BATH t COFFERED --7 CEILING BUILDING SECT ON SCALE: 1/4'I=1'-0" FOYER J:; =] 1-17 r lil Ili �1 VERSAILLES ----COFFERED CEILING 11 `? 111F:T1-111 .... V")Il GREAT ROOM REFER TO SHEET AIN FOR - INSULATION SCHEDULE fxL'YO1DL X.XSSXYXY.XX tY r r Xr�z`zxz`k7 ikXX sX X X Xkx k' xk MASTER BEDROOM CLOSET COFFERED -CEILING KITCHEN CABINETRY & APPLIANCES ARE FOR IlL -- REFERENCE ONLY. GREAT RO0v III11J II u1 W.IeCa t I11Ir171g, 11 1JII.� 7= 1'1 i..i * 18 RISERS @ 7 5/8" 16 TREADS @ 10" 1 LANDING (*) ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. 42" HIGH WALL -- TOP OF LANDING BEAM FINISH FLOOR Y REFER TO A3.N FOR INSULATION SCHEDULE Y C STAIR SECTION A7.10 SCALE: 1/4"=1'-0" - RISER TREAD CARRIAGE --2 — THRUST BLOCK r• W J 10 THE BESI OF MY KNOWLEDGE, THE DESIGN DRAWING COMPLIES WITH THE APPLICABLE CODE IN EFFECT AS OF DATE OF CERTIFICATION JAN 152.014 A ON P. BARLEY, AR 94562 DEPIC'. LO ON THIS MINIMUM BUILDING ALLOW. AIA g oil Architecture 7= $ ,-, ...,.:.:::,.:,:,,„,„: 1 ,r„:„:„,,_„„ Company ■ PHILADELPHIA ® DALLAS • ■ ORLANDO a SEATTLE I FLORIDA DIVISION m (407)218-5800 a FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 1 ORLANDO I FL. 32819 DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-13 SHEET REVISION INFO ROOF REV. DK 1-10-14 SET REVISION INFO SHEET DESCRIPTION BUILDING & STAIR SECTIONS PROJECT NAME PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK TBI NUMBER 43 43 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER A7.10 SERIAL NUMBER 1010.0 DATE: Tuesday, January 14, 2014 - 4:22:44 pm LL O 0 Z Z Ln Ln z cn uJ 0 ®` z LU LT) w O :D c. c: cY O w LJ_ n LU0 a w > 1 -- LU C23 O QF- n LLJ > CC � w © w w O (f) F- LU Q LU CL w V CO w 0 CL CC LU >- >-- LU di 0LU F- J raf 0 LU © _J ce1-4Ce O Q 0 C::) (j) Q� z n W < Lu c z m < O 0LU LL MENSIONS AND CONDITIONS ON THE JOB AN 0 a_ 0 0 ce =mo F— n L LU noL.7 ORS SHALL VER 0 LU z n Ln r --I >- ce F— © < UJ F— z w U LU < w Ce LLI CC Lic Li) w <DO W w n LL CO - 0 w LLJ cn z 0 z0 NGEMENTS OR PLANS CEDENCE OVER SCALED Z LLJ < © Q.Pi LLI LU n 74-. i w LL Z U U w w Q OC Ln c Q w � U z z L7 1- - Luh © z LU LU LU c LlJ CO J � � J O O < V F— n LU w m z 0 cn in z 0 F- n z 0 V n z U) z 0 n z LU ONS FROM THE D .z LL. 0 w U- 0 z UJ F- D LU V LL 0 - 1" SPACING BETWEEN QUOINS, TYP. --1'-4" QUOINS HEIGHT, TYP., U.N.O. TO TOP OF LEDGE 1 ENTRY DETAIL SCALE: 1/4 "=11-0" C co TO TOP OF WINDOW GD N TO TOP OF ARCH ri F 23o SURROUND 5.2. ! SCALE: 1/2 "=1 0" os,3 LEDGE 5 1. . 5.2.10' SCALE: 1/2 SCALE: 1/2 "=1'-0" CD CD *SEE ELEVATION 702 5.2. 03 FASCIA MOLDING SCALE: 1/2 "=1'-0" 3LO" ---- 6" X 1" RAISED SMOOTH STUCCO BAND SCORED STUCCO 302 c,A5.2.1p LEFT HAND SE TO THE BEAT OF MB KNOWLEDGE, THE DESISN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AA OF DATE OF CERTIFICATION BELOW. JAN 15 nn1.4 ARON P. BARLEY, AIA AR 94562 ■ Cl) 0 W Z Q, x 0 c," ■ DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED ISION ■ (407)248-5800 • FAX (407)248-5x99 RI( DRIVE. SUITE 100 ■ ORLANDO ■ FL. 32819 SHEET DATE 8-5-13 1 HEET REVISION INFO ROOF REV, DK 1-10-14 SET REVISION INFO SHEET DESCRIPTION EXTERIOR ELEVATION DETAILS PROJECT NAME PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER 43 STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER A5.2.10 ERIAL NUMBER 1010.0 LL O z 0 'H^ rU) V rti c LLJ Q) L LLJ F-1 LLJ F- 0 F- r; LIJ LL -1 0 Ln F - Q LU Ln 0 CL D ci r z LL Z 0 r-® F— ce U 0 c U- 0z Ln ce Lir) Lu 0 F - La _J 0 F z CO 0 r-, LU 0 F - z U) z 0 H a z 0 U a z �=t U) z 0 U) z LU a _J J U- LLI J CO Ln 0z CL U) LLJ c LLl a z TO THE BEST OF MS KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING COD IA -CTT O ATK P G7 ICATION BELOW. ROOFING PER -- CONTRACT, TYP. O'HAGINS CLOAKED VENT TILE - NOA# 09-0316.04 -- ARON P. BARLEY, AIA AR 94562 TOP OF 2ND FLR. FINISH FLOOR - 6" X 1" RAISED STUCCO BANDING, TYP. REAR ELEVAT ON SCALE: 1/4"=1'-0 VERSAILLES ROOF SLOPE PLAN SCALE: 1/8"=1'-0" VERSAILLES >- z U a LU Ln 0J U Ln Ln F- a,> UJ z z z UJ U Ln S LLI CO J J U) Ln NGEMENTS OR PLA LU J J z U) U) 0 J F- 0 cn 0 z U) Z LLJ a ROOF VENT CALCULATION: ROOFING PER CONTRACT, TYP. DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-13 1/2" EXPANSION JOINT SEAL FLUSH W/ POLYURETHANE -- SEALANT AND PAINT. (TYP) SHEET REVISION INFO /1LTROOF REV. DK 1-1014 a SET REVISION INFO CEDENCE OVER SCAL LL 0L Lu c 0 a Lu Q ONS SHOWN BY TH TOP OF 2ND FLR. SHEET DESCRIPTION REAR & SIDE ELEVATIONS AND ROOF SLOPE PLAN PROJECT NAME LA LUa PARKLAND GOLF & CC AMBASSADOR DATE: Tuesday, January 14, 2014 - 4:22:24 pm 0 Ln z 0 BROWARD COUNTY LOT/BLOCK TBI NUMBER MODEL FINISH FLOOR 43 43 STONEHILL LLJ ELEVATION NAME VERSAILLES U LI -I ce LLJ zU LL � La LLJ J � J LL_ U- F-- ca RIGHT ELEVATION SCALE: 1/4 " - SHEET NUMBER VERSAILLES :ERIAL NUMBER 1010.0 E CL (-NJ CNJ Ca (N1 Cl)cn F- 0 U_ 0 0 (..r) Lo 0 Lu U) 0 ce LL ©Q LU 0 UJ LU—I > I 0 0 LU 0 L1-1 0 LUF- LU LU LU >-• LU F- LU 1-4 --- ›- CL. 0 LU CZ 0 U LU U) 11.1 0 0 F- L.L. 0 D THE PROPER RAWING ARE OW F— cri CATED OR REPRESENTE U) LU U)is Lu 0 0 F- LLJ LU 0 U) LU U)0 > 0 U- 2: 0 F- 0 0 U 0 U) F- 0 OB AND TOL LU F- 0 U) 0 F 0 0 L.) U) 0 LU BLE FOR ALL D U) 0 U) LU LL. 0 0 U)< ›0 - 0 LU U)0 U U) USED BY OR U) NGEMENTS OR PLA U) U) LU 0 U U) U- 0 CTORS SHALL VER NSIONS CONT CEDENCE OVER SCAL LU U) Li) (.9 ONS ON THESE D U) F F 0 LU 0 LU SIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. TIONS FROM THE >- 0 0 LU U- 1-4 F- 0 Lu ca Ln Lu U- 0 TOP OF RIDGE ROOFING PER CONTRACT, TYP. MEAN ROOF HEIGHT P TOP OF 2ND F 11-4" QUOINS HEIGHT, TYP., U.N.O. FINISH FLOOR 24" HIGH SMOOTH STUCCO WAINSCOT W/ 2"X2" DRIP EDGE, (TYP.) FRONT ELEVATION SCALE: 1/4=1-0 ROOFING PER CONTRACT, TYP, VERSAILLES OFF RIDGE ROOF VENT TYP. 1/2" CONTROL JOINT, SEAL FLUSH W/ POLYURETH ,NE SEALANT AND PAINT. TYP.) TOP OF 2ND FLR. FINISH FLOOR LEFT ELEVATION SCALE: 1/4'1=11-0" VERSAILLES -- 6" X 1" RAISED STUCCO BANDING, TYP. 101-0" TYP. NOTES: - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM. - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER, - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. DRAWING COMPLIES WITH THE APPLICABLE MINII&M BUILDING CODE IN EFFECT AS OF DATE OE CERTIFICATION BELOW. JAN '1 5 2014 ARON APR. BARLEY, AIA "VII" 94562 0 00 kr) 00 71- r- 00 c) C- O00 U C 2966 COMMERCE PARK DRIVE, SUITE DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-13 SHEET REVISION INFO ROOF REV. DK 1-10-14 SET REVISION INFO SHEET DESCRIPTION FRONT & SIDE ELEVATIONS PROJECT NAME PARECAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER 43 MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER ERIAL NUMBER 1010.0 E 'st n COI rn C3 CN1 ref cr) (31 <LU LU LL. CD < < - Ln U) LU CL a 0 :-F?; LJJ LU 0 Ln LI_I (n 0 CL D Ce. CL ›- oe_ 0 LJ0 ce 0 (_) 0 LL 0 (I) LU CL > 0 OB AND TOLL BROTHERS LU F- 0 U) 0 (1) a 0 U) LU CC 0 LU tn (f) 0 CL LU LU 0 ORS SHALL VER TIONS FROM Ti A7.10 c CD 3'-0" 9 9,-5" SITTING 31-0" 8'-0" 5'-0" KNEE 8`-2" "SPACE Tra 6 41-8" 17'-4" 4'-8" MASTER BEDRON 91-0" TO 91-8" COFFERED CLG. 12'-9" ASTER ( 9[!3-0111CLI-CJI.1;i 7.-7" // 7 381-0" 64'-0" 9,-0" 7'-3" 4" RAISED / :CURB ' ;11 2'-4" 21-0", / N1/41 ‘2. 21-4" Ln 06 12'-6" BEDROOM 3 91-0" CLG. 41-0" ;4- 5— R&SH 3'-8" ATTIC ACCESS n 9 -0 CLG. 06 ce *Co -oo 06 DR\& SH 51-10" b 3'-8" AHU \ 12 • r.1 • DR & SH TEMP. GLASS ENCLOSURE BEDROOM 2 91-0" CLG 13-6" 42" HIGH HALFWALL WITH WOOD CAP (TYP.) 81-0" 91-0" 6 71 121-8" LOFT 91-0" CLG. 9 6" 7? - 2'-8" „." 5'-10" /,, 21-6" ' 21-6" 3'-6" 2`-0" 6", 21-6" // 14 41-2" 7 LDRY A7,10 91-0" CLG, (-(2--) S1TDTA (4,1E 6 10 ,)?5' n v D 141-6" 2, 8,. Ln. 6.4„ 4' WASHER \ SPACE SECOND FLOOR PLA SCALE: 1/41-11-0" N V.T.R. CABINETS ABV. PROVIDE DRIP PAN UNDER WASHER B A7.10 7'-10" 641-0" VERSAIL ES 7 LLI 2'-0" SLOPE CLG, ARCH, REFER TO A5,2,10 FOR DETAIL BEDROOM 4 BATH 3 91-0" aG, 91-0" CLG, 16-0" CD 1-1 . 5'-2"‘ W,I,CLo STY 91-0" CLG. R & SH 25'-2" r°14 ;Cr 1? -4" -a? I \ 1 CO Tr) 11-4" 9H -E0 r4 CD 9 ADDITIONAL NOTS, DETAILS & SCHEDLLES CAN BE FOUND ON THE A3.N SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM 5011.0155 CODE IN ERRECT AS OF DATE OF CEPT1RICATRIA ES! OW AUG 262013 RON P. BARLEY, AIA AR 04562 C73 C-7-) RR; DRAWN BY E. ROHENA CHECKED BY ENIEVES SCALE AS NOTED SHEET DATE 8-5-13 SHEET REVISION IN FO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR PLAN PROJECT NAME PARKLA \D GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER 43 MODEL STONEH1L ELEVATION NAME VERSAILLES SHEET NUMBER A310 ER AL NUMBER 1010.0 Cf) 0 1.1-1 If) 7.) 0 LEI Q_ LU LU a a 2: LU > LU 0> LU LU 0 tn LU Ce LU 1.1_1 LU I LU r -r2 0_ 0 o 0 I Ce LU 0 Li - 0 Lu a-: F.- 0 0 0 LU F-. N FOR ANY PURPOSE F- cr 0 LU 00 1.1-1 F- a >-- cci a LU 0 LU Ce U-) F- › - c0 LU F- LU U) 0 - LU LU ,--4 LL 0 U) UJ 0 - LU 0 V 1^-1 0 DD a L11 (.1) uj CO Lu LU Lr) (f) _-1 < (.11 L11 0 LU U LU LU LU cx CL a), < LU < _J z.Jr LU a Ln < 1.1.1 f'''‘ •—• 0 0 (1) lE 0 LL. LU Co U) 0 0_ LU LU CIO a (.11 LJ1 0 CL 0 LUU) LU (f) LL.. 0 LU a.. If) F -- LU L1J (-9 LU CL a LU (,) LU CL 11-1 F- 0 Ei 11.1 a 111 (1) UI :r: F -- EN DIMENSIONS 0 1E2 C. Cti LU [- 0 Co _J 0 F- MENSIONS AND CONDITIONS SHOWN BY THE LU Ct) LU U0 CD ..^ 11, -OH BREAKFAST AREA 101-0" CLG. C -i 2X4 WALL AT 42" HIGH WITH RAISED COUNTER TOP AT 44" HIGH 43) COVERED LANAI 9'-4" CLG. CD 6'-8" -6N 66 10'-0" 38`-0" 62'-8" 121-8" COO<TOP GOURMET KITCHEN 10'-0" CLG. DBL. SINK W/ DISP DBL. OVEN • • DW TYP. DINING RCbOvi 9'-4" TO 101-0" COFFERED CG. 8" ROUND COLUMN --1 TYP. 61 9,-0" 51-0" 21-0" 2'- • --- 191-4" 3'-9" 3T- 21-2" 10"1.'-2" 4`-0" UP \.‘ 42" H. RAILING W/ BALUSTRADES SPACED TO REJECT A 4" SPHERE (TYP.) 12'-8" GREAT ROOM 9'-4" TO 10'-0" COFFERED CLG 3'-0" 31-8" 00001 51-0" 101-0" .N • F =I " TO 10'-0" -9 OYER 9_ 4 ci) -OFFERED CLG. 7, I 1 LY ITTh1 I -CD 60 -- ----- AHU ARCH"' 12'-4" (6) 4'-0" BEDROOM 5 10'-0" Cl..G, R & SH C UTILITY SINK NV . _ POWDER 101-0" CLG. AIR HANDLER HANGING FROM CLG. 22°-0" 12`-8" COVERED ENTRY 2V-0" CLG. FLAT SOFFIT REFER TO ELEVATIONS. TWO CAR GARAGE 10,-0" CLG. PROVIDE CENTRAL VACUUM SYSTEM R&SH 7'-0" 8'-0' H13 -- OUTDOOR SHOWER FIRST FLOOR PLAN SCALE: 1/4"=1-0 B \ A7.10 54'43" 62'-8" VERSA I LLES 12'-6" ZD Ci ADDITIONAL NOTES, DETAILS & SCF-17,DULES CAN BE FOUND ON TH A3 N SHEET. AREA CALCULATIONS: 1ST FLR A/C LIVING AREA: 2ND FLR A/C LIVING AREA: TOTAL A/C LIVING AREA: COVERED ENTRY: COVERED LANAI: GARAGE: TOTAL: VER, 1,270 SQ. FT, 1,721 SQ. F. 2,991 SQ. FT. 35 S( 223 S(.. FT, 619 SQ. FT. 3,868 SQ. FT. 4.114-41..0.1141...110h0141.1.M.MPRAMISMA TSP TO THE BEST OF MY KNOWLEDGE, 1HE DESIGN IK:PICFED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OE Cf- i,P.FICATION BELOW. AUG 2 6 2013 I A 'WIN' P. hARI HY, ATA AR ),11, 1-1-1 •‘.1.1 x 00 COo 0.0 00 CA, CO AT) c- 177 0 0 DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-:13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR PLAN PROJECT NAME ERCE PARK 14.4 U 00 00 (7,^, C PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER MODEL 43 STONEHILL ELEVATION NAME VERSAILLES ~MT SHEET NUMBER A210 ERIAL NUMBER 1010.1 0 L-.1 U) 0 LL 0 LU CL0 LU LU 0 LU 0 LU LU F -- CZ LU CZ LU LU F- 6 LU 0 CZ ›- Cl„ 0 LU 0 1„--1 (I) LU F0 0 0 Lu 0 0 -me 0 U) U) I-1 LLI CL. LU $c-2 LU I D0 CZ 1.1.1 LU 0 Li) LU U) 0 CL CZ CL cZ 0 F- TOLL BROTHERS CO LU F- 0 U) 0 1.=1; (-) U) 0 LU 0 _kJ CZ 0 9 CO 0 ILo) 0 U -I U -I SED BY OR DISCLOSED TO ANY LU CO _J 0 —I LU < U") OU) LU CZ ca.. (.2.7 27 0 Cr) 0 LU U-) LLI ›- o < LLI I-- U') LU (5) U)-4 LU CZ LU CLO LU CZ W.- < u j 00 LU] FT U U 0 LU LU LU (.9 0 LU FIL4 ed --m U LU CL U") LLI F 0 U LI .1 -7: 0 U 1-4 LU -J (f) 0 0 U U).4 2: LU U) 2: 00 U Ln CZ LU 0 LU LU LU LU IONS ON THESE D LU 0 Lu LU 0 cr La 0 I - LU >-- ca -z. 0 U) 0 C) () 0 1-4 U) 2'27. LU LLI >7: F-- 0 Crk U) 0 >-- 0 LIJ LJJ U) LU U- 0 PLUMBING NOTES 1 ALL CLEANOUTS UP TO GRADE. 2 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS OR VALLEYS. 3, ALL V.T.R.'s SHALL BE DIVERTED TO REAR OF ROOF 4, PLUMBER TO PROVIDE STAND PIPE FOR WASHING MACHINE, 12" VTR WASHER 2" V R TUB " VTR L.T. CO • '• LAV 2' SHOWER LAV HCo LAV tt 1[ 13 CO 11 CO 2" VTR LAV CO TLJ B W "A" 3" CO 11 PLUMBING RISE IIALE: FRONT WALL OF GARAGE• PROVIDE 1 1/211 D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS -------- END- / A 1 . N SECTION CO SCALE: 3/4" = 11-0" WC 11 OWER 3 VTR CO II W STUDOR VENT 411 CONC. SLAB W/ 6 MIL. VAPOR BARRIER O\/ER CLEAN, COMPACTED, TERMITE TREATED FILL \R. D. (END -7) I. CO --k„ DBL. SINK W/ DISP. DW 2" \/TR „..‘.. PED,, „ICO !!!!„.„„„!!!!„.A!p!;!!!•!,,!,!tio4M.1„,,,,!f.,.1,!!......!!!.0.!!:!:10!!!„!..,".!!"/„.,!!!„,"!!!!!1"1!..!,!*!,!le„..,,gt.!t!;!;!!!!!!!„,g,"!!!!•1,k,!!!!!!!!!!q!....i.s":"s!'.IY",",'!!!!!.,!,"!031.!•!!!'iN!I!!!!!!!!!!• ••- • .„,„. 4" TWO WAY CLEANOUT (.() TO SEWER LIJ LU U) GARAGE --RECESS IN SLAB NOTE: FILLED CELLS ARE AS PER PLAN PLAN VIEW DOOR SLAB RECESS _ • 1.0 111E, BEIM OF MY KNOWLEDI, THE DESIGN 1,1.1I1.11D MN :015 DRAWING COMPLIES WITH ME APPLICARE MIN:MUM OI/ILDING CODE IN EFFECT AS OE DATE OF CEIEFir ICAI ION BELOW, AUG 2 5 2013 /11 rN AR N . A1A AR 94562 • U r (2) z 1.00 S DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET [DATE 8-5-13 SHEET REVISION INFO SET REVISION INFO [ SHEET DESCRIPTION SLAB NOTES & SCHEDUL a-, r• PROJECT NAME PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY 43 43 LOT/BLOCK TBI NUMBER MODEL STONEHILL ELEVATION NAME ALL SHEET NUMBER ALN IAL NUMBER 1010.0 August 23, 2013 - 4:19:00 Cc) CD rJ (C) 17 L0 ;7:2 co --J 0_ _J 00 Li I-- 0 UJ Ce 0 LL 0 LLJ Cl. 0 —J LU LU 0 0 LU LLL ERE CREATED GHTED. THEY TSOEVER ViITHOU LU U)0 Cl_ a_ 0 F- eL 0 ty LU 0 raf •c.-( r.c.! 0 L u 1: 0_ 0 >-- ce CC) < -21 0 F-0 LJL. 0 VING ARE OWNED BY AND THE PROP 0 (I) F- > -- co LI.. <LU LLI < DC L.9 J LU LI -I CL 0 Ce w W Ce < 11-1 2: 0 Ci M —LiCX <DO LLJ 0 V) LU F- 0 Li co L▪ U F- 0 LC) 0 0 0 Li0 z: (f) 2: 0 LU 0 U- UJ CLI 0 CL 1_1-1 Ce LU In0 ORS SHALL VERI NGEMENTS OR EDENC U) V) 0 0 Li) F - Lu 'JS FROM THE > - U_ 0 0 LU LL 0 LU La LU Li U- CoLO C) ci CD 81-0" B A7.10 621-8" 71-0" 8'-0" HB+ - SLAB LAYOUT SCALE: 1/4"=1L0'l PROVIDE ELECTRICAL CHASE 4" PLUMBING WA L TYP. U.N. 121-10" FIELD VERIFY LOCATION PRIOR TO CC NC. POUR 8" PLUMB WALL Co 5'-0" Fi 6" PLUMBING-- _jil WALL -PROVIDE PRE -PLUMB FOR OUT DOOR SHOWER 15'-0" 621-8" VERSAILLES 54'-8" Co 4'-O" 28'-1* 22'-8" LU CL0 Ln 36"X36"X4"H CONC. PAD ON GRADE 12'-8" CD ri 48"X48"X4" CONC. PAD ON GRADE C▪ O Co C) CD eNs `t\ A A7,10, [ ADDITIONAL NOTES, DETAILS & SCHEDU_ES CAN BE 'OUND ON THE A1.N SHEET. !C, TN. R OF EFT KNON,,F ',CRC SNTN cIF T OCE CODE IN EFFECT AS OF CAFE OF CERTIFICATION En 0.5 AUG 2 6 2013 S AP,ON P. BALLLY, IA AR 915(32 C) Cot) C.) I--1 ▪ ciP---)i ,--1 i', ' F-' 71.-. H <r: ;:..,: C) 4,,c.e. 1.1.:1 , 1- W ,t. L.L.4r::„.<.<.....„:,,,, , .,:.(,,,,i,,I, :1......,......, , m 4,.......HLH....: e. r:::.,:: LID,H:LE:, 0 0....1 0 0 iNg C-) P -A MN 0 '..0 al 4.• r J FAD (-1 DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB LAYOUT PROJECT NAME PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER 4,3 LU MODEL STONEHILL ELEVATION NAME VERSAILLES SHEET NUMBER A1110 ERIN. NUMBER 101.0.0 < ° (4/1 LUCe 0 (f) LU 0 LU 0 H LU C.3 -2: 0 UJ < LU > It --- Lu DLU j 0 0 :E 0 I- 0 LIT 1.11 0 > 0 LU 0 — U1 LUHE < LUTh ceLU Lu) 0 cY. ce 0 ta.. I-6 LIJ 11.1 ..zt LIJ _J 0 n_ LL.1 0 2 EDI Lu < ne. 0 CL 0 0 Lf) W 1-4 -a...". a (fi i— ce < LU LLJ CL 0 >- CC - LU rn < Ti 0 b < LL 1.1J W 0 (-I (I) ce _J (,..) o (1) LU cO (21 0 LL.1 .> rn 0 1/.1 C.1) LU >- co 1.1.1 < UT= o (r) Ly. <CL u 27. 0 F > - t 1J LU U) LU CL LU ce 0 uJ 0 U) ;21' GEMENTS AND P Cr) 21. LLI LIJ DIMENSIONS CONT LU UJ LU -2: LU 0 UJ LUCLJ ce < M (..9 Ur) 111 0 (1) <1: (_9 TC :73 (1) LL. 0 LLI C) 1.1..1 LU 1/) LU >- rn S AND CONDITIONS SH 0 LU UJ 2: :r H- cx LL 0 in U) r- - a_ LU C) U) < LLJ (-9H 1-4 LU LLJ U) r— 0 :r < u j u En LL.1 0 L0O'i- C..) < H- 0 ce 1UST BE NOTIFIED OF AN %WM TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED LY REGISTERED -TERMITICIDES, INCLUDING SON APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECT1C)N LABELED EOR USE. A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (511 SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE.' FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." WOOD CONSTRUCTION 1, ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OP, SOIL SHALL BE PRESSURE -TREATED, 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I,E, BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA, SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.°. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TC) STEEL. ET IS 'THE cowRAC,TORS RE-3PONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND 10 SELECT APPROPRIATE CONNECTORS THAI RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. K T.D.., T • ROOFING ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT DIE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5,7 SQ, FT.. IN AREA. THE BOTTOM or THE OPENING SHALL NOT BE MORE THAN 41" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ALL WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVIE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL. PREVENTION DEVICE PER R616,2, THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE. BLDG. CODE W/ RESPECT TO MIN, EMERGENCY EGRESS REQUIREMENTS PER N,F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R4410. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE_ STEEL DOORS NOT LESS THAN 13/8 INCHES (35 mim) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES, PRESSURE - TREATED 2 X 8 STUDS MAY ME SECURED TO THE MASONRY WITH 1/4" DIAMETER X 3 1/2" 'TAPCON SCREWS 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD WITH (2) ROWS OF 10d NAILS AT 10" C/C, GYPSUM WALLBOARD PROVIDE 1/2" NC) SAG GYP, BOARD ON ALL CEILINGS, PROVIDE 5/8" TYPE "X" GYP, BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE. BACKER TO BE USED AT ALL SHOWER AND "TUB LOCATIONS, LIP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SI-iALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. NON-BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALE BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. SPACING W/ 1/2" MIN, GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 0/C WITH SINGLE TOP AND BOTTOM PLATE, GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MEG, SPECS, GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS, BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING ITT PROPER -TY, SAID NUMBERS SHALL BE A miNiNum OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND, STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL.. PLYWOOD PANELS, CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE, CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE EW 'THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS, ANCHORAGE METAL AND WIRE: LATH: 1, ALL. METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2, ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND RI - TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3, NIIITAL ANL) WIRE LA1H SHALL I-.3- Al TA Fill) TO VERTICAL WOOD SUPPORTS arm THE II(I,WEVALEINIT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO APENETRATION OF AT LEAST INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE AL I ACFIED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAil S 114" INCHES LONG HAVING A HEAD NOT LESS 'THAN -'43 INCH IN DIAMETER, MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. IA 111111 011VM. GENERAL NOTES ALL. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703,13 AND R616, SEE ROOF SLOPE PLAN FOR STANDARD CL----IER LOCATIONS (AS REQUIRED). ALL. NON-BEARING WOOD PARTITIONS IN WET AREAS SHALL BE PRESSURE TREATED, 'IT if If TO THE TEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON OHIO DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. AUG 26 7.013 it A \ON . BARLEY, AIA AR 94562 F-. t.1-) Li4 AC DRAWN BY CHEC<ED BY A. BARLEY SCALE 22 X 34 = SCALE AS NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO [ SHEET DESCRIPTION GENERAL NOTES PROJECT NAME ALL ALL LOT/BLOCK TE3I NUMBER MODEL ALL ELEVATION NAME AL SHEET NUMBER G 'ERIAL NUMBER 1010.0 January 14, 2014 - 4:20:39 pm CU F— W F-- 0 Q z N_ U) U LLJ F- „= -z 0 ce ce CL 0 0 Z H 0 Z Z UJ U) 0 0 LU 0_ 0 J LU > UJ 0 0 z 0 W J 0 W 0 Lu F- LU ce U W ce W >- W r-- 6 w NC. AND ARE CO Ui c w _-- F- 0 ce m 0 r-- 0 W 0_ 0 c a W F- >- DO - > - m 0 UJ 0 W ce z_ 0 CATED OR REPRES 0 z cn CEMENTS AND PLA Lu F - r- 0 F- UJ W 0 U) Q W U) 0 a ce >z ce 0 LL 0 0 0 1 U- z 0 U) ce W >a z 0 F— UJ U) 0 J U) 0 0 fn 0 LU in __J J U) in EMENTS OR P (r) - (LI LL, 0 0 cn LL - 0 W ECIFIED PROJECT. N Q UJ 0 6--i J J 0 V W Z 0 V OB AND TOLL BROTHERS W F - z 0 U) z 0 F- 0 z 0 z U) z 0 LU LE FOR ALL D U) z 0 CL LU UJ 0 z ORS SHALL VER ONS CONTRA CEDENCE OVER SCAL 0 UJ cn UJ F-- 0 U) 0 UJ 0 LU c V ori ce W F- 0 ce DO J J 0 F- ONS AND CONDITIONS SHOWN BY THESE DRAWINGS. U) z UJ TIONS FROM THE D >- z u_ 0 0 LT.H u_ F- 0 z LU fn F- U) LU U �-r LL LL - 0 LIST OF DRAWINGS Cl Cover Sheet GENERAL NOTES GN1 General Notes SLAB LAYOUT A1.10 Slab Layout for Versailles A1.N Slab Notes & Schedules FLOOR PLANS A2.10 First Floor Plan for Versailles A3.10 Second Floor Plan for Versailles A3.N Floor Plan Notes, Schedules & Details EXTERIOR ELEVATIONS A5.10 Front & Side Elevations for Versailles A5.1.10 Rear & Side Elevations and Roof Slope Plan for Versailles A5.2.10 Exterior Elevation Details for Versailles BUILDING SECTIONS A7.10 Building & Stair Sections for Versailles STANDARD NOTES & DETAILS D3 Standard Notes & Details D7 Standard Notes & Details D8 Standard Notes & Details TH GRAPHICS PARTIAL SECTION DETAIL NUMBER __DRAWING NUMBER BUILDING SECTION __DETAIL NUMBER DRAWING NUMBER 1%� CEILING HEIGHT CHANGE _CENTER LINE __ELEVATION MARKER SLAB RECESS EHIL FRAME BEARING WALL INTERIOR WALL (NON-BEARING) CMU MASONRY WALL GABLE END WALL FRAMED KNEEWALL DROPPED SOFFIT INTERIOR ELEVATION ._DETAIL NUMBER _DRAWING NUMBER DETAIL CALL -OUT DETAIL NUMBER DRAWING NUMBER I_�,I_ I_ D.__. F7777771 f7_,, cX>Xx'�x�x��vrkzYk: SPANISH TILE SHAKE SIDING SIDING BRICK STUCCO FINISH EARTH INSULATION DECORATIVE STONE PRE -CAST LINTEL / HEADER Jurisdiction: City o Parkland, Florida Project Address: Lot 43 Architect / Engineer: Toll Architecture Number of Bedrooms/ Bathrooms: 5/3 Fu1IL1 Half Total Sq. Ft. Under Roof: 3868 SQ,FT. Length of Privacy or Wing Walls: Number of Stories: 2 Balcony Railing: N Screen Footing: N Shutters: N Mean Roof Height 24'-3 1/2” Overhang: 1 -4 N/A Project Name: Parkland - Ambassador Roof Pitch: 5/12 4/12 DESIGN CRITERIA TWO STORY - FIRST FLOOR MASONRY SECOND FLOOR FRAME DESIGN BASED Of\ 2010 RESIDENTIAL F.B.C. F.B.C. RESIDENTIAL 2010 F.B.C. MECHANICAL 2010 F.B.C. PLUMBING 2010 F.B.C. ENERGY CONSERVATION 2010 F.B.C. FUEL GAS 2010 F.B.C. ACCESSIBILITY 2010 N.E.C. ELECTRICAL 2008 N.F,P.A. 101 2012 ASCE 7-10: MINIMUM DESIGN LOADS FEMA RULES & REGULATIONS SINGLE FAMILY RESIDENCE - GROUP R3 BUILDING TYPE: V - B RISK CATEGORY: II WIND DESIGN BASED ON ASCE 7-10 ULTIMATE DESIGN WIND SPEED = 170 MPH NOMINAL DESIGN WIND SPEED 132 MPH EXPOSURE - C ENCLOSED BUILDING INTERNAL PRESSURE COEF. +.18/-.18 FOR WINDOWS & DOORS SEE FLOOR PLAN FOR ACTUAL PRESSURES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID ABBREVIATIONS NUMBER & AND EQUAL @ AT A/C AIR CONDITIONING ABV. ABOVE ADJ. ADJUSTABLE A.F. ABOVE FLOOR A.F.F. ABOVE FINISHED FLOOR AHU AIR HANDLE UNIT ALT. ALTERNATE ALUM. ALUMINUM B.B.Q. BARBECUE BD. BOARD B.F.F. BELOW FINISH -f FLOOR BOTT. BO I (OM BR. BRICK BKFST. BREAKFAST CALC. C.J. CL CLG CMU COL. COMP. CONC. CONT. CALCULATIONS CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMPRESSOR CONCRETE CONTINUOUS DB. DOOR BELL DBL. DOUBLE DR.& SH. DOUBLE ROD AND SHELF DECO. DECORATIVE DET, DIA, DIM. DN DR, DS. D.S.S. DW DWG. E E.E. E.W. EL. ELEC. ENCL. ENG. EQUIP EXT. DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DENSE SELECT STRUCTURAL DISHWASHER DRAWING EGRESS EACH END EACH WAY ELEVATION ELECTRICAL ENCLOSURE ENGINEERED EQUIPMENT EXTERIOR FIN. FLR. FINISH FLOOR FLR. FLOOR FND, FOUNDATION F.P. FIREPLACE FRT. FRONT FT. FEET FTG. FOOTING F.O.M. FACE OF MASONRY GAL G.A. GD GFI GL G.W.B. H GALLON GAUGE GARAGE DOOR GROUND FAULT INTERRUPTER GLASS GYPSUM WALL BOARD HIGH HB HOSE BIBB HD. /HDR. HEADER HGT. / HT. HEIGHT HORIZ. HORIZONTAL INSUL INSULATION INT. INTERIOR I.L.O. IN LIEU OF KS L LAV LDRY LIN LT M,B, MAX M.C. MFR. MIL. MIN. MIRR. MLDG. M.P.H. MT N.T.S. O.A. O.C. O,H. OPT. OPNG, OSB PED. POLY P.S.F. KNEE SPACE LONG LAVATORY LAUNDRY LINEN LAUNDRY TUB MASTER BATH MAXIMUM MEDICINE CABINET MANUFACTURER MILLIMETER MINIMUM MIRROR MOLDING MILES PER HOUR METAL THRESHOLD NOT TO SCALE OVERALL ON CENTER OVERHEAD OPTION(AL) OPENING ORIENTED STRAND BOARD PEDISTAL SINK POLYVINYL POUNDS PER SQUARE FOOT HOUSE ELEVATION ABBREVIATIONS ABBREVIATION MAN. WIL, PRO. CHA. VER. CLA, MED. TRA. COU. HER, CMN. MSN. CET. SCL. BOR. BRO. REN. VIE. TUS. CLS. ITV. FULL NAME MANOR WILLIAMSBURG PROVINCIAL CHATEAU VERSAILLES CLASSIC MEDITERRANEAN TRADITIONAL COUNTRY MANOR HERITAGE CIMMARON MISSION CRAFTSMAN ELEVATION CODE 03 07 08 09 10 18 19 20 21 22 28 30 31 SPANISH COLONIAL 32 BORDEAUX 33 BROUGHAM RENAISSANCE VIENNA TUSCAN CALAIS ITALIAN VILLA 39 40 41 44 46 58 PSL P.R. P.T. PT. LD. PWD. PLW. RA RAD. REF. REINF. RM. R.O. RQD. R & SH R.W.C. POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POWDER ROOM PRESSURE TREATED POINT LOAD POWDER PLYWOOD RISER RETURN AIR RADIUS REFRIGERATOR REINFORCING ROOM ROUGH OPENING REQUIRED ROD & SHELF RAIN WATER CHANNEL SF/SQ,FT. SQUARE FEET SGL SINGLE SHT. SHEET SH. SHELF SHWR. SHOWER SL. SLIDER SPECS SPECIFICATIONS S.P.F. SPRUCE PINE FIR SPRG. PT. SPRING POINT STD. STANDARD STL. STEEL STOR. STORAGE T T&G TEMP. THK. T.O. T.0.B.B. TR. IRAN. TYP. UC U.N.O. V.B. VERT V.T.R. W W/ W.C. WD. WDW. W.I.C. WP GFI W.W.M. W.W.F. TOP TONGUE & GROOVE TEMPERED THICK TOP OF TOP OF BOND BEAM TREAD TRANSOM TYPICAL UNDER COUNTER UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL VENT THROUGH ROOF WIDE WITH WATER CLOSET WOOD WINDOW WALK-IN CLOSET WATERPROOF GFI WELDED WIRE MESH WELDED WIRE FABRIC 10 I:TF Al 111 OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAW INC COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. JAN 1 5 Z014 RON P. BARLEY, ATA AR 94562 t .. 1tJ21teCtUreL 117 A Toll rothers,'Inc Company PHILADELPHIA in DALLAS m ORLANDO a SEATTLE a FLORIDA DIVISION r (407)248-5800 ■ FAN (407)248.5899 2966 COMMERCE PARK DRIVE. SUITE 100 M ORLANDO 111 FL. 32819 DRAWN BY E. ROHENA CHECKED BY E.NIEVES SCALE AS NOTED SHEET DATE 8-5-13 SHEET REVISION INFO /000F REV. DK 1-10-14 SET REVISION INFO SHEET DESCRIPTION COVER SHEET PROJECT NAME PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 43 TBI NUMBER 43 MODEL STONEHILL ELEVATION NAME ALL SHEET NUMBER Cl ERIAL NUMBER 1010.0 r CITY OFPARKLAND BUILDING DEPART��ENT954'7S3-�447 ���—�-----�----�------------r—'-- ------ Date Received: O/27/I3 Permit Number: BLDGl3U9-OlGZ Lot: 43 Block: D Subdivision; PARKLAND GOLF COUNTRY CLUB Job �dd/e���l0l7OLA�WE|LLAST Work Description: 43/D PCA.CC �� ---1 Contractor: TOLL BROSINC / Phone: 9549051350 DEPARTMENT Date Denied ZONING Date Approved Initials PLUMBING MECHANICAL