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(,,b.= h 13.50 ... � ,?:,:,:.,Fay' _ 7777. ,...- •. ..- ;:, ':- _ „ nfl .;/,,14:15 0 U “.0° ._ 12.00 x 15.50 12.30 x 14.75 [FT._1.4.201 13.75 x 7.2. 00 1 3.70 x IFF_14,50] FF15.25 LEGEND RIGHT---OF--WAY AND BOUNDARY LINES CENTER UNE -= = PROPOSED EDGE OF wA TT_R EASEMENT LINE LOT LINE T.O.B. TOP OF BANK �c12•°° PROPOSED LOT GRADE xLS�� PROPOSED ROADWAY SPOT GRADE IFF1z_ 1 PROPOSED FINISHED FLOOR ELEV, PROPOSED FLOW ARROW 1.5% PROPOSED FLOW PERCENTAGE 11 EARTHWORK FILL NOTES: 1) ROADWAY LIMITS TO BE FILLED TO 10 INCHES BELOW CENTERLINE 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 MATCH INTO ADJACENT GRADES AND HAVE POSITIVE DRAINAGE FLOW.. 4) SEE PLAN SHEETS FOR YARD DRAINAGE BASIN INFORMATION. NOTEz SEE PARKLAND COU FOR * lR`ITIONAI H AL C IY CLUB PLAT INFORMATION. !L Q o (r) s 0I cc GEE & JEN3ON A Division of ;.'H2M HILL EB 0000072 AA 001992 11575 Heron Bay f'fvd, -- Suite 106 Corel Springs, FIa. rids 33076 PH (954) 752-4960 F ',X (954) 752-6730 WWW,0H2M COM JOB NUMBER CAD FILE P17.. SHEET NUMBER 175485 C10Ig._._`YC,D C10 14 SHEET 12 OF PLANTING BED EDGE / �—r�/� � �/�� / NOT TO SCALE REMAINING SHRUBS ARE FILLED IN BEHIND THE FRONT SHRUB LINE. BEST' FACE' OF PLANf TO BE TOWARD THE FR0NT EDGE 0F JFIE PLANTING BED 3''MULCH 12' WIDTH ALONG BED EDGE AS DEAD Z0NE MAINTAINED. CENTERL|NETOBE4^BEL0VV FINISH GRADE 0F SOD SOD || | // / / - | / EXISTING SOIL SU�N��UT /�� & GROUNDCOVER �—r��/ N{)TT(]SCALE (14 III!' IIIj‘ .40:0111,1. Ito 1111.1:46;1:1141 ddi 14, �^ �� - ~ (1' ��^� n m�' °= (7" 8y • LAY0UT OF SHRUBS AT THE PLANTING EDGE IS DONE FIRST TO ESTABLISH A CONTINUOUS LINE. BEST FACE OF SHRUB TO FACE FRONT 0F PLANTING BED. SOD USE ROLLER TO SMO0TH SURFACE. MULCH RING NO TREE 10 BE PLANTED CL0SER THAN 4' TO BED EDGE PLANTING BED EDGE CUT CLEAN AND STRAIGHT AS DIRECTED BY OWNER. - MA|NTA|N12^OEADZONEAT BED EDGE. SEE PLANTING BED EDGE DETAIL. NOTE TOP OF ROOT BALL SHALL BE AT LEAST 2" ABOVE THE FIN!SHED GRADE AND COVERED WIfH A 3" LAYER OF MULCH ANY PRUNING SHALL BE DONE AT THE DIRECTION OF THE OWNER, IJSE 1/2" DIAMETER REINFORCED RUBBER HOSE TIED WITH ';2STRAND GV,LVAW{ZEOWIRE, 3(W1|NjEVENLY SPACED GUYS PER TREE: FOR TREES 10' AND OVER ADD ONE TLJRNBUCKLE TO BACH WIRE 10 MAINTAIN SUPPORT RFD AND WHITE STRIPED FLAGGING RI[3BON BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE P11 fO EIOLD IRRIGATION WATER 2''»4'x24''STAKE (PRESSURE TREATED) ROOT BALLS GEATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL 10 PREVENT SETTLING ROOT I3ALLS SMALLER THAN 2' DIAMETER MAY SIT ON CCMP'\CTED EARTH DIAMETER OF HOLE FOR BALL 10 2' SHALL BE TWICE THE DIAMETER OFTHE ROUTBALL DIAMETER GB THE HOLE FOR ROOTBALLS 2 & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF TI -IE BALL FILL MATERIAL SHALL CONSIST OF NATIVE SOIL FROM THE HOLE DUG FORTHE PLANT. —`\ IRREGULAR & MULTI—STEM 7REE PLANTING \ / NOT TO SCALE FINISHED GRADE — TYPICAL PALM PLANTING / rx�_m/ / �—r�/� / //�� -- TRIM GNLY THOSE FRONDS WH(CH HANG BELOW LEVEL OF TREE HEART MINIMUM OF NINE (9) 000D PALM FRONDS. NOTE: CABBAGE PALMS 10 BE INSTALLED HURRICANE CUT UNLESS OTHERWISE SPECIFIED. TRUNK DPAMETER SHALL BE CONSISTENT WITHOUT ABRUPT CHANGES LOOSE SHEATHES, HOLES, OR CAVITIES SECURE BATTENS W/2'3/4''HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION 10 THE HEIGHT OF TI -IE PAL.M FOR ADEQUATE BRACING 5 (2 x 4 x 16") WOOD BATTENS 5 LAYERS OF BURLAP 10 WRAP TRUNK. STEEL BANDS (3/4''.H.C.Sj K8|N|MUK83(2x4)VV0OD8RACES BU|LD4-6''CONT|NUOUSSAUCERAROUND THE TREE P11 10 HOLD WATER - (2X4X24") STAKE PAD (TYP.) FILL AROUND RGOTBALL WITH BACKFILL, FLOOD, & COMPACT FILL: REFLOOD/JET & COMPACT FILL 1 DAY AFTER INSTALLATION IN ORDER 10 INSURE ELIMINATION OF AIRPOCKETS SPREAD OF PLANT THOROUGHLY WORK SOU TO AM|N|N1U&1DEPTHOF8'' FOR GROUND COVERS, VINES, ANNUALS, AND PERENNIALS PLANTING BEDS SEE SPECIFICATIONS FOR BACKFILL/PLANTING SOIL MIXTURES 3^MULCH DEPTH. "TYPICAL TRIANGULAR SPACING DFPLANTS TOINSURE FULL COVERAGE BY GROUNDCOVER ��/�U�F��~��/�^��HT�|�/� ��ox��/�� —;�� _�� CUTTING / — '-- --- _/ NOT T]SCALE MULCH m|NG IN SOD DETAIL \ // NOT T[)SCALE LARGE SHRUB PLANTING �'r�/��_ NOT TO SCALE SOD m CUT A RING INTO A 'PERFECT' CIRCLE'. • EDGE TO BE WELL-FGRMED AND WITH CRISP, VERTICALLY STRAIGHT CUTS. • TREES LESS THAN 3" IN CALIPER; ADD 3''|N RAD|USOFK8ULCHR|NCPER1''OFTRUNK CALIPER • FOR ANY TREE GREATER THAN 3" CALIPER • PRGVIDE RING ARGUND ANY TREE PLANTED IN SOD, • RING SHALL BE MIN. 2' IN DIAMETER FGR THE TREE P11 10 HOLD IRRIGATION WATER 3" DEEP MULCH NOTE TGP OF RGOT BALL SHALL BE AT LEAST 1/2' ABOVE THE F(N(SHED GRADE. PRUNE SHRUBS AT GWNER'S DIRECTION ONLYPRUNE ALL SHRUBS TO ACHIEVE AUNIFORM MASS. REMOVE ANY CONTAINER OTHER THAN BURLAP THAT MAY BE AROUND ROOTS. 3''MULCH BUILD 4-6' CGNTINUOUS SAUCER AROUND THE TREE P11 TG HOLD IRRIGATIGN WATER ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOLJND OF UNDISTURBED SGIL 10 PREVENT SETTLING. ROOTBALLS LESS THAN 2' MAY SIT ON CGMPACTED SOIL DIAMETER GF HOLE FOR BALLS 2' & GREATER SHALL BE 2 LARGLR THAN DIAMETER GB BALL. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE THE BALL DIAMETER FILL MATERIAL TG CGNSIST GB NATIVE SGIL FRGM HOLE DUG FGR PLANT NOTE: 1 NG NAILS SHALL BE DRIVEN INTG TREE. AND TRUNK SHALL BE FREE GB ANY MAJGR SCARS. 2 TOP GF RGGT HALL SHALL BE AT LEASI 2' ABG\/E THE FINAL GRADE ANY PRUNING SHALL BE CGMPLETED AT — THE DIRECTION GF THE GWNER. REMOVE CHGRDS FRGM THE TGP 1/3 GB THE ROGIBALL AND FRGM AROUND BASE GF TRUNK. TGP GF RGOT BALL SHALL BE AT LEAST 2" ABOVE THE FINISHED GRADE K8|N|MUM3" MULCIH (SEE WRITTEN SPEC|F|CAJ0NS) KEEP 8^(M|N)FROM BASE GF TRUNK. DIAMETER GF THE HGLE SHALL BE TWICE THE BALL DIAMETER FDRROOTBALLS 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. RGOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT GN MGUND OF UNDISTURBED SOIL TO PREVENT SETTLING BALLS SMALLER THAN 2' IN DIAMETER MAY SIT GN COMPACTED EARTH \ TREE PLANTING /�" �"��| U��0\ /�� ^r�c_// �—/� ` / �_r�/�� \ —^� � \ / NOT TO SCALE NGTE: ALL SHADE TREES SHALL HAVE ILGRIDA#1 GR BETTER TRUNK STRUCTURE AND BRANCH ARRANGEMENT TREE CALIPER SHALL BE MEASURED AT 6" ABOVE GRADE FGR UP 10 4" CALIPER AND 12" ABGVE GRADE FGR OVER 4^CALIPER BUILD 4-6" CGNTINUGUS SAUCER AROUND THE TREE P11 TG HGLD THE WATER. 2x4x24''STAKE PRESSURE TREATED - FINISHED GRADE FILL MATERIAL SHALL CGNSIST OF NATIVE SOIL FROM HOLE DUG FGR PLANT '13'0 exaca�^ ' �sep 000T'' 00 ;*u & Da somo pIp[3. E3/-QiER DETAIL ^ 0 rm1:± IN5x^uE1/ v1T* 0e30 THAN .0 i0pr 0020`,301-1m/ pc,: H01 -E-0 1-10,1u ca `30010 /m7/02 x 9.E«TT-u r�,x 02 sem//ce re '/ThI/a^c/uR sT'000 1'.51010 A 2001 o0Z�e�. /0e o^mr/�m 00000 e 10" ROOT BARRIER DETAIL & NOTE / NOT TO SCALE ‘` Tryli 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 &/O[ service, hydrants, and lift stations. If a 10' separation cannot he achieved,the tree can he installed with a root barrier system. Refer to the "Root Barrier" detail for installation requirements. LOCATION GF TYPICAL ROOT BARRIER UTILITY LINE -- ROOT BARRIER TO BE PROVIDED BY DEEP ROOT, SPECIFIED AS PANEL TYPE — UB56-2 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 � / / �U��FlF)�T�|| ��/��»�� GROUND COVER ��''�� NOT TO SCALE --- oL�ttiT �HAl COTF3A1..L |5 LEr`/iL • N. 3" HE-3ALI:L.101 [030,4 01:?„ �FH2OV[F.) E.OUPL LA 1'|N. DEnTH OF ,24" PLANT 1 5011 F02 C2OLN.i) COVER e,ED SEE: SPECIHCAT|0W5 FOr? �LANT INC 30Hi --� EX'STIN0L E:KCAYA{� SH2b13 iN ��0b,N,DC0`,&R. BEDS TO 34" 0[L)YH ND �AaF��L �|TE-1 PLANT NC, S0L E SPEC|HCAT ION5 PiAdT NC SOH_ M11 09/25/13 ISSUED FOR PERMIT STUDIOSurban design ki I day Urban Planning & Design Landscape Architecture Communication Graphics The Offices at City Place North 477 S. Rosemary Ave., Suite 225 West Paim Beach,FL 33401 P 561-356-1100 F 501'306'1111 vvvvVV.VdkstUdiOS.COrn LCCOV003b Copyright All ideas, designs, arrangements, and plans represented by this drawing are owned hy and the property of the designcr, and were created for the exclusive use of the specified project. Theso ideas, designs, arrarigements 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: January 30, 2013 10-049.001 TLD TLD WT Submittal Dates : Comments 09�5-13 Issued for Permit PLANTING N T 59, BLOCK D q�U|��[l-�� `''`"'^-'^~^ '` (AMBASSADOR COLLECTION) E/,T|ON\ LP of2 2 LANDSCAPE SPECIFICATIONS Section 02950 Trees, Shrubs and Ground Cover PAR r1GENERAL 1.01 WORK INCLUDED A Extent of planting work is shown on drawings and in schedules B Subgrade Elevations Excavatr'n, filling and grating required to r stab .sh elevations 4" lower than elevations and contours shown on drawings are not specified in 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 B Sellae 0,dality Co . of General Ship landscape materials with certificates of 'inspection required by governing authorities Comply with regulations applicable to landscape materials 2 Do not make substitutions If specified landscape material is not obtainable. 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 analysis For other materials, provide analysis by recognized laboratory made in accordance with methods established b ytne Association of Oficial Agricultural Chemistsmist s wherever applicable e 4 Trees, Palms and Shrubs Provide trees palms and shrubs grown in a recognized nursery 01 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 di,sfg... omen: Pi-cai de Nees r,^ ms and sr-_i'rs for grade needed rried a der Grades and Standards for Nursery Plants State Plant Board of Florida, unless otherwise noted palms shrubsot and s ��If'c:d frees cirri s a Sizers Provide flees and shrubs of sizes shown or �p�u. p larger size may be used if acceptable to Landscape Architect and if sizes of roots or balls are increased proportionately C Inspection Landscape Architect reserves right to inspect trees, palms and shrubs either at place of growth or at site before planting for compliance 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 sod 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 C Planting Schedule' Submit planting schedule showing schedule dates for each type of planting in each area of site D Maintenance Instructions Submit typewritten procedures for maintenance of landscape 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 he placed within 24 hours after stripp,ng Protect sod against dr) „g and 12ear. ng of rc ed 5:- ps C 1 rees, palms and shrubs Provide freshly dug trees, palms and shrubs Do not prune prior to delivery Do not bend or bind -tib 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 moist E Do not remove container grown stock from containers until planting time F Label at least one tree. one palm and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name 1.05 JOB CONDITIONS A Prcoeed `,r'th a"d complete landscape we'k aS 'an'dly as portions of site become available B Utilities Determine location of underground utilities and perform work in a manner wnich 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 planting schedule 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 maintenance periods to provide maintenance from date of substantial completion Once accepted, revise dates only as approved in writing after documentation of reasons for delay E Coordination with Lawns Plant trees palms and shrubs after final grades are established and prior to planting of lawns unless otherwise acceptable to Landscape Architect If planting of trees palms and snraos occurs after awn ',work protect 'a: ,i areas and p ompr y repa,r damage .awns res., ting from planting operations 1.06 SPECIAL PROJECT WARRANTY A Warrant lawns through specified maintenance period and until final acceptance The required period is for one furl year following Installation of lawn areas B Warrant trees for a period of one year after date of substantial coil pletion 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 Ren love and replace trees shrubs or other plants found to be dead or in unhealthy condition during warranty period Make replacements during growth season following end of warranty period Reu'a'.e trees a",d SbrulhS 'A'''n C'`l rix n dC.Ih•f II condition at eed of iwaidsanty period '_^less 'n 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 be 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 dire to failure to comply with specified requirements PART 2 PRODUCTS 2.01 TOPSOIL A If topsoil is not available on site it must be furnished as specified Throughout all parts of site where finish grades and contour lines differ from existing contour lines bong to finch grade contours shown or) Grading P'an B Topsoil shall be friable fertile soil with representative characteristics of area soils It should be free of heavy clay, silt stone, extraneous lime plant roots and other foreign matter greater than 1 1/2'' in diameter It shall not contain noxious plant growth (such as bermuda or nut grass) It shall test in neutral Ph range of 5 0 to 6,75 and contain no toxic substance that can be 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 quantitive analysis COMPONENTS Organic Matter Silt Sand Clay VOLUME MEASURE 3-5°0 10-30°'x, 25 - 75°1 5 250 002 PARTICLE SIZE 0 05 to 0 002 MM 02 to 005 MM r41,1 and beio';; 2.02 SOIL AMENDMENTS If necessary to bang soil into above specified limits A Lime Natural limestone (Dolomite) containing not less than 85`:° of total carbonates, ground so that not less than 90°o passes a 10 -mesh sieve and not less than 50°% passes a 100 -mesh sieve B Peat Humus or Peat Moss Texture. moisture and pH range suitable for rnten ded C Humus Soil Conditioner Consisting of yard trimmings and biosolids co -compost D Commercial Fertilizer Complete fertilizer of neutral character with 40°0 - 50%% of the total nitrogen in a water insoluble form It shall be uniform in composition, dry and free flowing, 1 For Lees pains and shrubs provide fertilizer with not less than 6`:'o available phosphoric acid 6- nitrogen and 5 ° soOo'ie pctasn 2 For lawns, provide fertilizer with not less than 6°1 phosphoric acid and 6/7 potassium. and percentage of nitrogen required to provide not less than 1 'b of actual nitrogen per 1000 square feet of lawn area Provide nitrogen in a form that will be available to !awn during initial period of growth 2.03 PLANT MATERIAL A Plant list is part of this specification section B Quality' Trees, palms, shrubs and other plants shall conform to the standards for Florida No 1 or better as given in the latest edition of Grades and Standards for Nursery Plants, State Plant Board of Florida C Deciduous Trees Provide trees of height and caliper Isted or shown and with branching coli' qurat C0 IC'r No 1 graded trees n G' -aides a' I Standard for N,. -ser y Pants for :} [-e a"d soec es required Provide single stem trees except where special forms are shown or listed Ball condition variable U Coniferous and Broadleafed Evergreens Provide evergreens of size shown or listed Dimensions indicate minimum height and spread Provide specified quality evergreens with well-balanced form complying w th requirements for other size relationships to the primary dimension shown. 2.04 GRASS MATERIALS A Grass Seed Prov de fresh, clean, new -crop seed complying with established tolerance for purity and germination Provide seed of grass species proportions and minimum percentages of purity germination and maximum percentage of weed seed. as specified Attach a schedule of req u l reale nts B Sod Provide strongly rooted sod free of weeds and undesirable native grasses capable of growth and de,e',opmer,:'uunen p•an,ed 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A Ground Cover Provide plants established and well -rooted in removable containers or internal peat pots and with not less than minimum number and length of runners specified B Anti -Erosion Mulch Provide clean dry mulching hay or straw of coastal bermuda pangola or bahia 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 -strand, twisted pliable galvanized iron wrre not lighter than 12 ga with zinc -coated turnbuckles Provide not less than 1/2" hose, cut to required lengths to protect tree trunks from damage by wires PART 3 EXECUHON 3.01 LAYOUT A Layout individual trees and shrub locations and areas for multiple plantings Stake locations and outline areas and secure Landscape Archrtect's acceptance before start of planting work Make adjustments as maybe. required 3.02 PREPARATION OF PLANTING SOIL A Before mixing, clean topsoil of roots. plants sods, stones clay lumps, and other extraneous materials harmful or toxic to plant growth B Mix specified Soil amendments and fertilizers with topsoil at rates specified Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days C For planting hods mux panting sod either prior to planting or apply on surface of topsoil and mix thoroughly before planting 1 Mix lime with dry soil prior to mixing of fertilizer 2 Prevent lime from contacting roots of acid -loving plants D Remove all sheilrock encountered and backfill with clean sand or sand/soil mix 3.03 PREPARATION FOR PLANTING AREAS (10 Include Lawn 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 al new sod areas shrub areas and tree areas These areas shall be as large as 3 times the diameter of the bods 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 1'r: uniformly disked tilled or aerif ed Into the existing soil to a depth of 6 to 8 inches with the following exception no rototilling shall occur closer to the trunks of established plants than one half the distance to the dripline of the existing plant canopy Al plants. including hedges and ground cover shall be planted in Individually dug holes 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 rootballs 3.04 PREPARATION FOR PLANTING LAWNS A. Preparation of Unchanged Grades Where lawns are to be planted in areas that have not been altered or disturbed by excavating, grading or stripping operations prepare soil for lawn planting as follows Till to a depth of not less 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 such material outside of Owner's property, do not turn over into soil being prepared for lawns B Elsewhere Loosen suhgrade of 'awn areas to a minimum depth of 4" Remove stories over 1 1/2" In any dimension and sticks roots rubbish and other extraneous matter Limit preparation to areas oh,c,n ,vel oe planted plompt,y after pfepaa,do 1 Spread p'anttng soil mixture to minimum depth required to meet Imes grades and elevations shown, after light rolling and natural settlement 2. Place approximately 1/2 of total amount of planting soil required Work Into top of loosened subgrade to create a transition layer and thein place remainder of planting soil 3 Allow for rod thickness in areas to be sod, li d O Grade lawn ureas to smooth, even surface with loose uniformly fine texture Roll and rake and remove ridges and fill depressions, as required to meet which can be planted Immediately after grading D Moisten prepared !awn areas before planting if soil is dry Water thoroughly and allow surface r. to dry nefore. 0 an: n'0 a,..ns Do not u a �rddv' 5o' cord ton E Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting finish grades Limit fine grading to areas 3.05 PREPARATION OF PLANTING BEDS A Loosen subgrade of planting bed areas to a minimum depth of 12" using a cultimuicher or similar equipment. Remove stones over 1 12" in any dimension. and sticks, stones rubbish and other extraneous matter Spread planting sod mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. Place approximately 1/2 of total amount of planting sol required Work into top of loosened suhgrade to create a transition layer, then place remainder of the planting 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 orooer drainage Loosen hard subsoil In Dottoni of excavation 1 IFor balled and burlapped (B & B trees and shrubs) make excavations at least half again as wide as the ball diameter and equal to the ball depth 2 For container grown stocks. excavate as specified for balled 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 backfill Fill excavations for trees ,and shrubs with water and allow to percolate out before planting 3.06 PLANTING TREES, PALMS AND SHFUBS A Lay out Individual trees palm and shrub locations and areas for multiple plantings where required Stake. °Cations and o'utL ne areas a' - l Secure I andscaoe 0'' h '.ecu S acceptance before start irr.f p!antring work Make adjustments as may be required B Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and center of pit or trench with top of ball at same elevation as adjacent finished landscape grades Remove burlap from sides of balls, retain on bottoms When set, place additional backfill around base and sides of ball and work each layer to settle backfill and eliminate voids and air pockets When excavation rs approximately 2/3 fill, water thorr'ughly before placing remainder of backfill. Repeat watering until no more is absorbed tauter again after placing final layer of backfill C Set container grown stock as specified for balled and burlapped stock except cut cans on 2 sides with an approved can cutter, remove bottoms of wooden boxes after partial backfilling so as not to damage root halls D Dish top of backfill to allow for mulching E Mulch pits trenches and o'ant'nq areas Provide not less than following thickness of mulch and work Into top of hackfui and finisn level with adjacent fnrsn grades Provide 3" thickness of muicn F Guy and stake trees Immediately after planting as Indicated 3.07 PRUNING A All pruning Sha :I be done on the site hefore planting as directed by Landscape Architect Pruning shall follow modern horticultural practice (Grades and Standards for Nursery Plants) and shall be done with approved tools designed for the purpose intended Lopping topping, or shearing of trees or shrubs will be grounds for reectlrg the plants as unsuitable and not meeting requirements Damaged scarred, frayed, split or skinned branches, limbs or roots shall be pruned back 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 left in:act <:nd not removed .unless damaged B Prune, thin out and shape trees and shrubs Prune trees to retain required height and spread Un'ess c. e " s_. d.rco`.eci !y _a'uoaoal.c; Arcn'oVV do not C..t 1:ea leaders and err ove. c y ;LI'_CI 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 solid mass with ti.gntly fitted joints Butt ends and sides of sod strips, do not overlap Stagger strips to offset,oints .n adjacent courses Work from hoards lo avoid damage to subgrade or sod Tamp or roll tghtly to ensure contact with suhgrade Work sifted soil Into minor cracks 'between pieced to sod, ronove excess to avoid smothering of adjacent grass O Water sod thoroughly with a finespray nvrediatoly after planting 3.09 MAINTENANCE B C D E Beg n ma ntena'nce ri' ed,atc:', after p 101'n. Maintain trees palms. shrubs arid otter plants until final acceptance but in no case less than following period 30 days after substantial completion of planting Maintain trees palms. shrubs and other plants by pruning, cultivating and weeding 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 position as required Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of Insects and diseases Remove and replace exclusively pruned or misfurmed stock resulting from improper pruning Maintain lawns for not less than the period stated below, and longer as required to establish an acceptable lawn 1 Sodded lawns not less than 30 days after substantial completion 2 Seeded lawns not less than 60 days after substantial completion F Maintain !awns by watering fertilizing weeding. mowing trimming, and other operations such as roiling, regrading and replanting as required to establish a smooth, acceptable lawn free of eroded or bare areas G Landscape Contractor is responsible fcr watering all sod and plant materials from day of installation through final acceptance even if irrigation Is not 10 place, unless this responsibility is assumed in writing by another party 3.10 CLEANUP AND PROTECTION A During landscape work keep pavement clean and work area in an orderly condition B Protect landscape work and materials from damage due to landscape operations operations by other contractors and trades and trespassers Maintain protection during Installation and maintenance bier cds 1re,dt roca' Cr leo... _ damaged landscace'.Jor'k as d'.r_ctted 3.11 INSPECTION AND FINAL ACCEPTANCE A When landscape work is completed, including maintenance, Landscape Architect will. upon request, make an inspection to determine acceptability Landscape work may he inspected for acceptance In parts agreeable to Landscape Architect, provided work offered for inspection Is complete including maintenance B Following luspectron(s) Landscape Architect will prepare a listing of outstanding items to be addressed prior to final acceptance Final acceptance will be given once the outstanding Items are completed and the work performed to the satisfaction of the Landscape Architect and Owner C Seeded lawns will he acceptable provided requirements including maintenance, have been complied with, and healthy 'uniform close stand of specified grass Is established, free of weeds bare spots and surface irregularities (95'4. coverage required for acceptance) Sodded,awns oe acc.cp:cb.e i'rc' .dod regodem,e:its, ,rrc,ld•ng ma,nto,,ance .'Tawe 05er1 complied with, and healthy well -rooted, even -colored. vrable lawn is established free of weeds, open joints and bare areas (95'/x, coverage required for acceptance) Where Inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Landscape Architect and found to be acceptable Remove rejected plants and materials promptly from project site 3.12 IRRIGATION A An automatic Irrigation system providing 100 coverage with 50°%%, overlap Is to be provided B Provide an as burin drawing of the irrigation system to the Landscape Architect LOCATION MAP 8 84 85 86 87 88 89 0 7 1 42 43 2 76 5 173 2 6 044E/LLA STRESS 3134 11 6.508 s 3 4 RE 6 22 21 20 23 9 14jI sjei 60' STREET 39 41 - f 3 4850 24 25 9 18 4,4 10 17 K1 27 26 0 15 7 THIS SURVEY B 9 'tits 13 20 Landscape Data: Lot 59D (7,904 SF lot size) MINIMUM LANDSCAPE REQUIREMENTS PER LOT INTERIOR - For Tots w/ <100' of Frontage: 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 PROPOSED (see plant list for specifications) 5 shade trees 5 shade trees 4 accent trees 4 accent trees 75 (24" - 36" HT) shrubs 183 layered height shrubs: 27 large @ 36" ht. 48 medium @ 24" ht. 108 small/ground cover @ 12" ht MINIMUM STREETSCAPE REQUIREMENTS (PER I..OT): REQUIRED PROPOSED 1 street tree / 40 L F of lot frontage 1 street trees 48 08' lot / 40 = 1.20 trees Notes 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 be 100% Irrigated. 3. All plant material to he 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 tto 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. PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME / COMMON NAME CC 2 Cassa sura`:ans s / Cass a OD CB2 Coccoloba diversrfolia # + * / Pigeon Plum Cordia boissien White Geiger / White Geiger REMARKS 6 l51 3' or 1 5" o.al (Accent Teel 10 ht , 5' spr 2.5" cal (Shade tree) 10' ht.. 5' spr , 2 5" cal (Shade tree) 102 1 i ex Cass lie + / Danocn Ho ly 16' int 8' spr 2 5" ca iS1,ade Teei LM 2 Lagerstroemia indica 'Muskogee / Muskogee Crape Myrtle 6' ht. min 3' spr . 1" cal purple (Accent Tree) QV1 2 Quercus virgrniana # + " / Southern Live Oak (16') 16' ht, 8' spr., 5" cal. (Shade Tree) STREET TREES CODE QTY BOl-ANICAL NAfv1E 1 COMMON NAME REMARKS QV2 1 Quercus virgrniana # + " / Southern Live Oak 15' ht . 6 spr 3" cal 0 0 0 ;CODE QTY BOTANICAL NAME / COMMON NAME COD 14 Cod'aeum variegatum 'Mammey' # / Mammey Croton FIC2 52 Ficus nm•cronaroa 'Green Island / Green Island Ficus Galphimia gracilis # / Thryallls GAR 10 Gardenia jasminoides # / Gardenia GAL HIB 28 Hibiscus x # / Hibiscus �� JAS 32 JaserimJen \ u'rb'0 # , :lax Jas,. JAT 15 Jatropha 'integerrrna 'Compacta' # / Jatropha NATIVE SHRUBS CODE 010 BOTANICAL NAME / COMMON NAME MULCH CHR 27 Chrysobalanus icaco 'Red Tip' # -+ " / Red Tip Cocoplum CODE MY BOTANICAL NAME / COMMON NAME MULCH 1,150 Mulch / Melaleuca (or approved equal) Nett! S 0 in field) SOD St. August ine'Floritam' Verify S.F. in field IE7,:Ilei. l0F1'.ur,1i..'Ir�_'+f'.--'_-'v iii rh•I F. r rl r'I-N LH! 'N",CAT=S'v'4il'a 111" LCIES INDe ES ME:UM TO H.'w DROJGHT '0_501110.0IES 51 CLASSIFIED .5 THE SOU T F 000PI: A 6IANAGR.'EN? FRS%APE 1001 -GUIDE I REMARKS 43 min 4 plants per pot, 16"-18" ht x 16" spr 43 min 12" 'rlf x 12" dor 24" o c full #3 min 24" ht. x 18" spr, 24" o c , full to Kase 43 min 14"-16" ht. x 12" spr 24" c.c., full to base #7min ,24"ht x 18" spr, 36"oc,full tobase 43 16 5t 16' s. fuii 18" o 47 min ,24"ht x 18" spr ,36r"oc,full tobase REMARKS 47 min 36" ht x 24" spr • 36" o c full to Kase 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 dram ring No more then 1" of mulch shall be placed directly adjacent to the trunk of the tree. .' ' .. 3' MULCH RIN AROUND TREE, TYP„ <LM> 1 GAL 5 10 SCALE: 1" -= 10' 20 30 feet 09/25/13 ISSUED FOR PERMIT urban design ki I dad STUDIOS Urban Planning & Desigr Landscape Architecture Communication Graphic. 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 specifie 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: Submittal Dates : Comments 09-25-13 Issued for Permit January 30, 2013 10-049.001 TLD TLD WT 0 O O H Q PLANTING PLAN LOT 59, BLOCK D SAVIERO-R (AMBASSADOR COLLECTION LP -1 of 2 �-5 5'-0" SLOPE DOWN »zr\/r FINISH CRA)[ R/W iINF •Y�' RADIUS 12. C0MAPACTED SOIL SUBGRADE SHALL BE �_ COMPACTEDPATO A DRY DENSITY 0F AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. �|�� u/u�,,n 3.000 PSI CONC. MIX © 28 DAYS. ---- MAX. SLUMP 5" < ��(`T(/l� u�-^//`�` TYPE A JOINT W/ 1" DEEP JOINT SEALER TYPE 8 JOINT �. DEEP SAW CUT CONTROL JOINTS 5'-0" O/C. EVERY 25`-0" MAX. CUT Al THE WAY THROUGH THE SIDEWALK. NOTES: 1. CONCH E TC) OE TYPE | 3000 Pal, 2. USE OF REINFORCED CEMENT IS PROHIBITED 3, 4" THK. MIN. MR); 6" THK. AT DRIVEWAYS, EXTENDED FWO-FEET BEYOND DRIVE, ON BOTH SIDES. 4. SIDEWALK SLOPES SHALL MEET THE REQUIREMENTS OF THE AMERICAN WITH D)SAR80ES ACT, 5, CONSTRUCT EXPANSION JOINTS A[ SPACINGS SHOWN ABOVE; a) AT POINT 0F CURVATURE b) AT ADJOINING STRUCTURES c) AT THE END OF DAYS WORK. 1" � ` RADIUS 12" COMAPACTED SOIL SUBGRADE SHA{ BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. SIDEWAL< EXPANSION 0|NT ^,/u/_,"r`�-` u�//'�. [l\J[�|TUFl|\�| SECTION _u,u/�uu/�n� �� SILT FENCE AT PERIMETER 11,3 LOCATION MAO LOT 60 BLOCK D -0^ *0[ CONS KUCl0N ENTRANCE THROUGH SILT FENCE. 6oU, COURSE PARCEL. G / o~n��~«» �mr ,`~"�� _� �_ "—� 11% Mt -71 LOT 59 BLOCK PROP, PAVER 7.87' LANAI . , / PROPOSED 2 STORY C.B.S. RESIDENCE 11, kOODEL C; PRC"SED \PAVER ] IZEWAY / 2' VALLEY GUTTER CAME LA STREET rt‘i LLI 'o, P : C> oa� � ,A5 ` (C) /` 'oa5�L . PARCEL A (P RwATE STREET) 24' PAVEMENT 101.1, 114 1.! P0T Pww w0�E 3�v�RO'�^D'��n-K y -2J -1J i TW / SMP l REVISIONS PARKLAND GOLF & COUNTRY CLUB | � JOB NO.: 030415 ' REPLAT #2 AMBASSADOR COLLECTION 116.115MIlinniinlian1111DaMi HONE3UE INS TALL ROCK OVER CEO- FABRIC UNDERLAYWEN[ FOR STABILIZED ENTRANCE (#57 STONE OR LARGER) o BACK OF CURP LIP OF GUTTER OR EDGE 0F PAVEMENT 20' MIN. N0[3 1. ROCK AREA TO BE MINIMUM OF 10' -x 20' x 4" DEEP AND PLACED OVER 0E0- FABRIC UNDERLAYMENT 2. ROCK SHOULD BE FLUFFED, REFRESHED, OR REPLACED REGULARLY. LEGEND: CABLE JUNCTION BOX CENTERLINE m ou»mo r Wy CONCRETE MONUMENT 0^ ELECTRIC SERVICE ELEVATION, AS -BUILT 7/ ELEVATION, PROPOSED -410- FIRE HYDRANT HOMEFLOW ARROW ZIG-ZAG UN[ -- REPRESENTS SILT FENCE mr55 BLOCK D PROPOSED PAVER AREA = 851 FEET �k�P �T��| |7[[1 �w .//r`m_//-�-u o 1R&C 182o36,SET 1/2" LIGHT POLE - CONC. uompoLE- METAL MANHOLE' - SANITARY SEWER MANHOLE - STORM SEWER NAIL � TIN //B NAIL & DISC SAN/nAR,uomoE($ TE.LEpxuwc JUNCTION BOX WATER METER WATER VALVE YARD DRAIN A -- N/A B - N/A C - 1" HDPE. SDR ||. 200 PSI D - 1" x f6^ METER STOP (PACK jt x METER SWIVEL NUT), FORD 843 OR EQUAL E - POLYPLASTIC SINGLE METER BOX W/ PLASTIC READER CARSON INDUSTRIES MODEL 1015--5 (SEE NOTE 6). � F - 5/8" x 34" METER SENSOR METER WITH PROREAD ENCODE AND MINI PIT PAD WITH 6'-0" OF WIRE. (SEE NOTE 7). � -- ��` x 1" DUAL DECK VALVE (METER SWIVEL x GNPT\ WILKINS MODEL 700. OR EQUAL (SEE NOTE 7). H - 1" x 1" PACK JT COUPLING (FNPT x PACK JT), FORD 014' OR EQUAL. (SEE NOTE 7) 090.01WODAMMOIO4AWMM SHEET 2 OF 2 SHEETS 'N _/v//�r`/T[��K ` FILTER FABRIC MATERIAL NOTES 1. CONTRACTOR SHALL SET METER BOX. METER BOX 10 BE SET IN GRASSY AREAS UNLESS OTHERWISE APPROVED BY THE CITY. 2. SUCCESSIVE TAPS IN TO THE WATER MAIN SHALL BE 18" CENTERS (MIN.). J. MINIUM COVER FOR SERVICE LINES SHALL BE 2'-0" 4. CONTRACTORS SURVEYOR SHALL CONFIRM LOCATION OF R/VV LINE, BEFORE SETTING METER BOX. 5, J" SCH. 40 PVC CASINGS REO'D FOR ALL SERVICE LINES CROSSING ROADWAYS, 30EWALKS, OR OTHER PAVED SURFACES, 6. CITY SHALL INSTALL AUTOMATIC METER READER (AMR) IN LID OF METER BOX. COORDINATE HOLE DIAMETER W/ AMR SUPPLIER. 01 TER FABRIC MATERIAL SECURELY FASTENED --\ T0 THE POSTS 1Y2" WOOD POST V (� APPROX|MQELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED W/ COMPACTED 8ACKR|L MATERIAL. ^=-- RUNOFF \ APPROXIMATE 4" x 4" 7R[NCH ~' fiJl>��-_^' DIRECTION OE RUNOE WATER � � ANDARD �|!T u/�/ [N�� u�u� BACKFILLED TRENCH PLACE THE END POST OF THE SECOND FENCE INSIDE THE POST OF THE HRST FENCE. ROTATE kUR1 POSTS AT LEAS[ 18I IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL . DRIVE BO[H POST S ABOUT 10" INTO THE GROUND AND BURY THE FLAP. / SING nv .. - j} ------ WATERWATER MAIN. ��V|� `/u.v/`, W/ 5/8' x 3/4" METER MIN. LENGTH EQUAL TO BASE THICKNESS. 4" LIMEROCK BASE. —' 7R0WE ED CONCRETE EDGE - RESTRAINT. CONCRETE PAVER 7- 2Y8" (60 MM) MIN. THICKNESS - 1" (25 MM) BEDDING SAND / COMAPACTED SOIL SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. NOTES USE 5:1 (ACCRECATE:CEWFNT) 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. �AT|/l /V0� � /�-�|��NT|�| ��|V[UV�Y VV / / r`/m/ ,vn_'�/ `�u�uuv/m� u xv/-,v,�/ v,/ TROWELED C/lN[`R ITE EDGE ._7_,STRk!NT CLEAN QUl " 4" SEWERFROM HOUSE SEWu�vv CITY SEWER �� CONNECTION -/` u`�/n/v_u//��/v The tase of these specifications and ph be restricted to the original client and which they wee prepared. Any reprodl other reproduction, reuse, or disclosure method, in whole or in part is prohibite chowings and specifications contoin information and title rernains wit Specialty Engineering Consultan �] SPEC1A1|Y ENGINEERING CONSULT ANTS, Inc 1599 5W :50th AVE. SUITE #20 BOYNTON MEACH, H. 33425 DADE - BROWARD - PALM BEA FL. CA. #009217 561 - 752 - 5440 OFFICE 5542 FAX FiL[NAME. ntrud_toU_Lot59D SCALE "= /4 =1 DATE �/7��/7O1� ~/ ^`'/ ~-~ ~RV'D. BY C.McD, DRWN. BY 1, REVISION SEAL GARY WcDOUCL[, FE FL 456 SHEET # {---1 .] { �| 91' 1'7\ kVA, oes REVISIONS (1) (d) (3) LL MODEL: SAVIERO LOT 59D SECOND FLOOR PROJECT NO: 2500000 10:OiLm,011 DRAWN liY: (1)c1) BY: A,L, SCALE: i"LP 9/30/2013 1:07 PM / ..,()% tin stack 1-1/2 cr'r) V TR H watc->r 5ervice alway • , , SWING TRAP E -tt A 1'0 / Q, :, 41. .,,‘ :.• fl2ttC EILEP2903,2 MAXIMUM FLOW HATES AND CONSUMPTION FO RI PLUMBING FIXTURES/AN17 FIXTURE Fil-fiNCISb ANL) APPLIANCES PLUMBING FIXTURE 1 PLUMBING FIXTURE, OR FIXTURE FITTING ! OR FIXTURE FrrrING .... 1,-C., a It.?I'y fa n q. 2.2. ) .:';LTIn di . :- ?..-2: 1 ±:- Si.i:-:k ..._ \\'111(:r cii,..,-1 i.-.1:4- ).2_.., ,y.tii,,11. p.r titHlunt.t,L....:k H 2.t11 ft:. - 2-5 ot-Jttut:t ',tut (ct •Cr'cYf' ,1;id101-1 trtinutc 3.785 um, poi.m.--.1 .i“luare . :3_ A 0,331:1rld Nilo,..ves spray 'mtd Consunt:cul tUfurcinLult: hart rorttr-2 (c1dau1 \\,nter kAcie per ci.thic ot \ \ AAV fl KS 1171 2, P!VTR '111B 2' 2' LAY 2' 2' V TR WC 3'F „2' LAV TU13 3' 4' 4' TO SEWER 4 24 DFU n „ ,,,,.0.,,t'l ''....,,.:l '1:: a) 3>3 cf_) 1"- N ..7.,' GOLU fa_ ci ..._-. 0) c-, ,--, .0 :.,, ::!i.".., fz...,_.0',:.),, mccs:6 <7.6.,:i um --(v..), 0L0:1_ 56)0:77. _.--' OCti 1"-- C T1 J (r.) (-17_ ---c, C'.7, c-.. .,.-1 ::,1,,i1..,,ii ..,8 LT(3 ccomcr.,- c.occ: (2) 'E: CD a> Cl.) C7) 0 c') 7 '.' (6)) (.7::) cr: (73 f...--) REVISIONS (1) (2) (3) (45 LL MODEL:SAVIERO LOT 59D FIRST FLOOR 10(03 E0 NO: 2500000 DATE ROW nRAwN 01 IK 13Y: AI SCALE: /L- 9/30/2013 1:07 PM SCHPDJLE CARRIER AC2403G DM 023100 5 KW 4.5o � 208 / S.E.E CI BRKR- REF. 101A ^ ^~ ~ ^ =_- `_~ ' ` . ` __ , 0 ^ ~ ^' / . AND `' / ,5 ' 0 O[-PRO0 \/ v 150 CFM 10X10 50 [��k� ~''~ 6X6 1W ---/ „ + /y --l[---~ /`�k� 50 CFM -------- 6X6 ^.^YY, | H�� '�) - 1yy � C ,|^ � ��[) CFM � / -1 k� ! s'. _ �� / '` [-��[]/\/�k � [`[/ [\ \-/[�|V� 4" 1 " 150 CFM 10X10 1VV x' 1�Y1� ��/� ''-'`'^- '`/ '` � � � 1�\/1�»��/« , '�`'~1(l L� /�F][� � |\L_/�\l | O[� L}[` r�/\k� �J��|V! /\UU VY 150 CFM 1Oy1O 1W _ ___ 7,,,,,,,,,,,,,-„„:„....,,,,,,,:,.„:„.....,,,,,x,J ___ ~_�-_______-_ ~"" | N|� �� ' 150 [.Fk/ 10X10 1W / { �---'-----�—'—'—�------�'n�f � [-/�V[�] � �J � [- -\ BELOW [-| Oh\/ [/� � [l O /�N U {` O/�/�\� |\\i�jV/ 50 CFM 6X6 1W 30 CFM �y� 1VV �| ~'`~ ''' LJ ERR4, 4‘.. AIR CONDITIONING 811 Inc. �� CAC032382 General Notes No, Revision/Issue Date ALL IDEAS, DESIGNS, ARgANGEMENT3, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS 0FF|CE, AND WHERE CREATED, EV0LVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING 8c MECHANICAL, INC. NEW RESIDENCE FOR: Project PARKLAND Date 0y -27-201J Scale 1/4^ = 1' Sheet 4" 300 (C;Fvi 12X1' 1W 18X18 R 12" W,, . 50 CFM 6X6 VA 50 CFM 6X6 1W ED[1\ 00M LaiZat,1:44nAfaal.;&130 „' :,t !'eilixi5'�.�At)V� 14" 12X12 150 CFM R/A 10X10 1W 4" 4.41 •50 CFM t. 6X6 1W1I 16" wl 18X18 R/A 6 N 12" 200 CFM 10X10 SW WO __ _._ ; -0 :` Y -IAT ROOM 150 CFM I . 10X10 1W1 f.._ D R Y 50 CFM 6X6 1W 4" 12X12 R/A 30X18 R/A X10 R/A'',.. 125 CFM 10X10 SW TWO- S._f0L Y 1 -AN GUARD ' VOL /AGE. ioi., l., F'Ui1't:l? Sl.14'1)1_Y .� GUARD LIF UAL) .._. to" 4,1 n(. WEDS -.. .. ;,o; , 1:'�r VAPCON )N SC..`f'iE S i id -IV 41J10 cl`;+tdo (171;',) tir;1ili'AN1 C JAc;E: f:C "d,'E c:I1C: CONOENSW? ,A/fc' COOL [1 RI YE L 150 CFM 10X10 1W t: 1; SLA 11: 1) rai l f,f(,''F.i"c41J1 1%ad.l-L (A1.34TV1E rOIT.; REF MC T'4.1P1! SUCTION l.itIL IRe.?'RICIT i 1 !IN 110 ! WE - CONDENSING 1Jt'. CoNDCNSIN. 1 `J1.1 ; -AH A40(.,0\1 C}'I0DY T W O -._-.._ CAR 0M A00 1ST EQU MFC C 1. OOR ENT SCHEDLE CAHR ER 3\ AC/ 2000 DNP043 J20 0 K''J'l 4.00 C 2C8 230 ' 'H CU:59 AHU:60 NES: //8 A.H.U. A\D 3 8 .TU ,5C0 P v CA' PX HEAT E _ECTR sEE�; 3RKR RE TOTAL 1 tAIN 11\(_)M 101D (.2,g1-4.) n n,HIU UNI... •;4.144• 4`4`4444'4" 1.:.[_(:) L :? `d 4P I I C 1 1 u Al 1 UI 1 1 ..11''1 G f:3IL1...(:.)W L)L TIL_ DOu1.3L_I:. Nj 4EFERR Q AIR CO\DITION1 8,1 NG MECHAIICAL, Inc. CAC032382 General Notes No. Revision/Issue Date ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. NEW RESIDENCE FOR: LOT 59 SAVIERO Project PARKLAND Date 09-27-2013 Scale 1/4" = 1 Sheet 1 •INIMBra 0 0 11.1 Lf) 0 LL. 0 LU 0 LU LU 0 0 LU 0 LU LLJ 1— LU LLI "Zt (-NJ (1) c:C LU F— F_ n= 0 ce >-- CL 00 U u_ 0 0 Lu ta_ LU TOLL BROTHERS 0 tze Lu uJ0 Lu 0 c:K >- 0 u- 0 P- 0 3- 0 0 De 11! 0 c LU Ln— Lu 0 (!) LL. 0 uj 0 • LU et3 0 Lu 0 cn 0 1-1-14 0 0 o (i) 0 Ln Lu 0 LU CO 0 1/1 LU LU CCI LL.1 (1) (/) 0 0 cn 0 (fo) w LLI (f) Lu Lu uJ0 UJ UJ CL UJ 0 L; 0 cns Lu LU 0 F-- 0 UCOCY uJ Z 00 01- 0 Lu LU }- 0 LL. 0 -21 >LL 0 0 uJ- 11 0 UJ CCI F -- Cf) Lu 0 =IL BEDROOM 3 A • -..., (1,:( B13 -/B13 N, , 1N, N 77) B13 TO SWITCH BELOW 7— A21 813 jj A21 Bi 31 B13 B14 (313 (tb 0 SD/CO B140 LARM GREAT ROOM BELOW A21 TO SWITCH BELOW B15 1 B16 r GFI 1E° r DISCNN. T)B1 Ar IL -IN K 2 Egc 14 r B1 B16 MIT rB16 BEDROOM 4 / 816 B16 B17 1 B16 rt -V1* B17 SD/C(0 814 ,?,>/‘ ' 817 01317 III! 1 I 1 I 1 1 1 1 1 1 1 J__Jp 113EL. W 1 1 1 1 1 1 1 ! 1 _1_ ___1„ I --/SWITCH BELOW B18 816 TV] nip t1318 B17 A27 TO SWITCH BELOW FOYER BELOW 1314 — B18 B17 BONUS ROOM B1-8-0 1-4 OPEN TP COVERED ENTRY BELOW SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4"=11-0" 12_)] 817 B18 SP 818 ELECTRICAL LEGEND SYMBOL GFI cvel Li $3 4 DESCRIPTION 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 SING( E (TWO POLE) SWITCH 120V., 15 AMP, (M.H.=441'AFF) SINGLE (THREE POLE) SWITCH 120V., 15 AMP., (M,H.=44" AFF), 3 -WAY SINGLE (FOUR POLE) SWITCH 120V., 15 AMP,, (M,I-1.=44" AFF), 4 -WAY PUSH BUTTON FOR GARAGE DOOR OPENER RECESSED CAN FIXTURE VP 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 0 SURFACE MOUNTED BAR LIGHT FIXTURE WALL MOUNTED AT 86" A.F.F. STRIP LIGHT. 2' X 4' (2 TUBES) FLUORESCENT LIGHT FIXTURE rb-ai DOOR BELL [g-ilmd CHIME, VERIFY MOUNTED HEIGHT 1N FIELD THERMOSTAT Csp) SMOKE DETECTOR dD/C0 COMBINE SMOKE/CARBON MONOXIDE DETECTOR FSA1 SATELLITE PHONE JACK - PREWIRE ONLY WP WATERPROOF GROUND KP KEY PAD [2JCENTRAL VAC r-sTD-1 SPEAKER DAD CAM1 MOTION DETECTOR CAMERA TO THE BEST OF MY KNOWLEDGE, THE DESIGTEPICTED ON THIS DRAWING c OMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW 05-12-14 Sang-Yub Lee P.E. Florida No. 72328 • NI H H 0 ci) • ORLANDO ANGELES • • (407)248-5800 II FAX (407)248-5899 MO 1 FL. 32819 0 • • 2966 COMMER DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO AS -BUILT 05-12-14 SL SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR ELECTRICAL LAYOUT PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL I SAVIERO GHT HAND SE ELEVATION NAME TRADITIONAL SHEET NUMBER E3 SERIAL NUMBER 1010.0 - :2: < 0 LU (J.) Ce 0 LL LU 0 LU I L0 U 0 0 uJ 0 F—: LU •=x - LU uJ cY_ R ANY PURPOSE cz LLI F- 0 II Ca _J 0 10 - 0 CC LU CL >-- 0 LLJ 0 (f) 0 taK 0 >- 0 uJ .7) w clD -J cr) 5 0 tr! 1— LU 11J (-9 CC (1) (9 cf) LU (1)- 1.1.1 0 cn LL0 (J) CC L1_1 1- 0 CC CO _J _J 0 0 0 LU 0 0 172 0 0 0 (IA a UJ 0 _J CL U. - LU ca 0 CL (1) UJ CL LU CL) 0 LL. LU _J cn 0 a 0 cr) 0 SCALED DIMENS L/J 0 LU UJ 0 LLI LLJ CC UJ _J LU 0 _J LU 0 w 0 LU uJ F- > - a 0 0 0a 0 0 a a 0 Ul OF ANY VARIATIONS FROM THE DIME LU LL 0 w ca 1 -- UJ (-) LL0 1 B10 - /--- / ( MASTER SUITE A23 WP GH (RBI() 00 I m I B1 B1 GF A20 14 CFI f2U SPRINKLER SOLENOID MB1 B6,,3 • NF CU -2 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 / 35,7 NF -V 2 1.1 A23P WP CFI B10 Iry I db I CJY- A23 \COVERED \ LANAI ,)23 A2.0 :A23 SP • A17 •r. -011 B12 B12 d A24 c DINING HB / BEDROOM 2 014 B90 B12 ¶PLLVJO A21 A21 SP TWO-STORY GREAT ROOM TO HI LIGHTS A21 TO J -BOX ABOVE _\,77-•,, •• - Ns A19 B11 ALA M GFIfi -) -CI)-13-11 1 1 1 1 1 -WIRING SYSTEM 1 14) LI[,3113 RUCTURE A 0 WICH A24 dit z A251 A9 CFI • A24 _ GOURMET KITCHEN Al 3 CFI 21 ) v 0 CUE, 1N1 GFI Al, DBL. OVE — GFI A7 FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4"=11-0" -11011401W A9 ;,[ • / CHIN ‘,„K-2 , I A151 IIREF 1 - r ---- A912 A25 GO ,A13 ---/ GFI A27 TO LIGHT ABOVE A22 ON WALL A22 0= GFI MB MA METER 1 . INT PNL. A PNL. B 7i11AHU#1[ OKW B1,3 fr =11 TWO CAR GARAGE 7 A22 A22 WP GFI 3/4" - - - - TO 2 ANC 'J' BOX W/BLANK FLATE IN GARAG CLO. RECEPTAPLE FOR CRE000R XigER TWO-STORY FOYER A250 IN (S.1)B14 A25 A25 A25 A2 STUDY INI jai 11 • A22 WP GFI JC:27 TWO TORY COVERED ENTRY UU -1-- HB 11 11 • •I INI IN is ; /' A27 ELECTRICAL LEGEND SYMBOL 0 GFI 11 GFI 0 0 3 4 DB [CHIME -1 kt. D/C0 FATI CAM DESCRIPTION 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.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) SVITCH 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 TH ER MOSTAT SMOKE DETECTOR COMBINE SMOKE/CARBON MONOXIDE DETECTOR SATELLITE PHONE JACK - PREWIRE ONLY WATERPROOF GROUND KEY PAD CENTRAL VAC SPEAKER MOTION DETECTOR CAMERA 10 I HE 0155 OF MYKNOWLEDGE, THE DESIGN DEPICTED 00 1115 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW 05-12-14 Sang-Yub Lee P.E. Florida No. 72328 TSDALE LJ - z ORLANDO • • • DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO AS -BUILT 05-12-14 SL SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR ELECTRICAL LAYOUT PROJECT NAME PARKLAND GOLF & CC—AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO (r) oH H. ce ELEVATION NAME TRADITIONAL SHEET NUMBER E2 SERIAL NUMBER 0 0.0 OLL BROTHERS 0 Lu w 0 (1) LU 0 Cf) CC a. >- r2C 0 0 E co Ln rn rJ C\1 ,-1 OC1 >:: 171 -0 0 LIJ 1- 0 0 114 0 CC 1.1J 0 CL _J -J 0 LL0 0 (I) >- ca 0 LU LLE (f) UJ CC LLI cL c4 0 LU 0 0 0 0 ce 0 0 w> a 0 0 LLJ 0 -J 0 (f) cc 0 >- co 0 LU cn LU CC1 0 LU uJ c a (7) co Lu 0 a 0 1171- 4-4 0 0 0 a Lu BLE FOR ALL D MENSIONS CONT 0 0 LU _J LLI 0 LU w 0 UJ LU cL CL LL1 -J _J (fir in < UJ '-' BY THESE DRAWINGS. U) (11 114 0 uJ 0 -J -J LU 0 EL i__C I RICAL \ CIES 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) NEPA-70 2008 AND THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMEN1 MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL 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. 4. 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. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUIT E3REAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG --IN. d. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACK TYPE CIRCUIT BREAKERS. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. 6. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-8(a). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. 8. 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) 9. 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 HYDROMASSACE 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 TRIM). 11. ALL RECEPTACLES SHALL BE TAMPER RESISTANCT. 12. SWITCH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. - General Lighting & Receptacle Load Total A/C Square Feet General Lts & Rec 3W./SQ. FT Hi -Hats 401at 65 W/Lights at 100% Total General Lits. & Rec (Watts) General Lts & Rec Panel A General Lts & Rec Panel B 7AULT CURB ......,111140.1.1110.04,1,..4..111.1.MLIMPA111.141101.11 *WS a 1 1 ..*A.W.11.*4.4111.14, nIMM•MWOl 2947 8841 2600 11441 Ckts # Watts/Ckt Total Watts 7 673 4711 10 673 6730 T CALC.,LAT ON IL• 11.4.11.AMIAM6.4.1.11,14.1.1.41arni.811411M1..5, FPL TRANSFORMER 100 KVA fla (100 KVA) = 417 A C4 240W1 : I LET THRU = 417/Z(1.6) = 42,779A IT IS: NUMBER OF CONDUCTORS PER PHASE: CONDUCTOR LENGTH 'L': CONDUCTOR C VALUE: 2 xLx I f= C x L --L m 1 1 ± f 2 x 40 x 42.779 7,493 x 240 #1 2 40' 7,493 1 = 0.3445 1 + 1.9023 = 1.9023 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 11.464W41401,10,4011Hd , I iJi i1111 J111,1 I 1 1 111 1 111 11 11 d 1 1 1.1 111 .. II ithm114,14.1k!,411164011.111,I,1 11 I, .1111 0,14. 1311 ! 1111. ,., ,1111,11!I !I I ,1.1!I !II. A, I I I 0,111 I I ! 4.141.60,14MLB1W11.tlidil,1,.,10.1,1,1,.!.111 .1 1101, 1, la..!1.1 I 1111,- 1 1 I 1.111, I 1 1 I. 1 1 I. 4,14,4,1114,AVANI,Makl PANEL 150 A. M.L.O. c3) GARAGE OUTSIDE GARAGE WALL PANEL 150 A. M.L.O. MAIN #2 OF 2 MAIN PANEL "B. 150 A. M.C.B. MAIN #1 OF 2 MAIN DISCONN. 150 A. NEMA 3R 0 NEMA 3R 0 120/240 V. UNDERGROUND ELECTRICAL. SERVICE FROM UTILITY COMPANY 111.1.1114.1101, 1 11. 1 1 r4.4.e4, Pow D (Y,) 400 A. ACHAM (1) 2 SETS OF 3#1 CU,THWN IN 2" CONDUIT 2 FEED 11INU MAIN PANEL "A", 3#1 CU,THWN IN 2" CONDUIT 3#1 CU,THWN + 1#6(G.) IN 2" CONDUIT GROUND LINE .._. #2 CU 10 C.W.P. WHEN METALLIC WATER PIPING IS USED. #4 CU CONTINUOUS GROUND, CLAMP TO FOOTING STEEL W/APPROVED DIRECT BURIAL CLAMP x 0.3445 = 14,739 AMPS Wire #6 #6 #12 #12 #12 #12 #12 412 414 #14 414 #14 Pole 2 2 1 1 1 1 1 1 1 1 1 1 Bkr 40 50 20 20 20 20 20 20 15 15 15 15 Panel -A PANEL: 40 crt. breaker VOLTAGE: 120/240 V - 1Ph FEEDER: 3 41 Cu THWN & 1 -#6 Cu (G) in 2" 0.0. Description COOK TOP OVEN SMALL APPLIANGE MICROWAVE SMALL APPI IANCE REFRIGERATOR DINNING km. 1;1-lc:EP AFCI LAUNDRY RM RECEPS GREAr ur t1AFCI STUDY LEJ LeLL=p, AFCI FOY ER.EXR. LEI ,rE,C,t1,) AFCI SPACE SPACE SPACE SPACE SPACE SPACE ILOAD CALC. SUBJECT TO DEMAND FACTOR 1,3 5,7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 DEMAND FACTOR CALCULATIONS: TOTAL LOAD SUBJECT TO DEMAND FACTOR Watts 8000 9000 1500 1800 1500 1200 1500 1500 700 700 700 700 28800 FIRST 10000 W. AT 100 REST WATTS AT 40 TOTAL A/C LOAD TOTAL CONNECTED LOAD (WATTS) I AMPS(V.) 1 240 1 LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT LOAD IWire Pole Bkr #12 1 20 Wire #6 Pole 2 Bkr 60 I #8 2 40 1 #14 J, 1 15 #14 15 #14 1 15 #14 1 15 Watts 6000 4500 1200 1500 1500 700 700 700 700 700 18200 47000 10000 14800 0 24800 103.3 MAIN: 150 Amp MLO Circuit 2,4 6,8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Description DRYER WAILR HEAIER DISPOSAL DiSTEA'ASHER WASHER GARAGE DOOR OPENER BA fecep. GF I MASTER BATH =Ix GF I Griti LIghts AF CI KHEFLI LF;FE, AFC SPACE SPACE SPACE SPACE SPACE: SPAE SPAC SPAC E AF /,RC FAULT CIRCUIT IN FE RRUP1 ER N C NON COINCUEN I LOAD WP Panel MAIN -B PANEL: 8/16 wp crt. breaker VOLTAGE: 120/240 V - 1Ph MAIN: 150 Amp M.C.B. FEED THRU GARAGE WALL TO PANEL B (150A MLO) ON OPPOSITE SIDE Description SPRINKLER SOLENOID SPACE SPACE SPACE SPACE SPACE SPACE Circuit Watts la ib 3a 3b 5a 5b 7a 7b 500 Watts Circuit 2a 2b 4a 4b 6a P 8a 8b Panel B PANEL: 40 crt. breaker VOLTAGE: '120/240 V - 1Ph FEEDER: 3 - #1 Cu THWN & 1 -#6 Cu (G) in 2" 0.0. FEED THRU GARAGE WALL TO PANEL B (150A MLO) ON OPPOSITE SIDE Description SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE MAIN: 150 Amp MLO Description AIC AHU-1 (Heater 10 KVA at 65%) A/C C.U. -1 Bedroom #2 AFCI 1st. Floor, next laundry Bath #2/LAUNDRY AFCI 1st. Floor, next laundry Bedroom #3 AFCI 2nd FI. Front stairs Bath#3/Loft AFCI 2nd. FI Loft 2nd FI AFCI SPACE SPACE SPACE SPACE LOAD CALC. SUBJECT TO DEMAND FACTOR 1 3 7 9 11 13 15 17 19 21 23 25 27 DEMAND FACTOR CALCULATIONS: I TOTAL LOAD SUBJECT TO DEMAND FACTOR Watts 7650 Bkr 30 25 20 20 20 20 20 20 15 15 Watts Circuit Description 3450 2 A/O AHU-2 N.C. 4 (Heater 5.OKVA at 65%) 7360 3680 6 A/C C.U. -2 N.C. 8 700 700 10 Master Bedroom AFCI 1st. Floor 700 700 12 Master Bedroom AFCI 1st. Floor 700 700 14 Master Bath AFCI + S. DETS. 1st, Floor 700 700 16 Bedroom 4.4 AFCI 700 700 18 Bonus Room AFCI 4000 FIRST 10000 REST WATTS AT TOTAL A/C LOAD W. AT 40 100 °,/0 TOTAL CONNECTED LOAD (WATTS) AMPS(VI 240 1 LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT LOAD BREAKER SIZE AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER ANY DISCREPANCY in • 3500 7500 10000 0 11330 21330 88.9 20 SPACE 21 SPACE 22 SPACE 24 SPACE 28 Pole 2 2 1 1 1 1 1 1 1 1 Wire #10 #10 #12 #12 #12 #12 #12 #12 #14 #14 AFCI ARC FAULT CIRCUIT IN FLRRUPIER I'JtON-O0iNGIE:=ENI LOAD Bkr Pole Wire Bkr Pole Wire 30 2 #10 25 2 #10 15 1 #14 15 1 #14 15 1 #14 15 1 #14 15 1 #14 10 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPUCABLE MINIMUM BUILDING CODE IN EFFECT 00 00 DATE OF CERTIFICATION BELOW. 05-12-14 Sang-Yub Lee P.E. Florida No. 72328 • • <11 (ID DRAWN BY J.HERNANDEZ CHECKED BY SL FLORIDA DIVISION • (407)248-5800 • FAX (4071248-5899 DRIVE, SUITE 100 • ORLANDO • FL. 32819 2966 COMMERCE SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO AS -BUILT 05-12-14 SL SET REVISION INFO SHEET DESCRIPTION orn ELECTRICAL SCHEDULE & NOTES PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER E. (-9 ce SERIAL NUMBER 1010.0 . I El 0 LLJ 7-) Ce U__ LU 0 LLP 0 0 LU CD i 11-1 FU LU CC Lu LU LIJ LU (-9 ,62+ ›- aa 0 LLI LU or -)L) >- CL. 00 F-- 0 0 cr) CL IJLI LU 6 0 H uJ re. LU 0 (f) ANY PURPOSE 0 LL Ce uJ 0 CC CO _J 0 uJ a 0 LT/ 0 (..)0 cc) 0 I--1 LJJ 73: -J U - UJ LU 717. (1) 2-7 LLI UJ LL.1 LLJ LU 0 LU LLI 0 LU LAI ULJ ca 2x4 SYP. THRUST BLOCK a cn TOP RISER TO WOOD FLOOR JOIST w/ (7) 16d NAILS MINIMUM 44 44 2 x 6 SYP. 2 x 12 SYR 44 44 44 5/16" x 4" LAG SCREWS - @ 16" 0.C. STARTING 6" OFF ENDS STAIR FLIGHT SCALE: 1/2" =1-0" 44 - 2 x 4 SYP. 2 x 12 SYP. 0 WOOD LANDING HEADER 1" STRAP w/ AL HOLES FILLED PER. MANUFACTURER 2 x 12 SYR POST #2 SYP. POST TO STAIR CO SCALE: 1/2" =I -O" 0 (r) LL C) UJ cz LLI LL 0 LU LL (.9 Lir) UJ 0 uJ 9, o <L) Ce LU 0 Ce CO NNECTION (3) 2 x 12 SYP. STRINGERS 3/4" CDX (HARDWOOD) 1" SYP. (CARPET) 1/2" PLYWOOD RISERS x 3" WOOD SCREWS 16" O.C. w/ GLUE TO WOOD LANDINGS THRUST BLOCK SECURED TO FELT w/ 1/4" x 3 1/2" TITAN SCREWS OR TAPCONS @ 16" O.C. TO CONCRETE STRINGER BOTTOM TO CONCRETE FLOOR SCALE: 1/2" -I-0" (DR WOOD LANDING) \ (3) 2 x 12 SYP. STRINGERS 1" SYP. TREADS (CARPET) 3/4" 01)X PLY. (HARDWOOD) 1/2" PLYWOOD RISERS ALL GLUED & NAILED w/ 16d NAILS # EA. LOCATION STAIR CROSS SECTION SCALE: 1/2" 1'.“0" STRAP w/ ALL HOLES FILLED PER. MANUFACTURER POST #2 SYP. POST TO STAIR CONNECTION SCALE: 1/2" r=t-O" 2 x 6 SYP. As 3 re to. DOUBLE 2x4 #2 SYP. SUPPORT POST NAILED TOGETHER w/16d @ 16"0.C. POST ANCHOR FASTEN PER MANUFACTURER HILTI 1" CONCRETE -1 FASTENERS PO',"," TO CONCRETE SCALE: 1/2" =1°-O" THM [0 I HDE rnsio- WAIJ /</ '2 2'-4 5/8" 71- 6 8" FOR CONCRETE: FELT w/ (2 ROWS) OF 1/4" x 3" TITAN SCREWS OR TAPCONS (c -"P, 16" O.C. 2x6 SYR \ FOR WOOD: -- (2 ROWS) OF 5/16" x 4" LAGS SCREWS @ 16" 0.0. SEE PLAN FOR WALL TYPE LANDING PLATFORM TO WALL SCALE: 1/2" =1'-O" 11)1444BEST OE MY KNOWLEDGE, THE DESIGN DEPICTED 444114145 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING 04444 14 EFFECT 4444 04 DATE Of CERTIFIC.KTTON BELOW. 111 Cn ce SERIAL NUMBER 1010.0 10-04-13 Sang -Yob Lee P E. Florida No. 7238 (91 TSDALE ORLANDO EJ 00 cc/ D 00 kr, 00 Gam 8 0 04 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STAIR DETAIL PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME SHEET NUMBER 0 0 LLI C) CC 0 Li__ UJ 0 LLJ U.I 0 0 111.1 1:› .._J > 1.1.1 0 UJ 1--- uj < (:1) LLJ Ce. LU c uJ U:1 UJ Lf) LU (f) 0 0 D >- a 0 fl 0 LLJ 0 (1) 0 0 L) (1') 0 0 U)0 LL1 1.^,±1 -1 0 LL ULJ CD 0 (n Lu (.9 (.9 rt..); 11.1 4.6 LLJ 0 0 L) Ul 0 LLI LU LU 0 LU LU LU (.9 ROOF TRUSS CALCULATION 55 PST Unit Load (131.. t LL) 161011054es 1(w -is ID ElfentivelAd11) SPAN UnctIve Area RE-AC,110N 13 T-1 15 T6 T7 01 G5 GO 07 )ft) 6 8 2 75 6,3 8.7 8 (ft) 16 1(3 5 6 3 23 3 32 3 16 3 23 5 23 5 Zone uplift Zone 2 iiplot Zona 3 Upl'ft 11,11/1/1:RS Uphlt Net Uplift 9t'2) 11b) (psf) (Ps', (psf) (:of) tlb) 32 380 31.75 4521 71 23 35 2 318 33 308 33 37 53i 1 8101 :)5 1? 50 -4 1386 34 48 5)8 97 67 65 35 2 617 46 6 1282 34.08 56 06 85 24 35 2 561 64 6 1777 32.76 50 ,)8 77 34 35.2 735 122 25 1681 33.953 56 47 84 110 35 2 733 14305 2036 31.58 44 17 7(1 26 352 /99 278,4 3828 31 58 44 .17 70 26 35 2 1502 183 3 2520 34.48 5897 87 65 35 2 1122 Reaction :s 031(4)1310cl as G.width x 6301 x load / 2 Uplift is calcuGted s 3 . K span x (Zono C 0- DW)/2 Wind I„oad14.1-.;ect on ASCE 7-10 335/ 10 351 Gio!.-)s 1)1311ft. pr TOS ate .iOut)/1d for dead weigh/ arnotint INPUT DATA Exposure category Fs 0-4- D ASCE 7-1(1 2(4 7 3) linportallGe factor (ASCE 7-10 T,Thlo 1 5-2) Basr, wind speed t ASC.F. 7-10 21:35.1 or 2012 IBC) Topographic factor (AsGi: 7-10 26.8 5 Table /6 3-1) Building height to eave height 10 Mtge Building length Building wkith 2 3 4 lE 2E 3E 40 5 6 -0.32 -0 46 -0.41 0.76 -0.53 -0.63 -0.58 -0.45 -1627-0.45 -20.62 -1887 18.54 -22.76 -25.95 -24.33 -20.30 -20.30 -4.67 -0.69 -28.04 -9.01 -0.37 -17 73 -7.21 -0 29 -15 15 30.14 0.61 13 86 -11.16 -1.07 40.28 -14.34. -0.53 -22 80 -12.73 -0.43 -19.66 -8.70 -0.45 -20 30 -8 70 -0.45 -20 30 Net Pressures (psf), Torsional Load Cases Roof angle = 24.06 Net Pres5ore. with G f G , ) (-GO..,) 1T 0.54 2,92 5.82 2T -0.32 -4 07 -1.17 31' -0.46 -5 15 -2.25 41 -0.41 -4.72 -1.82 Roof angle 0 0.00 Net Pressure 6 ' ( ) (-GC„,) 11 0.40 1.77 4.67 -0.69 :7.01 -4.11 31 -0.37 -4.43 -1.53 41 -3.79 -0 (39 Surface 3ortarse 1.00 for all Category 132 mph 1 9.4 ft 19.3 81 ft 40 ft -16.44 -6 12 -3.55 25.46 -28.68 -11 28 -8.06 -8.70 --8.70 DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load Max total upward force ANALYSIS Velocity pressure q5 7.; 0.00256 K h Kzt Kcj V2 = 34.21 psf where: gt, velocity pressure at mean roof height. h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) K1, = velocity pressuro exposure coefficient evaluated at height, h, (Tab, 28.3-1, pg 2991 = wind directionality factor. (Tab. 26.6-1, for building, page 250) = mean roof height ((t) < 60 ft, [Satisfactory] < Min (L, B), [Satisfactory] Design pressures for MWFRS p = qh i(G C76 )-(G C31)] where: p pressure in appropriate zone. (Eq. 28.4-1. page 298). Prnin = G C4 product of gust effect factor and external pressure coefficient, see G 01„ = product of gust effect tactor and internal pressure coefficient.(Tab. = 0.18 or -0.18 a = width of edge strips, Fig 28.4-1, note 9. page 301, MAX[ MIN(0.1f3, 0. 4.48 ft Net Pressures (psf), Basic Load Cases Roof angle 0 = 24.06 191931 G ( '1 (1 -GC,„) (-GC,„) 1 0.54 11.67 23.27 Design pressures for components and claddina p = qh[ (G C91)] where: p = pressure on component. (Eq. 30.4-1, pg 318) Pm r = 16.00 psf (ASCE 7-10 30 2.2) (; C,= external pressure coefficient. see table below. (ASCE 7-10 30.4 2) Comp. & Cladding Pre s s LI re psf) 19.97 I Positive 1 36.32 Zone 1 Negative -33.84 Zone 5 Negative -47.49 Positive 19.97 30.76 kips 15.39 kips 319.61 ft -kips 100.49 kips 0.85 0.85 14,30 (ASCE 7-10 26 2.1) (ASCE 7-10 26.2.2) 16 psf (ASCE. 7-10 28.4.4) table below, (Fig. 28.4-1, page300 & 301 26.11-1, Enclosed Building, page 258) 1L, 0,4h), MIN(0.04B, 0.04L). 3] Roof angle 0 -= 0.00 Not Pro::,:su ,v,th (-f-GC,,, ) (--GCp, ) 0.40 7.09 18.69 0 C -Pt Zone 2 Negative -55.74 Walls A 5 2 Zone 3 Zone4 Positive Negative J Positive Negative I 19,97 -83.77 1 36.32 -39.54 1 1 I I 1 „-• 1 .. 32' 1 0-, ‘), ,-. - I - -) Roof 7 G1 T3 T-14-1-----P------Ir -I-- -1- -!-J-1---TrI--1----i- .--1- 11-- 1 1 1 1 1 1 1 1 1 174,w'. =17,77477777 g f4i2z272thz-z-zii7-2777.zjazizzj V g gagi as elite! tom Int la I Nis g I i trig os prig gm g mwse g mg me nig El gag‘ so isit re inulargiggemmigi g grRtgt4 ! I. I t t ! 1 I1 1 ! I i i I I 11 i i i 1i i I 1 i i 1 i i I i i i 1 i 1 1 t 1 :I i 1 1 i 1 I 11 : 1 i t ri : 3 T5 G6 T7 LOW flfl G3 T6 G5 G7 HH'F TO THE 1/114 /011 KY KNOWLEDGE, THE DESIGN 0/411/4151 0/4 THIS DRAWING COMPLIES ATM THE APPLICANZ MINIMUM BUILDING 40511 /4 EFrEC7 AS OF 01/011 4/1' CERTIFICATION BELOW. 10-44-13 Sang-Yub Lee P.E. Florida No, 72328 ET) 23 [11 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 -= SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION ROOF CALCULATION PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S6.05 ce SERIAL NUMBER 1010.0 0."LL 0 < 0 0 UJ 0? -1 2: LU - Ca C:e 0 LI -I (1) LU LU 0 LU CL. co u") 11-1 < LU Cri. a Ce < LU cflce < 0 -.73 ILI Li) 0 Ce _J ° Ln 6 U.J 0- 0 o ce 1— LU Ce 0 Z >"-co F-- . 0 Z Li) uJ -J Cf) N LU U) LLI 0 LU L) LU 0 UJ (-) LU uJ LU Lfl 0 (11 TI ED 0 (9 ▪ (6- ' LLI 11.1 z LU (J) .7) °13 cK LI.) cx ▪ UJ Z 1 Z 0 0 Wall Footing 11 -.333.,aff 1 343'43'1391R K 133 04 Atttaat,:;..77?,:k.'i, :1•33, fa.4K-Ka-affaaftakkakka4W0,333A).14-433K330443445.03f „:48,44+5084.04431s1118,418441.5071,78+1871.s491.B.4.+M+7111 • k+1 ;;" '-st• 11•'7-•'•!'"5'41t Code P.,:ferene,,:s C. 3,8.11 03.31„7s- 1 27c 0 '18017,E1C7' 7,) General Information 13; 0',143513f 28 arsif 0 .58 1'. 0'0c7 1-t0 0 4sa 78. 0.48.39a7 830s4s 7.8-74,83, 312400 471 10,84,0-04 Dia344i i 15 0 f .a 1 3..es 808,70-8) 0 90 38! /150 A0;aiy laa. Sit'aa [1.010.!0"d P,00't ,110C11 51,c. fai 'r2,414 2.333 MID 0, 334.3313 0 1 1,134 Sa'ety actse 1 0 1 ,731,34.7.8c Faekesa -,03.3•Jaa as 0! YE,S Dimensions 110.1) 73.4++.14,5 W0.113,314.,r 31140,' 8340 --esker 0; 0441,5_4 a Applied Loads P 1,1044-0•4 1.35k1 (143 0.r.orkmatken M -az 2 11 a 43es 4 0 I- r.•,'911 V. 1.`;'1 tr,a13,1,1'1.] Iraa1;,,tS1.15,341, 1) 7 r1-005 45,40; 3441 Passake P -ss slaric 8. -31;a:085 -r -3'e 0+,7411 2 80 8,-.) 4,0;0 8011 ,s.1 0 0+0 1.40,34.sers Bssesi 8.013-s7i H.; 20-.311 R'3.4•808a0 1.5753;' ;a Inas 5,,78+; 7040.050 5 Rs:es:89 204 38-1 ef lees; 1_034. arraj s. 344 .9 r -,..,4,r• +43-a ri 4,8;138' 0.; 401,40! ,81103, 1"re710.0•1:49re1+40 f ':1 -4! t.tr;t,lti '5,34-ar 1401843, ;s 8.44,sr 51k, 7174:713 1 01. 743305 s 0 7 0 810 134 a; sa9c1 alacs-a tssp rsf 74..rng 5)E343`! Slir771ARY 07)7 1- :7'') ! !.; ) - 7-7 e'a 11-872 717 a 5,71 -0 5.373'8 7 F'8,3 (4k, 902805 0+ re! ) 5.-3,41.00.9r 0-5; 31) r-7 ' Wall Footing 5591 •,),! 0,11+,4 71 Code 1,!,::kiren(7,:s 2 988 lest 00 a-1; 0 0 la 11: 7 0 45119 14.8 7+ .172', 1:71 4 0 ins; 0 0 ;34, 0 430 ,20 0 as Reinforcing 381 x- Aa,a Bass in 10" \1181111 PR; .35 n;881 071 5151 (5010 '51 ‚2,31:7) ;41; 0031-70480,1 24) shaing 745 111rIM 41 200+0 501 '02511')' 41 201080 831.43 20S+ 481 1:00. `,1,' 61'1; ---aRtp'.131V4 Vr1-•:C11M:a1MV11,1a1a1r1F:t0,11111,„a11ta1111111:1WP,1a7'111,2,511,114-EK11,,°Mpaa'TS11311'1,11'111asaak111N,Ig'1fqoow-',Irr ers,r1 018,3- tstnerikans )4,s4s3 !RC 8, 651:10 7 10 General Information :101 1314-)porfi9s a Cn 0071te '4/14011:11:11)' 15 71,050i Fs: 133-4.035 7.1.588. 51035 •s5, 3„r's 4s 00s F189,87, /00.0 0,830, r08-44 1,1' 0140 0,13:44-.8e,/ !Se 0' 10889 14:7, 1,1;n .00.380 8:atery a• !kr - 1-7214 0044,8 t Dimensions 10,,ca 73 W311 1 430 14 .0381 ! ;48n8ss 4 0071(.53:a: tr„,0 , enter sa' 7•,-ansr n Applied Loads . 0.5„,n3 4:41 OB '31-x 3EE.111501 f.31..)1411,41ARY rs5 k 0 25.48 8. 1 85,4 •9 3 9! Oa r • ,4) 95 0055 '11 Oa 3,1; 1 4. 54"; 172011:4:1727 7-11, 0:1527 4'+.3 4.1 5 +1 1101,?? 40.5( 1334,10.01 7213a1i 71:01,345kaa Sca 71„aeng Leses7k Fit'utt07 t':11t.t Sral Pass0e Res saikkak ;kr, 81-535-4; 434410,090.4-!s15 1e72:38; (43:20 Rf:jta'failt'f; Saaa' 34 fka.s. h,e). 2 .1 aaa:5 ai Ota \' 72, a701k534;488:4.74.11 13 0 84 0,')':: 1.3-rara4as4 450/ 00+0,144+1 Bnarras, 0414,00-42, 0 40 .3f4a0.3105 r.8,148j 30713 Issf 2545724 0215 71 0 0 la ) 011 k 1 1 48342 4; 0 t."3..!,",t tr, 4 5 Reinforcing >7. y "1 3! 53'0 '3 12" ..•5;d11 7;,38,7-..5,1nrj Bar 13 -ars 0 ssf Yes 3507, ps! 0 30 No ska 71+1•58,5 155 37)1') 4! 0,44,043 501;40 0.+4S+E, +1 3113+5 301 '3253')' n'a Ss) s fr faa, fkia. KAkfiff.trwa-3 On, 333.3,4Rrad -11Aalf A 30 N444.144:9 t 00, if43 roN, 4:334,1343 ratu3.5(4a14 11914 +5,6 Wall Footing ?NEP; 19.1.2 1175 1460 .0 92, 9.414 6 '2 9 '6, 46,436-0 12 9 : T.:N:11K 11:t!;r17.1'611'$::12-N011e4lEaMAIROX44:35EREARS 7642114.016% '405',V,a7C1131111371,417„U.r 0,,:,, '71:1:7 Detailed 04su5l5 772:) laa13,3.3 51 7 7-12 ksf +0-1 2 742:01 43444-8; 2 742 1:5) `[..),011.8.5.r+5 754) 'Fr 71,112 454 -D-0 7501 -0 7507 sr) 37/13 7s) 443!9! 7344,13 -0 74403-0 433-53 -11 2 742 4.r.J 117)3 7505..5; 75315i 110001,81 2 1324,) , -170+ 7504.: +0 78014-4 3235E 2 747 ksf . -BR; 750343 7305-• a 33304, si 2 7'12 faRk 34,c; 8,7447:,0481-13118/ F-ae.ra Has NO Oka:4,078-8r S18,800 3tabi1111.' 7+00,5 14a51089 (7:4:14 rekunk -1 5, Mloss + 1 '201..;-• 5 sea! - ' 0,1 + ! 0081 9315+14 '1. [VW 50055 1,181 AC +1 24112- 0 401.r -1 3;9_41 0381 0 4786 +4, 73,8or4 0 0010 ',l7n A0 41 24E-41 541.84k54320-1 8131 32)171 5 011 11::': 5 055 '-71:772 41 303,-1 1401.4-3 501041 540 05)1045 Bortem 11)018 01,1170 4-1 20341 601.:49 014 0 23'8 Bottom 0 3058 M,n AC 41 ND • 11451 s• 593 5118 'x Bottom 0 002 77n. Arn3 +1253+1 64;ara-3 31-01 0 313-2 Y, Bc/IttaM 0 0054 1,7: A.0 +1 208341 650 4) 51-5/ 3 '532 Bottom 3.0018 Man 640 41 20D-40 557+1 803 0 2055 5 Bottom 50:242 kiln 70 +1 k-90170 503+1 48315 0 001115 -7 3011051 S0011 71in AC 4-1 85194-0 11,10-411 501,4,k 07283 7Borion+ 53047 Mrn 70 41 71-3,4555/43 515,':'.1 751533 72 Bottom 30014 fAn140. . 41 2743,-5 574.80 14045-55 023011 Bottem 20042 1,)t0 70 1 20D-tt 0 5A. tt-0t KSiVt/ 355119 45. Bettem 30011 WI AC +1 280+3 535+0 27-3-7 0>305 Borksm 535)42 71;r1 AC, +1 2004,0 551.4-3 ;;+,'SstR 0 051 5 +41 Bo•kan 531111 71-n AC 00441'0 -ay Sikaar 912032 ksf 0 1702 4st 0.15,92 1-51 14544s! 172.41 ks+ 145-14,sf 0 1784 4sf 0 1454 7st 0 1784 4s+ -41 • 1 21-040 5504, I !Kr, ris.H ,r7472175:72) 5354-1 .1.-4a1 41 25041 8071-44 5'2L • 1 58'140 5055 • 1 341; • 8 50; -3 84410.0, • 2345+0 830. +5 123/3 +E. [Wail Footing t1.1,7117,t1n sttt.„7 D331,1116dReS9113 137111:43.05e) 0 CS! 71-0: 3 OS: 3 D4, 74:5: Lff osi 7.4: o 311' 3 015: 0 caSI 0 PS, 10 5 00 3 105 10 3 105 13 5 "0 5 105 105 13 5 125 105 105 -105 155 10 5 82 1148 0o; 57 155 85; 92155:,:: 82 '58 ;.,r;: 32 '53 L'SI 'a? 8'2 '80 ,043 32 172)14: 92.109 850 172452 ksf /41375) 571474)1 2 C88 44,4 ! 455 4st 3 0148 461 1 45545) 85813,1 ' 135 4sf .... 4 • ! 5342 'OK 8 082 08: ;3 11 8 352 0K ra + 1 8 382 OK 1 0 '1 8 362 OK „ . 8 382 OK 311 9 382 OK -21:8 362 OK 4 11 5.3E2 OK 0 '1 5362 OK 6') 8 362 OK 31' 8 362 OK 0') 8)62 OK 3 '1 8 362 OK 0 11 3 362 OK 0 11 3 362 OK 9 11 8 362 OK 18 362 OK 9611s . k 3 04< 0 OK f) 05 0 OK C. OK , OK 0 OK 0 OK 0 OK 16 LT La 44)5-,a-wd 7040:-13a-34371 Gt.,' 9);: :-.6,15,5-1525.4+4+5.4,1-71311.0 4 96+++?9•.a1ka.159.,Ca1c5151+ +39 )‚0'.]'1.,,7' 47- F.0 d 5 '2 15, ye, 5 12.9.19 lq.M41771. !Tk ';;;;:71415.0041 1++MignagniMntralItMar=4=1„ a rt. 0 ;:, 16414 4s! 00;n 40 -I. ,1-1 1: 545 4,5! 5 0 In • 7105 75410+5 7531 -1 2 1,45 ',0,1 0 0 in +41+9 744741„-5 753S- la 2 645 7si 2 0 ;a spaa 7511,811 7571-0 484'3311 s:45 ksr 0 0 Kt . -,045.750L...7 75347a1; 77,340s...; 3 645 4s1 0 4 01 . + R + 0 7501..r +3 78,01,12 520773• kr 2 645 issf 9 9 n , +0+3 7353,3; 730S ; :1 7254E -1-i 2 545 '4;,) 4 0 0 00,8rirrikkag 5)35o5ity Fr 838 32, 7)70 8. 0 34 335.35 rra 783 e,d 51.4;0105 ! eerr•5 8144100 85,0,e0 F4085814184.7004 41 130, + 1 430 21'O7'6 531ra' 11727 1:1) 2-31)`).') 572, );))))) + I 200441 013,33 353-41 0711 ,)OQll:),15)r+331 41 2074+1 55 7-7-71.) al 240543 5,44.51 03,'12 +1 208.2•0 1141. +1 0033 :1 201080 501 s- 3 50r. a + 1 0130-0 351044 i A;n-0 50) ,3 25'345 530+0 503-07 -41 2915 02 893-11 20S-0 +1 433-0 14;51_ ---77171-)' is, " • 3 ; 71. :17-7;,: + 0 4458 1+kt 0 8713 7s! 0.8-14747s) 0 51-49 kxf 0 6142 lysf 5 is' tVai sl 3 5145 as+ 2<1191:' ",70 -ala aa 1-3; 4 445575) 3 5713 454 3 5149 4K) :a 6119 7.5) 4 61-19 issf a 8119 7r1 4 81+40 'a9f 0, 6140 7+,1 OC!flo, 4444 4-1‘440) 2227 'a 77,40 39! ;',3)(1)0+3.78 113:,;14;1+41 c;,,,4 640 44 44(0,12 0 0026 Man A0 13 5 3.3337 Mtn ittC 105 `) 001 4 402 OK 501 OK '44142C01 2222 1) 2577 n 01-4 -111 tr1:11 ,:?.‘ 0-03 110;1151 05 K 3 0:1 6 1;025 4 11 OK 9,7'1.1.'-1;11'1;44.:1112222922 • ;•-•,', 3.813B•i!!r''rr::;nr11,0 11 OK BI3s,:;11n; 0 0328 1,1in 70 13 5 OK 4 402 OK 3026 141;81 647 15:) 11'111, 0025 Min 470 111 5 041: OK 88042 550-73 35 53:1!•45 5026 Min AC 10') 4 0028 Min AC 10 5 ;a 1 1 7 11,1)•4 409 ('1: 6, 03! .31) 'r;5';(21:!;11 11Y:T1,'X\ 1(3,::1 '10° 44 4151)22 315 0 3326 Min AO 10 0 4 402 OK 072:25 1,1811.01 1-75 • a- !, 80,10m 01< • :+7) n ,,s, 4 r!s; 5 r's; 82 188 30: OK _, :,,,J.,.,;, 5,k,L.,4 6;1414- al 3 444 5,';, 0 Pk? 82 '38 845 0 OK • 1 2140; ' 9091. , I 5383+1 831-1 0 ea; 4::: 04:5: 92 '88 rss; 0 OK s1 323+1 50)+4-4 501 04-5 0;05 0 4184 82,155:,:: 0 OK :1 2614-0 501,31 6331 072: 37-2: 3311: 322392:;: 3 OK 41 24D +0 85k1+1 17+41 +01 4 ras4 0 r0,--1 0 ras; 712 13.8 485 0 OK 51 ',:i+D-40 334..0 kes.;,-.. '+ 0k, 005) 501-5 82 +58 asi 0 0116‘ '1 231,0 15 541.-0 203- L '; 0.5 5:, 0 P5' 52 0113;'s: CI OK Wall Footing Desc:Ttion 334-32.1333 FTC: 19 Cede References 7154' 5645116.6tawl 566:+1)74115354,1575 Crap4,16565159553+65503.351.14 C'5:7,':"41-1':01::7710' 71'2'(")' 7157111. 030,13)3-71') 8.945 '24 '472:b'5 547 lam 7,1slwrom..,:-....;,4,-"ankangwastmasr...cm,mara,.7,74,mt i ,008i c8,,,r,8,111,01ons 01saaci 7010 IBC 77630112 (-10 General Information_ Vot0r.31 Pt 01.11aftita'7 1'1COnCria.e 281day sissegrh 8 3 0 7s; fy Rebar a'sria a 60 0 ls; Ec 0rk171teto1.0,st-31,15delus s 3 122 71 1,5, 007:711e D:es,,ty 145 0 ;117 •,) Vrthlta: Flexure 0 90 8,15rar 5 0 750 60a4571s 31-1113-36.36 Mill 515,5111 0eed,1-,a Red = .0000010 1.1,, Mc* 34 Tramp Rsker --- 013000 :0 Min Oven !,80ing Baferfy Foster 4 1 0 1 1.110 Slid+84.) +aark'y Factor , 1.2 . 1 64:1100a141 ooting WeIghl as DI. Yes DiMensions S,.);) 111o4sl7)0 i-115swahlra Beanng 2 50 72) roe8s48.11.3,;orrg By 70711,59 \61,3;g1,1 11:30 Scd P,15,,,,'e Re5islance )lo: Sliding) 250 0 .08 Sod1Co60.41c Fridion 3oe0 0 30 Bar re.‘7,8•0 based 01 4:4013:1 01:41)1: Rr.r88;!,-:0 Depth 184475k, S3r1ase 11 klekv Prcss,rre iicrerrse per lc'1:) of 4.-08 ksl 05945 hose rocaing 14408.87 7:1';) 4/10,:'-. Based 4411 footing 71,517) &low 2,3550re Invease 7272 :77(21 of width 72! wirer+ frkokncj ;s k\ader, 18,4n 74 Reinforcing ('acting 74/;64 2.0 8 Eskang 10 q.k,rtes 20 0 In Bars 10017,1 13-13 70:7 Wall Thickness . 3.0 fr, 7:72: 12:: l72ine14.4 F5.6„;a: 01 0,41( ,te 14 ot Bars ,r, 2" 658151 'Nall renfer 0140+41 al P.4583,0 of 1058119 - 3 0 ,r, Rea+fessang Rag 34: from contc,r of '7:54.4 = 4 5 :14 Applied Loads P Coiurnn !Bad 0,13 0,0,130;0;3.,1 4,1x ar!plleci DESIGN SUMMARY 0 75O( 0)40 o72,e 177 of fo,31519 P00:0 35357 Sca• 5e3r 1 455 ksf PASS 054 0%ka1orrirg - 20 7-14 0 A 1., $ !35-1 31101:6j • 5-5 14 0 k 1,6193S 57-1 45p1-1) 0017 11A81) 407113 77)::::: r 745948 441 1'005 0 70451)1(1 faX) 020)56 17.11 PASS 8 'a ‚05 77'2:411'5: 30 osl PASS 0 0 154 -ay 31,44ar 07/ 0 0 cra 0 0 2 74? 1:f 0 0 la -3 0017 11 36? 4-9 8 362 k.f1 52 158 14s1 0 0 351 L22,314., , Ncatatra arg.3affikeR, 100 534'rq N.41.0•11 25-1.0 8ccoro 585 •124[2'O 500,30 Wall Footing 41;02,q'. 55.154 p,c, Detailed RE:suits Saali .7111;348..418., 1 1 1 115 01 ;16:51$5111a4.5,51,35514611;31 941724 0:419 5944-541 4 t2969.159445.33934,10,;ti166-309'56341336'1513415-Zt4; a-.:30; 1 la %Pi:94X. NC. 1911947112, 6'34-6.12 ? 72 49r 0.12 9!5 , a 7t311V ''-'11'44nrarinirealittrairratta"Ma•ntakC91V,12=trgat-LVaraZtriZt u 1 :'424s! 2 735 -30 3134H 2 742 1sf 3 168 ;rt 724-0 7531.640 75008H 2 742 161 3 03213 '-371)7115) 7500,0 15071+H 274275) 3 382 84 4343 7501.35-3.7501„30 52500-H 2 742 1:4 3 082 in Overturning Stab,lity Foote -ex, Has NO 0,3olurreog ,C:ltd log Stobility 1.5033073 Has 100 31-1:0',) Footing F5'xur.4 31725 7' Tea+ 0 2004 1,0 1 033 551 0 1784 kst 1 453 7s1 0 1839 Ls) 1 349 X51 12„3, 0 1839 4,s1 1 349 rt.F.t! '319)37,) 1 349 ktif 43M.5 k 11,2684 -0, )1'2 44'2 4 '1400 0 2593 X Bacom 3 0045 01;,:, 643110 !) 011 8 3E2 OK 41 400 3 1,5039 45 ilotton 000:1 Min AC1 " 0 X 1111 -3382 OK 11 20723 5r -,L,,.1 c.-,ot..- 1 605) 0 2366 -5, B:itiorn 0 0041 0113 70)45 3 11 3.352 OK +1 2004-3 501.341 6404-1 60H 0 05948 44 81,5155.1 0 001 Mr 26.1'0 5 0 11 8 962 QK *1 23Di ' 501:331'1U 0267.4 -X 5530•7,11 1)5:547 Mtn AC1171 5 341 8 362 !3K, 0 073443 -5. 134".4.0;1 4 1+ -41 2315,1 0 -"Ls -9 850.i 3 2084 x 5,43,071 1 00'17 1,1?.!A -, al ...:, 1 1 , a 332 01B, +1 25341 671F+74 3071 0 07333 +X Bettom 3 0514 Mn 70110 3 3 11 8 852 OK +1 20380 500,0 5e1, -,x41 0 2366 X Bolton 001541 Mln AC210 5 011 P..3b2, OK .1 243,0 5008-4 551.7W 0 05948 +X Bottom 0.3181 Min ACI 13 5 0 11 8' 352 OK Doe Way Shear 410 75 4 . .... .. .......... . . . ',4 1,..3 !X x' ! !14,,, 3 ! '1'11;0,45 . . ..... .... 31400 0 ,s' 025, 0 301 02 158 os, 0 OK 3173 2'0 511,, 45-11 6013 0 osi 0:451 0 osi '1 12 :-'s: 0 ON :)333+1 901.Ps3 501 OPS) 0701 0 ',:asi 82 ,t,!,-.3 8s: o OK 74 213D3 'I 001,430 50',6, Ops) 572, 1,-) '0Of 82 158 es; 0 OK 31 2T+0 55l.r+3 501_04 0 osi 030'3 11:53 80 148 CaS: 0 OK Jj01 11111 111 1E1 1.1 111 Rol lel_ 1111 111 iTflhI ulul EXTERIOR FTG A INTERIOR FTG ,C 1 It • #441, ‘4, ‘2121Z.Z2227Z/79. 1107Z2.4.6-65,16.4.24/3,131,3.6.4 2X4 STUD 12" 0,C, D 2 EXTERIOR FTG 1B T11 11311 ii101 jit "lc L!! • I MI 11101 MIR 3 111 Fir Tifil 1 fLialmili uTiI I THE BES7 OF MY KNOWLEDGE, MIE DESION DEPICTED ON THIS DRAWING COMPLIFS 7175 246 APPLICABLE MINIMUM EARLDING CODF IN EFFECT AS OF DATE OF CERTIFY-WT[0N BELOW. '14.4•4143! 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 El Li C\07 ot) ad - CA 1408 470 ,ar) 3D 72 72 5 rdD DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOUNDATION CALCULATION PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S6.03 0 ry SERIAL NUMBER 1010.0 0 LJJ (1) ce 0 LL w ck. 0 w w 0 0 uJ > 0 > LU Lu 1--- uJ CC: LIJ ce c uu IL UJ 6 F 1 ce 11.1 01.>11 (1) uJ (1) ce 7.D (/) ce LJJ 0 _J 1.1.1 "Z. (1) 0 0 0 (J) 0 (1) LJJ w 0 CC) 0 LL0 0 0 0 0 LJJ ›- 0 11.1 0 (1) 0 a 0 a Lu (.1-) F— ) 0 0 uJ 0 uJ u_i 74: 0 27: 0 U) (-9 LU 0 uJ 4-4 0 U 0 0 LU --444 0 uJ CC) 1--- n LLJ 0 ' ) ) ( 11) 15 1-14)14 1. i 1(5'11 51)1:2 Cod )2; 1-( si414.8) 2010 mid fclercnccd 111isls I .0!\11181• 1:( +1)1 P4)4.11 \ I RUH -)‘2,1 4'. Ruul Deal 1 1.4 r,l4.1 11 t)( e .(4141 40 1,1(4 1-14(18 144.8141 I.uiul „ 2 5 psf \\TN1) \Vind tipcc41 Vull). hspourc 14itepory ..... . 11 lypc, ..... 1;.ncloct44,1 lnt4:4-11.41 Pressuis-: Coerficicnt -) 5011 \u)J .2500 psf. ( N11.` Scl 1\8*1-. 80 psi' ! psi 2 pst 14.,r Plc „7,0 psi for Pk Iv(! 8,i1 ()41Alit .......... 17(11;31)1) * I 3 UI (Nom] rooltro....ses !s,luipe C,411)leti 1.c1dur4, ".-114)1)4t I .) 21 \V.\I 45 hstcrior Lim. runnin.1 bond. rciiiroived For first story oo4.1 hr,t11111 \\ 4111 .2..).(()inin.LI/ 1()- 111.1N CO1'1(88081(1 814111:41 11421‘,21111 -2.88,411811 ‘,1 \I' 171,2111c.81 1.11Q-4.11q1i114.114218041 NA4(od floor irtissc, ( )( h.lonent „ 1- cintLicte uiI,_11 iiiidu hdges .......... ..... thickened iiiuiioIiiIii 11 1111 \]).\i 4)N ........ 2V144no101144:: \111.i 4- .,144.1.) 1),Tth thickcnod niu lilNc\lll 104-)111w, 58 8,1( E.28. Br. 2.28,1C.888, 71481822,2 84.11S8.8 5.12818,28 888(.8148;1,84;,12 8.2i44848.442.182.,c8.t55:721,n8884 E. F IVIasonry Slender Wall R2'84'.I.ti8UAI'a(aN'IF--82r(I.?(:a.'21'(fi:-8-XiS'8R-ngnf.F5N2F.-gifg.ggl((-V.W.-SWitr"9mtkWYi';gtVt5Vr'il''"'"'' P4 ':-4.•,,,ii,,,- 17.,4,1.... P4.4renchs 1.,,,,54-, 888-;,t1,;;;ns I...1$4-8/ : 2011.1 IBC 5 ASCE. 7-1') 14T'orn455 (".;;-(4.„i4-4.-; 44,,,s Con4 -E;,!L..:., ,,,,,,,,,,,,v 1 F:4() ks, ',.,,,,T:m ,v,,4141 -88848),s 8 8) 180)2) D;fi ac8-8,, _ 60 (,) kr,,, .:4,....,,,ill -if•84-.1.8,t.,,,,,-, 7 t."21.) ; ) 1•,1,-, t47874; 0..,128-4),,I...)88:10,0, 13-8.,o , 15(10 'r r . '8:4•,,i.8.27 61 0 p,•,, 8,...1,149.1" d•s1)11.8.e 818 ); 4,,,,•,,,;;) )„.;48!,;(8-41F,148;18 - 0 0020 -2 900 ii ).,875)1...744.4-,IR81.88 1.1,8: •,•I 1,1848 , 8 1171A Rat 5;7E,, f, )8--)8Saa5,n.a 414 0 85 (4446410,56,4, 140 b4,..1 .1,-..-5-ma2 Wetbbt 55 074.) 1.4644410ry14.144.11r5bm;00s14.40.5 C) 0 tt :4,50 1.4., 5 B614050 44,,-.;„.J 17,i8;81,•4)1 48,18•)i-0•1 ;8948.-1,1594,8885.1 4)4'4n 2•1:1 (MJ WALL 1 !. C511; 45.411 1) 1 he rn,15 s ind 14441 !Or is 4(4 44.f)11115)7 vplied loNd cornbimition) 2 1lie 11,15 ( 511i s\ 311 3) Gras ity rum» floor is d-rs65'2. 455 p1! 41 Gra \ lo.141 from 7)04! is 325552 StiO pH' 4' 0 . 1 ]1c \ll- '6,111 II% ind (15 21 ( 51)j \\,..)11 1)2 he m-44 s \\ :1141 \“411 1.1 46 114d' 24 The nas C51L \\ hcight is 111-1c 3) (r1,1,1), 10,11 how '005 1 27\55,.2 330 p11 11,42d so rch:ir with 41ot1f O.C. is OK. 114Q ( NU! ,:uificic.mt to is2sist the dcsign 14mil. and \‘ind lood. OK. 11 C 1 1 \ I I1)4). m415 wind rid for \‘‘ all 4. 4(4 psi' 2) 111,7 inds ( 20) 14\ allhoght is I)' -I)" (41 1 rfoor 3) ( ;la ily 1»4141 From floor is 2$'s65,2-748 plr O ( 11,11 Crow roof' is 24's55-'2. 660 pH' t :sed i\:14217 ,44 4 0.C. is OK. 1 ( 511,1 \\.,111 is sufficint thk.‘. design lis ;Ind lodd. (3K. FOUNDATION ANT) l..1P1 LOAD FOR ROOF TRUSSES [XT1,:RI()R rr-0 Story 1) 1214:. max (.H\11.' ilk:Ight 1(4 I (r 2) (il-j1' 104)d Crow L;\11 \sal] is 10\80- 800 pH' .3) ( ira\ ity Hid how floor is 14'05.'2 455 HI 3) ( ity 1,501 !ion) 1,0441 15305 2 )) pH' C4-8001155 5-850 2135 plr 1 pionolidric k514) 11071111: 2.(1,\25000).7 355(1 2135 0K 15) ,131. h.11(.W 1 () 1 Story 0 1 he iiiii. C511! 4-111114)i015) 2) OA\ ity load Crom (-510 \vall is 8800 pH' 3 ) (3i;o iiy loud limn 7444' 45 1 2.x.55 -33(1 n11' 0 81401330 1 1.30 plf monolithic rootiq.,, 111,.‘ lodd copacils, i 1 33s ?500 0.71 -2360 1130 OK Masonry Slender Wall 4818( 8448851448.33834EIN12.88(82(438)8.848228.501,.C,244,6 E8.14150870.1592 1224.3-3012 113..14. 8812 () Ver 2915 '4„NATAMISKSitEittria4e4-7rkifIfiPAWAVitiERIMENIN-'47,041TEMITZ144It:!;,„ DESIGN SLIMMARY G44,4.,44,68.) Load Cont,b4ion 14,454,517ap55,1y 0044•14/41 ))40••8•4: Da5€4.14154...hec1) 41. 4.- Vel ' . Lo -d 584:88; 7.1 • • P,,,04887,7'0148;tc,18)k 1,1,4,-1,4r Mon 884(8848,k +1 4013 (1,55)11M5ya754.1411 00intbnatIo115 -145)r4045,14t$4. Ax,44 1,..4481 8,18(4,42nt 1/41152(s 41 6 " PH 0 281)82115') 1,14.1 5181 5).111.4121 A4.P,t8.-, 4483 4,,,:41 788,1 88,4184. 48481 1 , .E.(1 88 al 9 89 4n 171): (1 4' .841 81:i 1 9 87 In '8 88 .41 C., 64",-.4 1773 ;125)8;41 7;'S41•7•7.; '; 5)1 818088 8 8 t.; 1010 Results reported for "Strip Width” 0112.0 in A414.4,4.1Ib44a515 Valdbb 1\141ximbm. t3enclinj Stress R61.10 = 0.6610 1.4af, ME) 1 01 1 ',.`E 27.07+ r'El.F1 FR.J1,8 271 4154 4,15:47825)4. 5,4418-.) 1174 5e5H.E715)2 0 44 17 1,)c44 4718-4v max P.,,)1Ag 31 330 7, .15)15) L071-88 167 0on15)115g 5+11.1 0 001(824 7,5'88;888; 1'2,414-.1;42)s II7.)2 H870881;11 &Ise Honzor1211 ri.! Rn5.481,102, 1 52') (-'1 150 0 0 80 2. 300 0 70 As210.1414104; ba! 0 1144 41 441 5 4.9. "7118,8814,1 155) 551 forl..8,1c1Cortina1,08 `7V727012 12) +. - 5) +•• 5)2 0 -I r I 660 I; c, C13880 -- 0,3571 4 2 560 1 1:17-1277:) 9.4.4 11:1' 2112 157 0273 II.1,2•017 -14144 '999:1 1814 219 15) 1710 3(77, 15717 01144 1,51 '8 888, 9 14 8 1 1713 7145 .-.117 9 1111 n 44 117 01')) 12-5 0 075 00(17 7 1154 '74.1,) 744 77) u1094 2i] (7)5 972217 7(16.1 2 828 18 5524 3.11 177 2011 125 0773 111017 0 1144 ^, 71,4) '21 880 74-1 14.7 202 141 8 11.1( ',)2,017 0 1141 1750 18 07 0-44 1 87 007 177 0 .i8:1 77217 0 1111 .11 115 0171 1 )1 0777 0)71'? 0)114 1 7,80 18 880 044 8 '5 n 00 (:7 714')) 72717 0 1(14 0.4.4 171 1170 1783 707;) 005'11 51.1.14 7) I.,„1,1 18 ',8•4 CI 41.14 5 4‘) 1711) 71-13 7 oa ' 7 0 11181 D8815:1 M.37447)1431 Corftinations- Defl.::ctions k..1.80 4,, ;ad & 11(4rizontal 540 418 781\711 118242 P.; 1;),17r 1,15788,11 1844 114 0 44 9181 1 51,1 1 87. 81,818)es5 Duf17441,,n8 541.4ns 1 c'8=4.1.4881 1 71581844.4 De`ler,1,04-; 11.,-482( 181 10 211 11) 831 In 775. 181 10 7'‘ „IQ ,117,7 2 9 9 2 2'18.18, I 9 50(117 )410) 3 142 8 112 ;Y)2 25'282 4:7 7 '2717 8' 7,7)1 V0111( (1) 4. Nall 120+1? 135'2,71 • 1 ) rh, 11-10rr;immg 114....214 is 10' 2) (.ir;4 lo4141 front wall is ION I 0 I 04) pi f 3) Gras tv lodd from floor is 12' \05 2-300 pit' G-10(4)301)- 490 plh 1 ('-4" 1147)144] l]110 f'ootings, 1114: 1414441 4.1i55)01t71 \ 2500 \ 0 -1 -2360 -1011 1 2-s .; 1 tibt-: Ste4.-.1 Coltimn Sloe( Column Footing. • Gra \ its, load 25877 lbs T5),i1 (.15)405 10,14.l 1)0111 15)0 ,d0:1 columns 23577 Ilss 7068 II), -.13545 IN, (338-15 2500)')! 2)--, 3.68 -> 3's8' l"T(i OK. * 1 'plin load: 14245 Ibs, -1) throws* bolt, trus.s henring. 16-s16 C510. (7()1.1.„0'l Grasity load 338 ski s 55 psi 488 4545 bs 1'121411 lo4111--- 338 sq 40 psis 0 "3350 lbs (,'.'11U Column 1:2-6 Gravity: (1518'250(4' 11;2)- 1 37 Uss 110. OK. FT0 Gravity: -1x4x1 .5x 1 50 INA' 83500 lbs 3380 lbs • (.71)10't 3380 lbs. ) SImp!,011 IALTAL-20 4111(1 '4" DIA Sim,pon 111 h.N 111) HOLT (Shear Capacity -15000 11,$) triiss iur EXTERIOR FTG A r- - INTERIOR FIG 141 pin milmi 1E11 _ 1 P. 11.1 1 '1 11' if 5 • 2X4 STUD © 12" 0,C, 2 EXTERIOR FIG B INI 1111 INI 1E1 [11 111 _Al MINI _ _ -1,,Qz,tat.8,8788'8887827,88,.7822.2.-41 D , J '.4. lul IN Milli Il NT* mut 31 11111 i.ri 01) 01 , ThE BEST OF NIT KNOWLEDGE, THE DESIGN DEPICTED ON1115 DRAWING COMPUES *111)4.47 APPLICABa MINIMUM BUILDING 1457(1 )41 EFFECT ,kS OF DATE Of CEITrIFICATION B11.0*. '11141148.15,8, 8))11" 10-04-13 Sang -Yob Lee P.E. Florida No, 72328 ®R C.] < 4.41411 ; 111111,..l 444 E.2 0 1:2 DRAWN BY J.HERNANDEZ CHECKED BY SCALE 22 X 34 SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WALL CALCULATION PROJECT NAME PARKLA D GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S6.01 c SERIAL NUMBER 1010.0 < 0 cr) ce (/) :T. uj Ce ▪ ui 0 ▪ CL. Ce OC) Z 0 LU uJ cra uJ (.1) LU cr.^: 1.1J 0 0 LU C.) LLcx. Cn uJ a- >-- 0 LL..) (1) 0 Ln 0 cz0 ea 0 LU LU cn :E (f) LU LU C-9 u-) 0 c) LU (l) 11-1 0 L) "ID Ln 0 LI- Z 0 U./ LU LU H LLJ 02: 0 111 0 0 <L) ORS SHALL VER 1- 0 0 LLI L) (f) uJ LLI L) LLI 1.1.1 LU 7.< (.01 L.94-1 LU ce "." LLI Ln L.7 0 uJ Ln LU F-- >- 0 0 0 ,ex (r) 0 LLI "57 IJJ "5- 0 LL 0 0 LU F -- LU tn LU 0 1' !- 4 • 7 !"-^^4^-" USIMMAINM,,,,,MARMARMANOMIPPV.14MAWARAPIIWO/610011VMSVOMI10.141MERWOMMIROMANBIN1.1411119 H. ETNACHG, 1 HI MCI 104 743" Wild `-'3%'2" '7'24,3'”) PT AUL) AS SHOWN. :s1H01,1LD PACK LiP TO T. VT. RY CL1-14R PIECE OF 2 :d$ FM -THUG NAT OCK.NG TO ER AMC, PRA/1.1NC I 0 NPA NG, NRA(N NC TT) MAN VI/MPH (3) 15d TIR COM V ON NAL LLI a.. HEADER: SEE PI AN 2 x 4 PCI i. NU, 0 /22" 0 d CU I TO FORM RADIUS OF APE I R-12 Er‘o :“\ r-_0 TO PI.Y \Cul-) EREATNING, NO DE AND OLJ T Po, A 1 EACH LND WI 1 1-1 4);) `6,1 HUN (.,00M1 0 NAILS 3:\ LAYERS IsE 14" P 1, PLYWOOD S111 ATEINC, • - WIH 3,L1J EL AND NA 4) LOGE I HER ad HNC COMMON NAILS AND GORILLA 1. SEE PLAN 1 OR CONNECTOR BETWEEN HEADER AND POST CR STUDS 7 /X(4 A 1 1 ACHED T HAMING WALL w/4 Ir,d 1-1DC .MM 11 13,1W:u31, U C. WOOD NOV! 0R WOOD a N N / I !' I I, I • ; I I '3.‘'• I I' T (N 1 • .-, 11 !_" T ....-..,..,...,..., ... . . SC/E: 1/4" _ 0" ' 1 CO THE BEST Of NTT INNOWLEDOE, THE DE DRAWING COMPLIES W71.1 THE AmicA, CODE IN EFTSCT AS DP GATE or Cif 10-04-13 Sang-Yub Lee F Florida No, 723 Li Ca-) c Li z i1 1-4 cf) L 0 C.) C.f.) r-•• [1] .<1:1 PwwM 414 DRAWN B0 J.HERNAND CHECKED SL SCALE 22 X 34 = SCALE I1X17 = 1/2 NO1 SHEET DA1 09-30-13 SHEET REVISIO SET REVISION SHEET DESCRI SECTION DETAIL PROJECT NIP PARKLAND & CC-AMBAS LOT/BLOCK TBI NUMBER MODEL SAVIE[ ELEVATION N TRADITK SHEET NUMI S51( ce SERIAL NUMBER- 0 0 o (.1) (0) C.2" O LU C/1 LL uJ CD 0 LL1 UJ 00 U-1 LU UJ LU 0 - E- ULJ < LU CC ULJ Ce LU › 11.1 -r d 1— LU 1— 'cr14 >-• L) LL1 00 LU (1) cz > 0 LL 0 s> - LU Ci - 0 LU CO 0 UJ 0 ra? LL ›-• 0 0 LU 0 (i) 0 0 >•-• 0 (1) LL -1 V) C3 LLJ CO <0 (1) 3.7 0 („n Fp( c 0 w UJ 0 Li/ 0-7 0 LU COO 0 Vi C9 M THE DIMEN LLI LL 1 LU 0 uJ0 LLJ ex.^ CO U.J 1.1.1 LL LL 0 ----2x4 © 24" 0,C. W/ (2) 1.6d TOE NAILS © EA EN[) AND EA. SIDE z 1 or 2 SIMPSON H10A TRUSS ANCHOR WITH 10d x 13" 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, --SIMPSON H10A —EXTERIOR OR BEARING WALL X — 7x4 © 24" O.C. W/ (2) 16d TOE NAILS © EA END AND EA, SIDE, -- SIMPSON META OR HETA --EXTERIOR OR BEARING WALL v.vggiANINAMIIIIMIMPPORMI4 E: 4a ALLOWABLE UPLIFT = 1140 LBS (1 H10A) 4b ALLOWABLE UPLIFT = 2280 1_135 (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 ARCHITECTURAL'S 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV, COMMON NAILS 12" 0/C. HI- A HIV f III Irs N1..) 1!--,() A ", 1'1 T 1), 1 ENGINEERED WOOD TRUSSES 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 or 2x8 STUDS © 16" 0/C 2x BLOCKING AT ALL PLYWOOD SEAMS 87AJ 13 8/10:0015 01 AlltREAPRIMINAM 1KN(, A 1 48 C.C. 301!!!.!1 2 HACI! LINTEL OR CONC, BEAM SEE PLAN rfffrr. fir:* r:fr.. .r.r4 .frrr. 2x4 BLOCKING, 701? 0/C CUT TO FORM RADIUS OF ARCH. END NAILED TO PLYWOOD SHEATHING, INSIDE AND OUT AT EACH END WITH (3) 8d HUG COMMON NAILS 3 LAYERS OF '4" PT PLYWOOD SHEATHING ,GLUED AND NAILED TOGETHER W/ 8d HDG COMMON NAILS AND GORILLA GLUE. SCALP 0" 5,-) 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. '.2122-0 kG. ( 2x6 STUDS © 16" 0/C 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. --P.T. 2x6 ATTACHED TO CMU WALL w/ 1/4" X 3 //2," TAPCON CO 6" 0.C. MIN(2) TAPCONS 0) ONE P.T, 2X6 MEMBER 5c ALLOWABLE UPLIFT = 3685 LBS (1 LGT3) 5d ALLOWABLE UPLIFT = 7370 LBS (2 LGT3) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS © 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) ARIMCMPISIOSIM. ANAMBEW 50/71_3: 3/1" = 1' -0" (2) SIM1--..')ON HIS 0 A. (!t!, !)! '1";! WLL 01/ 16" PRJHED CONC. CON F[31 -_AM 1 „„' 7 , 1, , \s,33122 : 3/4” 11-01' (2) 1'20 M/711 rA TRUSS TYP 020 41 ENGINEERED WOOD TRUSSES co 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 BLOCKING AT ALL. PLYWOOD SEAMS 1501081 1' 001 !, I 77 OVER 134MING 7007 cd!7/11-'S,ON 01s 12 37 3830 S2I00P1- RODE 101170 (c_'ALE: 3/4" -_ 1' 0" EASTERNERS SIMPSON LGT2: 16d SINKERS, FILL ALL HOLES SIMPSON LGT3: (26) 16d SINKERS TO FRAMING WALL AND (12) SDS 7"X2." TO G.T. V 1 V 1'-- 0" 07 (REF PLAN ! ()CAI ION 1 1, I ) a_ Crl (-A -4/7 1 \ 010 ([20/[4"207A( 447 /2" 0/1: MAY., 3720,1770 0/ 1014 GOVNON 71110 AT 737 CHORD NI E.R0FC'BON, "i"20. (2-17-2- 22" 210/2" 124 DIAGONAL 0TM, BRACING, SEE PLAN -46 t OCALin , (7' .2" / 7 7 LTC [vnt't[1.71V1,0 THETR- ! [00 07„....-^nEN11OEL 17 rtr_Tv\[:[- •\ 143R0 \\ 1710 (110PD 07 / 0000 1/007 TPUGGEG - CP A 1 /v) rf, 1 v.,vvvvaumvamvva,...mv.,..vm-vavv*.tiovvvo.vsavvvommeomlifflAMMIRO [1' n" — 1— J • H FL- H 27 7 REITER ro 3700. OCR ARCH PROFILE. F "-2/ 07317 APPROX, '2/4 1-101 '1-) FACT" 0 MASONRY TO Ann GROUT TO Fl OW THROUGH ADDITIONAL SJLEL REINF. IS NOT REQUIRED UNLESS SPAN 10 GREATER THAN 7' 0". 10 SPAN > 7' PRCA/iDE ( 1 ) 35, 1-10R7, , EXTEND 3" CNTIF SLNPORT 1 1 1 MMOTIMMeilINKOMMINIVOMAIMINNAINSANDWAIMMOW*rnovv*rn SCALE: 3/4" ---0" '7I (t2,',4 HO',' SCALE: 1/2" 1' -0" 1 1 1 1, i it - ; ( "4 XI 11 ! [ - 111 _r frl 1J,1 1±','- 71/1E. BEST Of KT INOWLEDGE, TOE DESIGN DEPICTED ON THIS DRAWING COMPLIES Y1/111,171 -1E APPIJCABLE MINIMUM BUILDING CODE IN EFFECT AS Of DATE OF CERTIFICATION BELOW, 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 TSDALE 03 ORLANDO Px.1 z DRAWN BY 3.HERNANDEZ CHECKED BY SL CT, Ge'.) •ct C 0 EL1 SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC-AvlBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S5.06 c SERIAL NUMBER 1010.0 LL.. 2:.1-• 2:tf) LIJ cr (.1) Lij o re a LI_ LU LU 0 LU LU > LU c0 < I— C > ...J LU 0 > >LLJ 11.1, 0 (r) n LIJ LU UJ LLI LU LL -1 >••••• cL. 0 a_ ce LU L'Z N FOR ANY PURPOSE t-- co LU 0 cn 0 F14 0 2r_ 0 0 (fa ELI 0 te!C c 1.1.1 c0 0 o_ 0 Li) LU 1.1J :f1C-7 AND THE PROPERTY AR Lel 15:2 ›- UJ 11-1 (1) LU 0 LU re Lu F- .tZ (.r) z:. 0 Jai 0 (i) 0 0 >)- CCI 0 LLI (1) U.1 -4- of 0 LIJ (.9 (1) LLJ0 (1) LU 0 LL 0 LU uJ LU LT! LLI a. Lr") LU (A' (r) ce UJ ' n F ° 0 12J CO 0 0 < E.`"`` cn LU 11-1 3 UJ LU ea_ uJ (.,1) 0 LU (1) LLI 1 0 0 LIJ LU WN BY THESE D 0 0 •••••••• 0 0 Cr: U LL 0 0 LJJ LL. 0 LAP TOP PLATE A MIN. OF 48" AND NAIL VV/ 16d COMMON NAILS, 2 -ROWS, 4" 0/C - BIM. 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 SPH6 OR SPH8 — TOP & BTM. STUD PLATE TIES W/ 10d x 1 Y2!" GALV. COMMON NAILS. FILL EVERY HOLE„ DO NOT USE 3" LONG NAILS! VERIFY HEIGHT OF WALL W/ PLAN CN - 2x STUDS 2416" 0/C 1 ZZE...1./Z7Z(Z/77ZZ/Z7Z,22/12:72:/ZZI/7 .-zzz.)!!zz. >i< 1/1 X 4IU1 24'6). 4) 121 HE T I A 1 1 .1 I 1_ /1,_.1 D 0 26 6/21'LJ 6226166 v‘ip,!1_1( --- SECURE FLOOR TRUSS TO TOP PLATE: SEE DETAIL 4/85.03 OR 5/S5.03 (2) SIMPSON .- SPH4 OR SPH6 OR SPH8 (2) SIMPSON LSTA18 ---2111 AD 21 AHIN2 WAD, - • - OPE'11N0 - (5) 2x STUDS 1N CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" 0/C 1 , 1 I (. y !)(,:,,1t IN, cr. ,,"f/A, LI! L)LAN (4) SIMPSON - SPH4 OR SPH6 OR SPH8 ! 1 I ' ....I I I I I --SIMPSON LSTA30 W/ 10d x 3 GALV. COMMON NAILS. FILL EVERY HOLES 27(2) FULL HEIGHT 2x STUDS , : • T I I ! 1 1 [ 1 [ H ()CR 211.DAT /160 11.(:,1 JD. 1 (1, DX DI "(ANDO() 61_11DD AND NAILED W 111 61 C,OVMON NAILS 24 6" EDGE ADD (," 4-111 D • (2) JACK 2x STUDS UNDER HEADER 41, LL CC (-PACING PLYWOOD WALL SHEATHING H SECURED W/ 1.1 8d COMMON NAILS, 6" 0/C FIELD AND EDGES. (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 GI LOCATION U.N.O. $ 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. 1/2" 0 EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 4" MIN. CONC. EMBED 1 ! ANNARM . " HGUS26 • (1 i" , ri - '1, Hi H -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. (2) 2244 PT— ! ) : H2x BLOCKING Ca) ANY PLYWOOD ,,,SEAM NOTCH DEPTH <1/1*D OUTER 1/3 OF SPAN ONLY 1 : PLYWOOD WALL SHEATHING SECURED W/ 8d COMMON NAILS, 3" 0/C AROUND PERIMETER, TOP & BTM. PLATES AND BLOCKING HOLE EDGE >5/8" HOLE DIAMETER <4>2D SGL. STUD BTM. PLATE 1/2" 0 EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 4" MIN, CONC. EMBED PT, SYP4 2 SILL PLATE 10 5/8" 6" ,, MAX. MIN. SOLE(BOTT.) PLATE BREAK(SPLICE) HOLE EDGE >5/8" HOLE DIAMETER <4240 DBL. STUD WALL STUD BUTT JOINT TO THE HEST OF MY AMOWLEDGE, THE DESIGN DEPICTED ON 'II -11S DRAWING COMPLIES WM-I THE APPLICABLE MITi[MtIM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION NFLOW. OW. 10-04-13 Sang-Yub Lee P.E. Florida Na. 72328 $ EJ 61 Cr) ORLANDO 0' 0 kr) Li DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S5.05 ce SERIAL NUMBER 1010.0 (f) LI) 0 0 0 >- cc) 0 0 LI) LU LU (.) ILU LU LLJ 111 uJ 1 LU UJ ar. (..1) CC tic (r) 1.1.1 CD 0 —1 o 75" u -t U <DOUJ (I) u j o L.L. Li) I -1a 0 1-1-1 „ 0 UJ (n aLL (r) (.9 0 LU (1) CO U) (1) 0 0 0 (1) 1.1.1 - 0 2: c LU ce —.J 0 0 Lu CD (1) uJ (-) LL 0 C", • • : 14 ; `.? J. ": • 'zzzz NOV [NED 000D r0tt:;0148 AT 24"0.C. 04 Ax ) HP. 2..Te77.77:7"1"LATZ.T.Z.r_IX.A.AS,;(77Z177_,ALAT.Ar 10080 ,101(44-0R: 'DLL 0002 21'.:AMING 121...AN „!*.4.." rzZ .;k7.1!2"..:Z7.7:1-21"XXXXX. t r..."' 47".r.X:X. r 77 X7,77 .7-2 (r. PHAN F00 110'. UONNECTION 02 OHL! 0 TRUSS — ' v°°' „A :4 " • ; • ..:1" 4 OLE PLAN YBOND BEAM INBEI PL.AN 1100; AT 48" 0.0. OPENN LARGER NAN " SNRSON 60104 000N DLIAL20 1101, 80 ANCHOR T H (18) 100 x 1:21" NAILO TO TRUSS. HOVEL MIN000 CONCBPIr EMBHDMENT. 001HAP, 1 HACH `DIU 46111 LP AND OSLO 10000 (INC) SHOWN). x2, 2x6 WOOD HASDA 811 ARCHITECTURAL S 2x6 SECURED W/ (2) 162 'CALM. COMMON NA LS, 1x2 SECURED 10/ 100 OA V. COMMON NAILS 12" 0/C. 11 u ALL 2 HP! 6,000 LBS (2 PCI • , 1 20)0) 16 AD: D'NAL)3LLL UHL() 11,000 L8 (0 r)..0 I'D, 2 C/10) -19/82" 020 PLYWOOD SHEA-IL-MC WITH 80 RING SHANK NAL_S (P, 6" 0/0. 1E LD, FDOE AND 4" 0/0 DIAPHRAGM HOUNDAHH (FASCIA) 'ENGINEERED 10000 TRUSSLS 0 24" 0/C, 61_1[1.Th/IIT SI -L.1013 RAV\IINGS 0012 LLVIEW - SIMPSON 6016 SU -II C0NNEC FOR H Y2" TEN FL) BOOS AND (18) SDS Y4." x,/, 501TWS --MASONRY BOND BEAM OLE SCHEDULE ENSURL_ 1H10 0160 5 AOL 00001 50210, ." HACH WAS (,)F- HOL-S T;USS ANCHOR: SEE 000E -RAM NO PLAN Yi/ (1) 1 ( 1kr.6 0R01)T 001 11) 0000D. 0/ ARCH'L P LINTEL d 16 OPENING ST PI AN (VC) 11.1)111 50051') DL [AL ANCHOR LLE. EMBID 00005_ SOW VV/ (18) 100 x 1r NA 10 TO 10088. HOVD: 5" 9 0 M V 0090)1106 DM3EDMEN pROVIDD 30/ H00 :ELT— AS ISOLAJ ON HARRIER. ASONN'Y BOND HAM SEI scHE.......mLi SCALE: ,3/4" = -0" 19/32" CDX PLYWOOD SHEATHING WITH 8d - RING SHANK NAILS @ 6" 0/C, FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 TRUSS ANCHOR WITH (14) 10d x 1/' NAILS TO TRUSS. ALLOWABLE UPLIFT = 1810 LBS 1x2, 2x6 FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV, COMMON NAILS, lx2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/0. ) T I ' 21 1010 ()CATE 4" = " 19/32" CDX PLYWOOD SHEATHING WITH 8d -- RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/0 DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 TRUSS ANCHOR WITH - (14) 100 x 11," NAILS TO TRUSS. ENGINEERED W00D TRU`,:=,:)ES — @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 160 GALV, COMMON NAILS, 1x2 SECURED WI 10d GALV, COMMON NAILS 12" 0/0, AL LOWABI.0 u62, --ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BOND BEAM W/ (1) # 5 EA COURSE GROUT SOLID /1 12 - 6000 HS (cH 2301 W/(2) 120 NAILS 10 04 S TUD NAIL 2x 010 PTATE - TO HP 00 '4/(2) 16d EN 00000N NAILS, 21" (2) TS MPSON E10R STEIL CON 0211 EACH 5 10 210 GIRDER 10 921 -,12:" 0 HILl MK 3 BO _TS IN 5" CONCRETE EMB-T=DM=L_NT V CMU LINTEL. SEE PLAN FOR SIZE AND REINFORCEMENT --(DEE GLAD TOR EXTERIOR RAMC VIA[ --CONJ. 206 NA 2 TO TOE CHORD 1:01 TRUSS w/120 NAIL @ 6" 0.C. NAIL. TO 0E02 MEMBER GE TRUSD w/(2) 12d NAILS 206 STRONCBACK SECURED 14 EACH TRUSS w/(3) 12d COMMON NAILS 000V10E 2 -TRUSS 'LAP `:..)PL LOOM, 1 0 t f MP 00 80-1000 Or {-ICOR 'HUSS SII4E90L1 28 TA18 10 6" D.C. MAX 9602 (114 160 9412 @ 16" 0.1— AIN 0 (36) -4" x 3" SDS WO 0 4 SON LANS TO GIRDER PLACE 2010 ON INS DE FACE OF WA 10 alHafflatiKKOVA. • 7-77-77-77-7:77777_,/ "77-77- • 206 TERMINATION BLOCKING SECUETD TO VER T. MEMBER GE TRUSS w/(3) SDS DIA. x SCREWS. SECOND 2X6 w/(4) SDS Y.4" x .3" SCREWS. TO THE BEST OF MY KNOWLEDGE, NE DESIGN DE1'ICTE0 ON THIS 5W 55 COMMIES Wrni THE APRICABLE MINIMUM 15JILD1116 CODE IN EFFECT AS OF DATE OF CERTIFICATION RE/04, 10-04-13 Sang-Yub Lee P.E. Florida No72328 TTSDALE ORLANDO ANGELES E DRAWN BY J,FIERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S5.04 Ce SERIAL NUMBER 1010,0 AND DEVELOPED b > LU I 0 LU :< Lu LU LU w >-- LU LU 6 1— uJ uJ (1) Lu 0 cL>U.- (1) LU 0 cc) 0 0 CID u.1 0 (J-) 0 0 0 00 a LU BLE FOR ALL D LU 1-- uj LU cz CL: LU ce 0 LJJ 0 1,-•••A U) LU LLJ De a f) Lu 0 LU 0 _ L) LL_ 0 LU u_r Lu uJ 1-- 0 Lu 0 0 Lu 0 BY THESE D 0 (f 0 a 0 0 (r) 0 uJ 2.- (J) LU 'Z" (i) U) j_ ;;;Z TIONS FROM >- 0 LL1 0 a LU (1) uJ LL_ LL_ 0 • • • _44M.Ja44,44:44444444M4.4224.4 _42_444a44,44,,,,,714.Z.44-4.4.44444:4744.4. ,,,a'AXML:ZrZ727:7 „EZZZI:Z4ZZAMM,4Z, ea4a,,,Ja.,,4,444,44.4264ZZJEZ2:242M2.27_44a4J-4 (.1 1-612EC) , GOE1 T. END NAKED-- E0 IR( C 166 TUC 1OMTACT1 DANIA, EA(6-1 01"[1 1A1)IL1I1. HUCK': [6:02K) (), [0(02,4, [- \ — (:)1 [TYR ", G [ Jj : 4 ; Jr: I IEASER 21 (6, FLuCK1166)) (2) 1' A» LOH EL (,) 1)66 (LL :1 PSG N I 0 KL). LER IX' PLAIN OH SIMPSON (2) 0312 \[1. 0, E PI AN T.0, 10i-)AIE smPsON SPH 6 16" 0.0. 220 WAI . (BRI -18 1 OR 28 \NALL. \\[-- NAIL 11DS 10(1E.6-11 1 VV/ ([ Lc)) FACIA1 1 12" 0.(,), .i:;(1.[°( ' ° . .• AL 4. • 112, I SIIL I )'6 i'sq) 16" 0.C. . A .1.... A: • • • • 13(,)1,1H1 11J1') 14),N ON TB 1218 —(2) (1.)1m 1, --)0N p -d -A18 EON GIRDER TRUSS TYE'. (2) 2x BLOCK 12 1/02) HEIAL20 SS FOR CIRTVD THHss LTP. • , f.0,B,F3hAy (1°1[L [TN F EEL PI AN )6/1 AND RP h 4E4? • 1 NAMIAIMAWAA.AWW9AAAA0AA*ImAim.. F DONN' L BOND ET AN/ IN/ (1) # 5 EL A COLLRSE 17(.1)UT CALID Ci0ORD. 0/ ARCHL F3/"U" LININ LTV 0 CELL), © FA. DT) OF GPI NINC (SEE PL. AN (P(12'.) HE PLAN 11F TO. 1(2.3"(1`i'3[2") PLYWOOD WAIN, CHE A THINC) SE (2.[JRFIL) /ad ETGMMON NAILS, 6" 0,2. HILLE-.) ANIL) Pr_ 0011.v Ho. 1 BLOC,KING NAIL EACH [AMBER. THIS S A SHEAR WALL NAL IC REOUIRF0LN LOWER PCP LON OF 6127/OOD °— WALL SHLAFEI NO SH AI I 1/161 ()VT2 IL 1 RUSS 21(1) 13 I M. PIT 7' L A'S SHO'41' [ GIMEHL[)ON LS 7/18 - [)((. 16" 0.E. MAX 220 RIPHON, CON r. 01- I RI) 0/(,)1-) 166 1160 COMMON (LA LS 27/, P T,6 OCK NO BE 1 'M 1°._16J (PLISSE LIT HU) 0 101 OF BUHL) 1:1 LAM (,$) HI 11 2-- /F, PAr, /1 18S56, .177" 60 1' KNOCK OU OEK "'Ai/ (1) # 5 EA (.10DE1SF E2/0L.IF SOL D SCALE: 3 - 0" '7' WALL S [LDS 11) 0.E. 0 AY. sEp ELAN 160N WAHL_ LS I1 J0 INFORMATION (JAE )6x2 M. PLAN: 10 R11,:"EUN ([,6/166 (6N'( 11 (62)6 7 ' W/ ;,..))1(1.'(-1 3"(12/32") PLYWOOD Mil SHF A [Ill NG IL( 7/1 w/86 (600 11 All S, 6" O.C. D AND 1261 , AROUND 21 1106(12 NA SLILATHINO TO 302 H AILS AND EACH ME MBER. LEH'S IS A SEEAR WAD_ NM lc NEOITIREM I- °CLING (6,1 DE LI '\N) SEE PI AN AND LLCM ONS FIC) S 7F AND PELT ORONO. (PCP.) 1 _NT. NAIL SLE PLAN 2ND FIN. FLOOR LYE). P21 -I FLGINEDNDB 16" DEEP L '111 '2. SUBVII 1 SEIOR DRAW NOS -OP REVIEW AND APP RCA/AL ELT (i )10 0" 1310 OF TOE) OF DFAM PEACE AN ) W1RAP 50# P001 1 UNDER OR AROUND I HE 12 LSSH 10. CHOPD TO I DOI„A A.71, 2.70) FOR G1O1,E01 OR a41111410MMIAMWEIMM=WM. 2' 11111. PI A )I: 10 W/(2) 10c1 HDCI CG1',,IMON NA LB, 03. 121 201 TcLI Ala- ° 11' 0.1. MAX mArmIto,44. ,AAAAAAL SI \ARSON 1i5 ';((/(,7) 8d X 1 11[30., EACH END. IN ADDLE ON ADD (2) 16d HD()) COVIMON (VOLD, 101 - 6 All 1.1), 1 TA. (SIDE - WAHL 1 FU DS 0 16" 0.C. MAX. SEEL HAN FOR. WALL TLY UD (11 ORMA F 12X6 NAIL (B.) 1(2 CEIORD OF '2U SS w/12,1 NAIL © 0" 16, NAIL 10 'VERT MEMUFP 1 NUSS w/(2) 12a NA LS 0 l[RILSS L TV. FLOOR 1202(2( (["(J) CAC BEARING END 2X6 SITRONGBACK 7/1 1250 10 EACH TR uSs w/ 3) 127 COMMON NAIL PROVIDE 2- LAP SRL CE LOCATED 1(LINER rOPOR 1-30111 0 (SF -LOOR' 1 RUSS 2X6 TERMINAT ON BI ((K 12 SECTIRT 1,) 1())60 01013LP OF [TRUSS ',/v/([ .3) BIDS I/4" A. x 56' SCRE,W6. 1L .'ll) 726 w/(4) SUS 4" x ,[3" SCREWS. ASPAAVATRANNANA ELL SEE PLAN FIN. FIR. J1,"_/_af_171,r_7.7.4__,..4 a a a a, a1,41.1.(...Z1111.Z.,7:12L:4111— NN NNS: i[NNN N FIT SEE PLAN [ I I -- PR I -116'0 >r< SEE FLAN 2ND FIN. FLOOR I' LOON SHEA II IING U.N.O. 4" 17/.: CD/ )(WOO') CI UED AND NA LED WITH PA COMMON NAII S 0" AN '. L) 5 11 EDGE 10 DIE B .FST OF MY KNOWLEDGE, THE DESIGN DEPICTED ODDS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN AFFECT AS OF DATE OF CERTIFICATION BELOW, 1O -O413 Sang-Yub Lee P.E. Florida No. 72328 LL4 Na, 0 LI <Li c/a <r, L7::1 P.] 0,1 JZZ, FLORIDA 5") 2) 10 1 DRAWN BY IERNANDEZ CHECKED BY SL SCALE 22 X 34 SCALE AS NOTED 11X17 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKU\ND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S5.03 ce SERIAL NUMBER 1010.0 ; 0 LLI I 1.1LU .1 !(:.t LLE ce. LLI >-; LU Id LU IF- 0 LU 0 LU 'Oa"' uJ 0 uj :› uJ 0 (f) uj 0 0 LL OLL BROTHERS LLI 0 0 0 (.09) 0 UJ 0 LL LL' DE. 1-4 Q1) Lc 0 (i) u_i cx LU tIa 0 LL 0 caC LU ca_ 0 0 Lu LIJ 00 of LIJ I— : < ! fp LLI LLI taC —4 1Ln I 1-- >- cla Lu 1 -- Lu LU ca.. :UJ LLI 1. < (1) NS SHALL BE NGEMENTS OR PI "02. ORS SHALL VER 0 0 LLI UJ Ln 1.1-1 Lu Lu 0 LU LLI UJ (I) uJ cc 0 2.! 0 0 0 (f) 0 cr) SEE GENERAL NOTES FOR SHEATHING SIMPSON SPH4 FOR 2X4 STUD ,SPH6 FOR 2X6 STUD, or SPH8 FOR 2X8 STUD 2x PRESSURE 'TREATED BOTTOM PLATE 2: LLI < cc) • C11 Z LU uj u_.1 LT.! I) —1 LL.I C.7 LU 0 c:C LU J 1-4 uJ 0 CO LIU LL. 0 U- 1-- 0 CID SEE PLAN FOR WALL STUD SIZE AND SPACING TYP. 1/2" DIA. MIN, EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" 0.0. 4" MIN. CONC. EMBED, 6x6 W1.4xW1,4 WWM 02 FJC2 If 1 V19,1.1 SCALE: 3/4" SCHI1DIJI 1 22.01 ZE AND REINFORC 20 SEE GENERAL NOTES FOR SHEATHING SIMPSON SPH4 FOR 2X4 STUD ,SPH6 FOR 2X6 STUD, or SPH8 FOR 2X8 STUD (1) #5 CONT. SUBSTITUTED PER PLAN NOTE: FIBERMESH MAY BE 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL - - SIMPSON SP1 IS ACCEPTABLE - FOR SUBSTITUTION OF SIMPSON SPH r )) HIMMOVAIIINAMMAIMM).NMINNAKOMMMOTRIPITPWOMMAIMMUMIORIVIWSWAMSMAMM 1 " 1-#5 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) TYPICAL WALL AND ANCHORAGE PE P 2 LAYERS 02 6x6 W1,4xWl. WWM 60" MIN. LENGTH. © PEI /METER (MATCH F.F,E.) SHOWER PAN, MAINTAIN 4" MIN. SLAB T HICKNESS. PICAL MONOLI OOTING PER PLAN FOR SIZE AND REINFO :ING 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. LI LJ AB ON GRADE 1-45 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) I fl\A/ : ';) I [J V V `, I _ 2. SCALE: 3/4" = " BAR IN BOND BEAM SCALE: 3/4 I r LY'1L 111 U CA;. .WARVAN*0 45 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM C.r.1 1-1-1 720 SEE FIG,,.[ SCHEDULE (N 22.01 I- OR FI03 ZE AND WINE0K NO D - SCALE: 3/4" •E0 MAX. 1;" LEVEL CHANGE ((i) THRESHOLD FOR OUTSWING DOOR NOTE: FIBERMESH MAY BE SUBSTITLITED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL SIMPSON SP1 IS ACCEPTABLE FOR SUBSTITUTION OF SIMPSON SPH WALL BEYOND EXTERIOR DOOR THRESHOLD SEE PLAN FOR CONNECTOR RECESS DOOR THRESHOLD 3/4" AT OUT SWING AND SLIDING GLASS DOORS _AYERS 0 " 6x6 W1.4xW1.4 W 60" V N. _ENG.H. 0 PER 4. WOOD POST SEE PLAN f 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, "TERMITE "TREATED FILL SLF FIG SCHEDULE ON '421 NOTE: FIBERMESH MAY BE 1- fG S ZE AND REINFO-. NG SUBSTITUTED PER PLAN MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) -4" CONC SLAB 13000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL SEE FTC 2222130 .2 22,01 FOR FTC -SIZE AND ['/'°71NFORC NG SCALE: :3/4" 31 STEEL RE1NF. OF BOND BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE [ ( SCALE: 3/4" V-0" STEEL REINF. OF BOND BEAM SINGLE #5 CORNER BAR, 30x30 TURNED UP or TURNED DOWN INTO FILLED CELL RECESS IN SLAB T. 4 1/2" GARAGE DOOR SLAB RECESS (ID' ) 8" 4 ( 1 1 ) 33 Jr\__ SCALE: 3/4" = 1'....0" ----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. 2 _AYE 60" M GAR. FIN. FLR, 2S OF 6x6 W1:4xW1.4 WM N. LENGTH. © PERIMF f- MOMENT TRANSFER REINFORCING SEE PLAN / FOR SIZE, LENGTH, QUANTITY AND SPACING, (MAY NOT BE REQUIRED BASED ON ANALYSIS) -7 SEE_ FT FOR FTC SCHEDULE 10 22.01 ZE R NECK NO 010 \ (n) SCALE: 3/4 31 -4" CONC.: SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL FO TEE BEST ('4 .5 KNOVUDGE, TEE DESIGN DERCTED ON THIS DRAWING COMPLIES WEIN ('55 5(441(4455 MINIMUM BUILI)ING CODE IN EFFECT AS OF DATE OF CERTIFICATION BROW. 10-04-13 Sang-Yub Lee PE. Florida No. 72328 ci 4.a 4.4 • ORLANDO • LOS ANGELES DRAWN BY 1HERNANDEZ CHECKED BY SL _ SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE C7s 05 05) 00 • 05 (X) 0 SLIT 1 1-, 100 • OR_LA1' SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S5.02 SERIAL NUMBER 1010.0 ro L rq "1-0 F- - - 2 ›- -J CL. _J 00 0 LLA 0 LI_ U-1 0 0_ uJ uJ (1) LLI 1- 0 UJ 1-- PURPOSE WH 0 0 M OR CORPO -J IJ - 0 E PRO cr) 0 0 0 _J or: 0 LL. uJ _J z 0 (1) UJ LU 0 C1C uJ -J _J 1.11 (/) 0 0 co LU (j) ui 0 (1) 1— cra 0 LU LU Ln LU Ct. LU CY 0 LU a LI) (..f) • (/) c LLI • 0 I— ILI UJ2: uJ(f) LU 0 („9 I.0 0 UJ Ce. a: LU 0 (.1) uJ LU LU F-- cn 0 cn ! 0 (n ' < LLALU J -J • - - pa Lt. -.I 0 0 LL_ F- 2:0 LILU CY: CO LUF. -3 0 LU FOOTING DOWELS TO MATCH VERT. REINFORCING. 48 DIA. BAR LAP SPLICE 1-1/2" D RECESS ----N SLAB EDGE 4, 1 1 //' OP OF RECESS BRICK OR - STONE VENEER sI N " CONNECTOR SEE PLAN —GROUT CELLS SOLID AT ALL VERT, WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING, (TYP,) 2 242 TRE f)F Vfil. /: ''41, 4 VAN[A 41)" MIN 1N4111 (0) [4f44) 444 BRICK LEDGE DETAIL - AE 1 ET„, 4 TELE LI r ) 4/41 5 ;'" x 7 1/1" EXTENSION FOR BRICK LE GE ADD (1.)#5 CONT. 1 I I , 0" r ' 14 vv//420f I. L DECORATIVE COLUMNE ARCH. -- WOOD POST S 5 HORZ. REBAR PAVERS BY OTHERS 45 VERT. REBAR C(P 16" 0,0, MAX. 7 40 0.. .;1 10U [ f82 ZE AND Nf NFOR(.1, N0 6 OA LE: .7 4 n -= 1' MIN, EACH - MONOLITHIC FOOTING 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 OVER CLEAN, COMPACTED, TERMITE TREATED FILL CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT -THE SH -EEL REM', IS CON -MUCUS MATCH AMOUNT OF CONTINUOUS BARS MASONRY COLUMN ) 7 OP c.:,LAB GROUT CELLS SOLID AT ALL VERT, WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING, (TYP,) FOOTING DOWELS TO ----- MATCH VERT. REINFORCING. 48 DIA. BAR LAP SPLICE (:1) 45 BAR IN TOP OF - CONC. CURB ) 1 1 / 2" Top OF HI ( ESS BRICK OR - STONE VENEER CD GROUT CELLS SOLID AT ALL \/ERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) LIPS OF 6x6 IN /1-x IN] . PER4MES[42 LLT - MOMENT --TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) AP, 1 N/8,E4 2 ID '3002 0025 \ro [10 :) 74 AND RNFORrING / BRICK LEDGE DETAIL FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 DIA, BAR LAP SPLICE, -7-efff-ze- f 002502144 Hfj SE 01 For, r 0175 AN0 ‘-lunroR !NG SCALE: 7 " 1' 0" 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 440E12 BY 01 HEN I T6 -HI_ '7 II r OF HIS DE TAIL 1'0 21R0002 /01 ID MASONRY EON A DISTANCE OF APPROXWATELY 6" BELOW THE WINDOW I SO AS TO FACILITATE A VERTICAL 1111111/ l'\J`STAI ATIIA AND TO MINIMIZE M01`.:;TURE 71k-!L1(2,.,ION TH1`-; DETAIL 51121 L BE APPLIED EVERYWHERE UNLESS AN ALTERNATE: DETAII (DOUR! r LILL, BOND BEAM, OR OTHER) 1.5. SPECIFIED. ADDMON, 11117 DETAIL SHALL BE ARPLICABl 2 IHRECARDLESS OE („,,EcTIOr, DF FA, 1 BEING SHOWN ON THE PLAN. `11,1, 10 TAR P PRECAST CON0 WINDOW 611 I 61. .1 I 06 A 21..11,1, BED 01 RHuRED DAMPEN THE SILL AND/0/ (,MLJ 10 MIN!MIZE SHRINKAGE : 1 /2" (1" S041 COMPACTED SUBGRADE. 5 1/2" x 7 Vin EXTENSION FOR BRICK LEDGE ADD (1)45 CONT. 4" = " (1) 45 CONT. -- WIN /OW I ' I ;4I SCALE: .3/4" " 0 IN LH OF A PRECAST SILL A POURE SILL MAY BE US,ED SO [060 AS THE DEP- IS AS SHOWN AND A 0) BAR 15 PLACE (7,R A HS MU. 0,E Al EA`pl WIDTH - 6 2). L 00111AR 16121 2062 01 MASONRY 1 ok A D1 PTII 01 NO1 LESS THAN 6". MORTAR SHALL BE PACKED "TICHTLY" 40 NOT INSTALL ANY TYPE OF BOND BFc'EAK 0:AVITY CAPS) IN/TEAL) USE AN ALTERNAl METHOD SU( HI AS WIRE. SCREEN 06 OTHER, CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL 2 (41 (1T.] STEEL RUNFORCING .6 CRON11D DELL HE PLAN FOR SIZE AND SPACING REOLPREMENTS 4 4 /0-0" TOP OF /LAB "T0P OF GARAGE (1) 45 CONT. ----\ COMPACTED --- SUBRADE, I] IT T rr SCALF: 3/4" - 0" / SCALE: .3/4 01ECA'1,1 vE_Nr 1 HER DAR 7 GARAGE_ ACROSS OPENING Cr.-) PRLCAS I CUNC /0 61E, -...............................1 PER CAR IN CAPACI ..,166611 ( Is 1 /2' TOP OF CURB IN 02 • 0112)01 CELLS SOLID A 2 VERT. WC REINFORGINCL SRL AN FOR 80/1. AND SRA4EjE. (10P.) [00 8NC) DOWELS 1f0 VA 441 VER ICA! RIL 24028 NG. 41100) 18 D A, BAR LAP SRL US 15" CLLR SET IT 12; 44 E_DU11 ON S2.„01 EC) TT 5171 AND RT. INF0Ft2 NO TOOLED OR SAWCUT — JOINT WITHIN 12 HOURS (MAX.) SCALE: 3/4" V--0" W.W.M, PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN COMPACTED SUBGRADE (TYP,) SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING (2) 45 REBAR'S VERT. IN SOLID GROUTED CELL 8" CMU WALL SEE PLAN SCALE: .7 4" 02 II I MAIN STEEL OF MONOLITHIC ECM NOT SHOWN DE ATION TO THE BEST OF MY KNOWLEDGE, INE DESIGN DEPICTED ON 11115 DRAWING COMPLIES WMI THE APPLICABLE MINIMUM BUILDING CODE IN EFI007 AS OF DATE OF CERI:FICATION BELOW, 1 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 IC) CJD 20 ORLANDO LL 4.] 0.0 (407)248-5800 u FAX (407)248-5899 001 („) r21 „ A \O AlmJ 10 c.6. L.1 L.] DRAWN BY LHERNANDEZ CHECKED BY SL SCALE 22 X34 = SCALE AS NOTED 11X17 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CCAMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S5.01 SERIAL NUMBER 1010.0 .r4C ' 0 ILI (r) 0 11. ULI LU 1>> 111 < I LI. -11 0 > LU LU I-- < LU (Y. U.J 1-1.J ^ LLI I--- ! ra- I 0 lw < rx LU 0 Of: uJ LU 0 N FOR ANY PURPOSE 0 LIJ 1-- , 0 1 C'Z 1 co I 0 LU 0_ 10 - LU I- LL LIU 5 SHALL BE USED BY OR DISCLO uJ (:0 0 0 LU F - Z7. 0 cf) 0 0 (/) .""e 0 uJ 0 or_ 0 U -I C0 0 0... uJ uJ on FORS SHALL VERI 11.1 i--- LIJ I V) LU ' LU , 0 LU L) ND CONDITIONS SHO LIU LU 0 0 EGRESS MASTER SUITE JAL (K) ()EGRESS 1044.111) - I"ettki.0 11 AST BATH COVERED LANAI [2 EGRESS 4>/ c DINING a 02) 0) TWO-STORY GREAT ROOM GOURMET KITCHEN BEDROOM 3 uJ lst FLOOR PLAN F,CA!F M 6 1' 0' TWO CAR GARAGE IIU TWO TORY TWO-STORY COVBRED ENTRY FOYER _ 0 A11 - EGRESS STUDY • (ki2 (Ad? - EGRESS BEDROOM LOFT GREAT ROOM BELOW 2nd FLOOR PLAN 00N 0 1/0' - FOYER BELOW BONUS ROOM F-- (__F)0PEN Tq) COVERED ENTRY BELOW: 1ml im• MARK STYLE windows El 4053 -SH E2 D1 D2 Al A2 A3 A4 81 K A5 A6 Li J1 J2 J3 J4 A8 A9 Al 0 Al 1 Al 2 A13 H G1 G2 G3 F doors 1 2 mullions 1 (A2 -A3) 2 (L1-L2) 4053 -SH H35 -SH H35 -SH 25 -SH 25 -SH 25 -SH 25. SH H33 -SH FIXED GLASS 25 -SH 25 -SH 26 -SH 26 -SH FIXED GLASS FIXED GLASS FIXED GLASS FIXED GLASS 25 -SH 25 -SH 25 -SH FIXED GLASS 25 -SH 25 -SH 25 -SH 34EH-SH FIXED GLASS FIXED GLASS FIXED GLASS FIXED GLASS WINDOW AND DOOR SCHEDULE WINDOW SIZE MASONRY OPENING DESIGN PRESSURE NOTES WIDTH (in) 1 HEIGHT (in) WIDTH (in) HEIGHT (ip) POSITIVE (psf) NEGATIVE (psi) 48.0 48.0 26.5 26.5 37.0 37.0 37.0 37.0 26.5 48.0 37.0 37.0 37.0 37.0 24.0 24.0 24.0 24.0 37.0 37.0 37.0 32.0 37.0 63.0 I 63.0 63.0 63.0 63.0 63.0 63.0 63,0 63.0 38.375 61.0 63.0 63.0 76.0 76.0 40.0 40.0 40.0 40.0 63.0 63.0 63.0 16.0 49.00 49.00 27.50 37.0 63.0 37.0 63.0 53.125 59.5 18.0 30.0 18.0 30.0 18.0 30.0 53.0 72.0 3080 ENTRY DR/ W/ 12" SIDELITE 36.0 96.0 OH GARAGE 192.0 84.0 12080 SGD 144.0 96.0 1 X 4 Alum Vert 1 X 4 Alum Vert 'L CONTRACTOR TO V 63.0 76.0 X 1\) 0 TRIP)/ ALL 1/\/ND0W/ & DOOR 27.50 38.00 63.25 63.25 63.25 63.25 63.25 75.00 63.25 38.00 27.50 49.00 38.00 38.00 63.25 38.625 64.25 63.25 63.25 75.00 76.25 25.00 25,00 25.00 25.00 38.00 38.00 38.00 33.00 38.00 38.00 38.00 54.125 19.00 19.00 19.00 54.00 54.00 192.00 146.00 40.25 40.25 40.25 40.25 63.25 63.25 63.25 16.25 63.25 63.25 63.25 59.75 30.25 30.25 30.25 72.25 \MSON 97.75 84.00 97.00 41.9 41.9 43.8 43.8 _43.8 43.8 43.8 43.8 43.8 41.9 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8_, 41.9 43.8 43.8 43.8 41.9 41.9 41.6 39.2 API OPEN SPEC FICATIO\S PR OR TO _ACEM \ I- OF MASONRY OTR W00 2. ALL VV \DOW S LLS TO BE FLUSH WITH CvU WALL. L5, FRONT DOOP IS NO TO 31 S -UT lb RED 101 L_MERGENCY EGRESS DJR 0 LIHRICANE EM'LLRGE\CY CO1D 3ROV DE HM -DER D GLASS A'[ ALL OPE\ 5, PROV DI 1.11RESH OLD &L WEATI-1F1S-T-R, PP 6. PROV DE EvPIRED GLASS AT AL TU -3 LESS THAN 60" ABOVE 1_00R. /. WM PRESSURES ARE DROV DEL) \ 8. ALL, EXIIPIOP DOORS A\D WNDOWS SHALL B 9. ALL EXTER OR WINDOW SIZE ARE BAS -=_D 01 NOS W HAM (DNS, NCS WITH z8" 01 ALL DOORS. 10 Al ALL DOER OR DOOS. SHOWER W \DOWS AND v 'RKRS WH N/ 10 O. 11111 TO ARCH"[, PLANS '01 WA 1 LRPROOF _ MPAR KSIS ANT 30T W NDOWS AND DOERS. V.; FL ASH NG DEJA S. 54.7 54.7 47.5 47.5 47.5 47.5 58.7 58.7 47.5 45.6 4'7.5 47.5 58.7 58.7 47.5 47.5 47.5 47.5 58.7 587 47.5 47.5 47.5 47.5 47.5 541 47.5 4'7.5 58.7 54.7 IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT I IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT 45.6 IMPACT 46.3 IMPACT 42.9 IMPACT 58.7 58.7 IMPACT IMPACT ANJEAC 1011_1S 31 E 10 THE BF,ST OF EfT KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLILS WITH THE APPLICANY MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION WINDOW & DOOR SCHEDULE PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S4.03 SERIAL NUMBER 1010.0 LU u_ " a t) . LLJ co Ili CL U.J LL- LLI 11,1 L1.1 >1— LU F— o 0 LLJ J > Ex - LU 0 > > LLJ Lu 0 V) o I-- LLJ 1 ce I L) LU Ce I UJ LU c uJ 0 w ce 0 (j Mr. ATION FOR A 0 0 (.) u)-0 ce LO) ILI 10e LU 0 cf) --J 0 LL0 F- 0 LIJ 0 THE JOB AND TOLL BROTHER (13 0 u -j 2_7 113 (/) LJJ CL LU 0 Ey: 0 w L) 0 tH-4 0 0 0 LU LU 0 UJ 1,U 0 UJ LU 0 (1) (1) 0 0 .27 0 LU LL 0 0 LL.1 10 LU FI) w LL_ 0 1-.01 Ar') '6J (10 1 1_`_0: [2 Un NOT SEAL E. PRAVIRDs'531 01 1107. (.1-110*0 013115 51 DIKNELONS. WHEI AR(101_ 141o1)1/1111(1E F'BIOR 1(1 3,1A521 (.0[6sT63,,61i0N 0 F.:60(PEPAtJUE'i:, SOLLD (41151113 L'ClACT 1-E 0531 I INC I CR ILARS ICA 000 011011 PROGEFD,NC .31 555 ARL H11 ORA"5/1;15,s FUR 1 011A13.41S7). MILS A1,1) ENE, IEHJE (FON 13 C1LEAA. I 00 111E1IC3 11014 -BEAR I'MEI 1NAI S 001 4.11-105,'Il ON FLAN SLE 0101 HAL NOTES (SHEET 51.00) FOR ADDI TIE41,0 (VA) FRAMING 11,0-04,LNALFN 6076\."054.517 11.1E1 (071311-1011AL .4.1.1E16-0303 1:14: P1_711)1_ 1A60.11) EILALLR 0013 ALL 1,0151110S1 W1400 WAIL (310030. EXA)I:1 3.17F3 LOCAT,ON AND ELENA T31113 15,11111 ARCH" DRA0N0S0 IF NO i1L ADER TEF71. HAS 3510 GALL 001 00 PLAH PROVIDE WOOD HL7U1E1 RASLD ON HEADER SCHLD01 0,120100 ON 11.11 00 1.1110 I [N] 5421.--LIE7h11.1-71) *SILO (33513,35 31 24° 071 (05',:') 1511 1.003D NA IL LOCA T151 3:1 ROOF 31517713 01(R1 I.LNL..s FOR TocA1100 01 ED/HAL510 I 50, AR HANN 0.1c), /151 [7] Lr.T. IND,SAIES ROOF 51P011 3 IRLISED 1 El PRGILELL 1.1001110 51,0P S11101> 5151(11 AWOD I lEAPI W51E:5 05550, 701.4311(513-) 10 114 1 PR 1100 (H500111 (2) 21,1 \NOCE) Pl./)(7,; 50 HE JIM:5N IR(1sS 113:0 ANF) 001100 050300 031103) 1,11101-4 sPAI1 IFET 0121 LI, REEF 110 R ,A//111 PPE (74,1MON NA1_61 12° Q.C. !,.51AL,L0_FE5 11EC] AlL 1-11.0A62.40 1 (51 L AND 11003 `4111 3,11(00 IS 10 HE 04/321(0R 5/8') APA RATED ENDO. .001 1 10/ 12 14/).1 1 SHEA141113, 51:3) 1 31. APPOLD 5113 117.. 0' 0" 1-1031/UN FAH 3,1A0r 1005 THr 3,0 01 ME. '5511 AHD 155C15:11E1 101WA1515 11,5 001100 111 AI I 11 4 !LH_ 34" 51313 01 ELIEFATIIING II1A1 MI 1 LAP 11-11 1110 111 HIE ISA) SILLS AND 1551 1I -IF 17 OCR 135S3[3. 1 LI VA 11013 CI 1,03751 F 14:11 HLA [53 AND 1555 01110 SHALL Fp 0I[ 10 111 1 HL IT LOBE ATION AND (.514251INATE 10115 ARCH TRAWIN111 151 THIES, 0A,Mi11P CID7WN I5 SCHEVAPC, .N 0311(05 hOWEVER 11.1.13PERTI1r, 020C,TL RE HAS PEEN PESTE,E1EF 1.001R TILE 5151 05110114 11 E1A0501. SCHI sFI51100 141111 5.10301_41 1-1151PA1 I 17 11031 11314(ME, 01131L00111S Lil F2/1 F EIRAw NCEL PCP 1Hc, '5155 500 .51005131 51 31 1113), ANF NAILS G.11.3 x 2 .37133 101 (305015 NAILS 2 0.115" 5 )( `71 [01)0, ANL) 103 STRAPNAILS --0 148" sx 1 1/2" GALVANIZED El 101I55 RILAL.1011 AN)) PHIL 0 13 SHOWN AOL 105 '5101or1 3 ACH FND Limiss </11I'[//H[ HIOWI 51511T -N1. [172] 516.4 ELE.ARTP., WA), AND HEADERS HAVE 0110 DEETEN! BALI 011 RAPONAL ANAI ESLS, 01.A(..1 2x4 FIE TO ALION 300 AND bo 1100 L11-10301, 01 3003 TRUSSES SECURE 0100155 TO WALL WITH PILTI -71, POWDER ACCTITAIFIL FASTENER, 70 72 08336, :Tr 0, 7/0 LONER 'NH WASHER q 24 0/C 11 2x WOOD /A[L THEN USE POWDER ACGTHAKD FASTEENER, 7F 72 P8SM 177 0 718 LONO, WITH WASHER CEP 24 0/1. 11 51 0000 WAIT THEN USE 16d 100 0 ON NAI) 3 5324" VC ITT HE. 3E011131.5 NUMBER OF 1 AYE NI- RS 100 CONNER I035 33C0 AS NAILS 30 WOOD MEMBERS AND 1 APC.ONS TO WU 1NAIIS, SF 11 505000 CATALOG 11E50. 111 - L-- 1 C.T. 111 Ho) \I •3 1 WOOD 'IN WALT ,r`d ()TES: 1 A L('5000 30 BE 513, 'm.) 2 a) WALL STUDS 16" 0/3, UNO 0) SINGLE 8331. PLATE, UNO c) DOL 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 VW SIMPSON SPH6 AND NAIL W/ 10d x 1 5" HDG COMMON NUS, c) 00)51030 303 PLATE, BTM MEMBER TO STUD VV/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. d) DOUBLE B4PLATE, TOP MEMBER NAILED TOGETHER WI 2 ROWS 03 163 HDC4( OMMON 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 80 48" AND THE SPLICE SHALL OF NAILED W/ 16ci HDG 2 ROWS 1" OiC g) STRAP STUD TO DBL. TOP PLATE W/ SIMPSON SPH6 AND NAIL VW .10d x1 ;3" HDG COMMON NAILS, 3) ONCE THE WALL IS STOOD UP NAIL UM, PLATE TO RIBBON W/ 163 HDG COMMON NAILS 4" 0/C AND TO THE 11003 TRUSSES W/ (3) 16d HDG COMMON NAILS 51 1 11 IL 11 11 11 0 II 11 11 11 11 11 TRUSSES CONNECTOR (U.N.0.) * 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 IdETAL20 W/ (14) 10d xl 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 x1 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD FIEADER (UPLIFT LOAD LESS THAN 1140 LE): (1) SIMPSON H1OA w/10d x 11Y 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," 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 41Y 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 _ 2x4 OC.K NC bE WEEN TH„.1"SSES 24" 0/0. -MENAI HD TO ADJV1 N 3 TRUSSES W/ (2) I6d CCMM(1.)N NA .5 AND SECHRFD TO Ti PLAT W/ SIMPSON HETAL. USED TO [3R51 100 OF WALL ROOF FRAMING PLAN SCALE: 1/4" = 1' - 0" 1 1---- , 7/1 1 1 3-001111 BEAR10111 0 550 uN (r) IND CATES 1 x,1 0 16" 0/2 SHI.,:" I20 APPI 10 UNDERSIDE OF WOOD TRUS`E.:‘, SECURLD W/ (2) 10c x .3" COMMON NAILS AT EACH CHORD NTERSECT ON TYP. W ERE SHOWN BY HATO PA I LERN ED FO THE HEM OF MI' KNOWLEDGE, rTBE DESIGN DEPICTED ON THIS DRAWING mnPurr.s. WTTLI TILE AMICABLE MINIMUM BUILDING CX1DE IN EFFECT AS Of DATE OF CERTIFICATION BELOW, 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 3101 TTSDALE ORLANDO U C71, 00 00 ANGELES Cf.) 51 rz, 00 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION ROOF FRAMING PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME LU (1) TRADITIONAL 0 SHEET NUMBER f-±-7 S4.02 c SERIAL NUMBER 1010.0 0 b^-4 0 w a. 0 11-1 CL : 0 LLB LU 0LU UJ 0 > 0 0 F- L U CY, 11.1 C..) 01 (.n 1^-1 LLJ LU 6 0 a: w F- DC ›- 0 LU 0 0 0 LL1 LI) Ex' 0 >- CO 0 1.1J (f) Z.: n.„ Q1.1.1 0> ▪ UJ LLJ LU ILI 0 LU (4. C,r) LI -J UJ LL_ 0 1.1J 0 CO 0 1- 0 (X) 0 r--, LLJ X: F- CONDITIONS 0 0 L7i LLJ -J 0 L.11— LU _J co ;1 CL LLI cx u.1 LU (f) (f) 0 0 (_) 2: 0 LLI pal0 LU -J (.9 ONS SHOWN BY THESE D 0 0 LU Lu In UJ 2: LU I.L. 0 LU u 0 1 -LI Ce CO (f) 0 ce U -I (-) -- 4-1 -J u_ C) LI - 0 13: 1 (.-E.N1R//,1 EHEL ELLE) EO NOT HI.t NAWIETE, ELI 4' '1 EHAW15(.oE FOR EOSAL LX1v11 NITION`x NOT EIMMAT, VLEEIrY ALL DIME NcIONS WI III ANCEEM EX`E',AW15COE PIRIOR OTART OF l'.M,TION IF DNEEKPANCIFS S201„,1D C{11.;Cl.R CONTACT THE 42» 71 WHIIING l'OR LAP 7) /' BEFORE 47)7) EEDI52 1.3] LE AH:( I I Dk P. -11P1' PM" '51) 1') 11 P '['W\ N 1517)7) OHNON rEIE AIMINET, OAR "III 05 \NALIM2021 SIIOWN ON 21_ AN. 1 1011,1211.5 (LOH AB EN OVEN At 1_ oPENNIEM:, IN WOOD WAIT (COOED ! X2221 'EL LOBAMEN AND ELI ,'/2 (.5 WITH 7)2 2'L DRAWINXE,I) if 0O HE ADEP L PIAS BEEN CALI ---Ex11 ON PLAN, 12 'VLF 'NcOD 1-1ALC2 [A .7) ctj -{7)14[:;[: SCHEELILE S.,2 45 ON S100 H ENT 0EE61:1 WOOD T2tMEIDLE AI PEI 0 E: IIMAX) N MT:A III1, 21- !y1,1/ 'IL 0-1. L/A/6`:., MTN k 1 J411' - NIV,1! (1,14,H 2 ETHFAII-11',Elo AT WITH 8E1 IEP EXP IMP FEIN HIEA LL. 22 - IMP f2I T17)EUNX 5' [7)11 46 E.) NM APININC/E 24>2 2, LIN FAILS A I ,2 4'> 121xE7 LIL IL) 7)_j--1 DIY cE1 WAIL CIXUER 00,/ GCMVON NAILS, )1; (L/0, IN A.F1DI FION S(..HLW 774 vv 1,D' y7 712 1A1 LN131, (8" (,)/() MARk RPTIC'fi E92 MASONRY 16(1 HU, (1Elvv(1.7)7 EvT1 E HL.E`E .H LB1 Al 1 NA:12, ION INBEVE1 AND Jr° ITEE`x 121,E,S 2257)11 7) AHL. VANP:L.) PROMDF„ 1M,1 ,N1.H 77OO2 7)4 7' WOOD E.ON B -IF PEE2 c1 1-'0.,',/ 1M,M IWE;V:IN [;!E,C.',NIOM 1I1 1WEE5 E2LIcxS TOR AIE4D BEI)TT(EM (HnRDS LOW) HUY, hAILLD 11011F-2 .///161.11-11,1)C, coMMO;,1 I4LI 12" O.C. '''S,TAGEF14 APA 2412 F EI 7>»M 11.4 1ING ',HAI, I_ 1M: AHEI1 1F d'E-11" HOHTION 1 ALI — N1AkM FROM IHE ION nr-1 wA[i mr,,) >3 7) 104ARITH THE 1:(:)117T7) IHIE2 ULM THEET 'NU 21_ 34" EMEIP1 EHLAIKING THAI WII I LA2 II -IL HIM — OF 'i 4,' WAI 1 (.:.;',(JD',) AND E.Hr.r--; 1Hr p_coR TEXLISMF M. TX] .1HI 111 7A 41 DOI.12LE TOP A,14E ATI.) OPLIIENG TTIAI, EIL ‘VETEE .E D IEET OPT IHOM LAI,ON„AND COHTE11,) NATE A2E2 [2 44 12 [141 -lir H INA1IN(1, In411 HE, TEA'', MA EH2 1,4 .F. T,LIEHL,IR ETN,ITC, 1T7)I HA MTEN .2TETONLD UNEL ,J7)4 AVE"ILN 1 RAVING TEIHT).r EHOWN >3 4 EVIOE1 LY 7)427) FL MAL 17TI`M) EFIEMTTERS LAI( 7.177 7-.1.1`,:::7)C' 1 W,I. DRAVNGS 17E)2 11-177, 7)7) H2 -14,' 77 ANU APPROVAL. III_Y\36111(711, 'X LA 0111( .. \147.7 1D7.11-- 1,1 AI' 15 a 1.71_ iDN ['LA D!7 1,1 7,177 1.71A11, (1 A"0 'EPDXIED 4', 1, 5" VD).1>1 IM E D E:0D L.1 6" 274 X 1- RCM CORNERS/L 'I ICES IN BLJTOM PI AIL. 2 ANCHORS PLR WAtL/COF . 11),P 4' Ad HAmE v,i7/01 11>L 1) 11tIS VM 7 11" r11,2]L i)h( 7 7)LOP tir J00 ((211 (I) 5', (1) /i() KA r) 10A I 3.117) 11.. NC 1°1 MEI/ I'S 77 117) / 1.03.- 10P H`r L11AM 1 1 13011(..)7) /.1HI1L T.O.A , IT;113 C)f- 47)7)-1 / 1(11-' CF AR EITEME.IILI,A1IONS 8,-,[ COMMON NAVE () 1.M" 0 x 1/2" 1 (,!7(.; FEM EINE; ETIANK NAIL!) .11"> / 2 ,23/8", 10,7COMMON - 0.142' ,,/," LONG, A,20 101-1 STRAP I\l/VE - 0148" 0 x 1 1/2" GALVANIZED 115 7)54 22 AND Ur-lir:TS T1 'OWN AHP TEL SAM[ ON EA1211 END NM P2 OTHERWISE ()HENN 7)FE:T.1NT. ',/,/kuu BLARING WALLE, AND FIE. AN1 NAVE BD. DF.MIC1ED 2/-') 1) ON NATIONAL ANN. YE.M-',) [NEI 1- ,7)7) 2,4 l'1 [0 ALIL,N WII2 IOH AND 2:11(1 CHETBH 21.)O1 kilc,,OE,E, EETTIRE x MI MBHx'S, 10 WALL 2I1H 1-11L11 X 1, POWDER 41(7)74 7)0 FASTEM 2, or 72 1-28E)H,T6, .177" 0, 2 / OkiC, 12 NASHEN ' 21" 0/1 F 2>: WOOD WA[I HEN 27 POWDER 73(1 (4141) [4' [['77)7), 11 72 PBS.36, .177" 0, 2 7/8" LuNG 73 11 734 [['2 T72 'WOOD WAI I MEN ITEM: 161 HOMMON NAILS ('4) 21" OA, I HE REOUINED NUMBER OF FAE.;;IMs, ERE) FOR coNNE-cioR'E-, El AS TO WOOD MEMBERS 7.2I1 '1APCON5 O CMIJ WAITS, rEl SIMPSON CATALCC U.N 0 PL/1 -V1 .7i 1-)1 UDS BLIT_ A 11-1 2R1A /1 I" (2) 2x112 IB 71? C7 ' e,CD '-° › "CD ° = = E'Er (.0 CC1 I - (,) La07_ Pl./A,(LF ,! x (I3) 2x12 WOOD FRAMING WAH NOTES: 1. ALL WOOD TO BE SSP, N0,2 a) WALL STUDS © 16" 0/C, LJNC) 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 STM PLATE TO STUD 17.' (3` 14c' 1-00 DRIVEN FRo'l PLATE TO 7) OF 5' .7)4 b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/100 x 1 HDG COMMON NAILS, c) DOUBLE TOP Pl./ATE, BTM MEMBER TO STUD W/ (3) 160 HIDG DRIVEN FROM [UTE TO END OF STUD, 0) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS 05 160 HDG COMMON NAI15, 12" 0/C e) ANY LAP IN THE 0721 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 73/17)0 HDG 2 ROWS 4" 0/C. g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL 2/ 100 x 1 HDG COMMON NAILS. n) ONCE THE WAI L IS STOOD UP NAIL BTM. PLATE TO RIBBON W,/ 16d HDG COMMON NAILS 4" 0/C :27)10 THE FLOOR TRUSSES 11[ 2724 COMMO '1* 5 13 2x6 liVOOD I:5/06NC WA( 120ICA1. 1 -OP OF- PI i\ 11: EH 201- 212:1" 01117)) F 16L 016E. CE7_ v'vEILRL [(OOP 10 SSE. 25A1,0 TOE' (11..)F C,VI1 7341 1 L: 20'-2W” 1 ' (3) 2x12 1 2ND LIFT BEAM PLAN SCALE 1/4" 1' - 0" * AT DOUBLE OR TRIP! E EADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S.B.) SPACER BETWEEN MEMBERS. * NAIL ALL MULT1-MEMBER I-EADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" 0.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. (2, (3) 22. TRUSSES CONNECTOR NAN * 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 FIETAL20 W/ (14) 10d xl 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 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 F110A w/10d x 10" 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 IY FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HEAL IS EMBEDDED 51,46" DETAL IS EMBEDDED elY 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 TI IE 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 71 A( 1. 2/. 1 81-1`iP A -Ill KP)01-- CD ALL) c 0 11 (,3) 2x12 7/ , E3.0 17' _41 C I oHl R °N. CD I TO THE BEF 77 f7Y KNOWLEDGE, rHE DESIGN DEPICTED 77 477)5 DRAWING COMPLIES WITH THE APPLICABLE !CM/17M BUILDING �)0F IN EFFT-C7 A5 OF (531>1 0> CER11F1CATION BELOW, 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 cel LJ Li 11.1 z w.4 DALLAS Ell 04 407)248-5899 (407)248-5800 FAX 01 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 "="' SCALE AS NOTED 11X17 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION 2ND LIFT BEAM PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME Lu (1) TRADITIONAL 0 SHEET NUMBER ce SERIAL NUMBER 1010.0 uJ 0 LI 0 1 - LU CL 0 w LLJ 0 .0 LU 0 ILLI 1-- .uJ Ce LIJ w >- LU d LU r\I (/) FT: H 0 ›- CL. 00 L)H NC. ce w Ft. 0 C:4 CO ce 0 0 LJU 0 0 CD 0 0 ‹r. (1) 0 cn LLJ 0 u_ CL LU LIJ CO 0 LU U) (0) „ (f) (r) 0 („9 U) cr) Lu UJ 11J 0 LU uJ 0 LU (.3 (1) v.) 0 0 0 (1) —4 <L) 0 2: LU CO 1 -- UJ LL Li_ SET LID1LRAI 1 0b.1100T (20 DO NUJ SGALE LIHA WINEbF, SEE ARE.H.L. DPAINIFGS FOR ADLCIONA' El710S,H)NS NOT SHOWN, 'AR Y L [JIVED:TONS TEI ANCFNI DHA/v1\GS PPluP TO START (Jr c,i-loN. IF DEO KP If AC1 IL ARCH CR 1 I ARE ICADON HD OPP ENCHEEDING. 'DLL ARL.114 .33 1), Hp ocAiwq111\tll'S AND CONSTRUE;0 43 INIF ['Kik NUN- PEA0RI.D0 PAR14100 'NAI N01 -1 011 ON ELAN ')EL (20 NEiAL 11 IP r LS1.0a) FOR 0' 4/:{ WAIT. FRAVIIa, 'J 'VA 41 PH(.1)/111 wob-b()) HEru bw(EN AIL IDELIWNERS "NOON )NA, _ ) ((1)001-R0 L/AGT 1 OCATHN ANL) ELEVATIONS WITH ARK„LPI .1')' 11 HASLI) ON HEADER SLIIL0111F cb-lOWN IN1.01.) '3( 3/ PPE- 10 11. ,\L. 01 S A 24 b.) (7A„3) LLD ['1 GOORDINA IF I_OCAToIJ (2'F FI ()LH l'RUSGPS IN/ VLTH. EWES HT)) 1U,DCATON 1 1 HALH,1 FAN, 40 HANDLING) 000 DUCTS [] I INHLATEs Ruyr ETRHICR IHTL,)(,0 ALL NAILS I OR -HUTT hr AV AND PASS) I() IHIJSS blbTAL R.:NNE:H.1N; AD1 10 Lb /0 //-0 PED.2/113 bobt .I.)8 I INEEr' 'NW:JD HO) rbEIR, 'Nook HAM. , , • .0_ ) 2 b ) b DbWbudDI, (2) 2X Wc01, LHEDSK 1,F) N3IWILLN TRLED)) IFH AND 13011-.(„7 TIF -1121)1K), FA LOW) s1 -1/'.1J. BF, WW1 TOGL (HER v,i/lBd HD() COMMON NAILS 1)2" 14 H1 JX1,12'11)1 MASoNP) I THLI. 'FLYER Al1 DOLI)IINDS 1.11A5E050 WAI : 0:),(N:PD. [JAG SI/E, TOGA Hybl AND I I IVA rilf.41S 'WITH ARCI-E' ONAWINEH',) P- 1 1 I 0111 1YPL HAS L'HELI CA11 -1 UN PLAN, PIX(1,11.11- 70',O1,`riY I NIEL TYPE 8I -16--1D/11, AND 14 1R/11 TuP DOOR (00 11 GARAGE DHOR) F),I JILL S1 01 FDD LINTEI 'PDT /1' 00[ PENFONCING. PEN(NI.4. 71-'01,!AR1 SHORING LUPIN() TONG-IPTGE).)N iF SHAN 1 EPFAIR HA') EF (1),Er0) OLE 111 "DT I Py'A PON 01 H0111) EFLAU !,110[,!_ 'vV!1!1 ()501F :01/01 Al 'ILI NOON 00I\I WAI I AND NCA21 -00 H 10 I() EL "3-2(iR 5/8") * MIA 0IATE'D r 0 1( D/ 411,1 ,W) I SDI AiNINT 'HAI HE, /'Hl[ IHF 0" IN'INIZONIAI_LL !1)7 11f EDP OD DT_ WALL ATD 4")NAIFL)S THE POT -F07 114 11.)1 Al ! PCII-HP)F_ L'IF: 'D1kIij 0 A 1WII LA,P THE 1:171,1 (r 111F NAIL SHUT'S AND bN2b-s, (JF 0E( FLOOD IRLISHIG), P11 DNEDFD LOP I-LCOR SEE AI' [0 L 502" ARA HATED /D0),111,4:- 1 C.DX (-LULU AND F,IAILFD TO TEIP (b- TRUSS WITH ADHIGIVES AT:IC:FIVES VEELIPC 1HF PEOXIIRLMEHTS AH) 1)11 AND 11 01. 4 AECOPDANCL WITH bilANLIFAPTHPLUG, SPEC1FICAT,ONS, tit CLD (7-) 1 - 1. IA 1_1' 1 1 I 11 F Li 5 ' .. 1 ,:'''LI 1- III ( ) [ Cr: 1 11. iir,) L p 24" DEEP GIPPEE' 10IJ1)0, DEA[,5 LI 0” EASE] END IN OIL 01EIL, 101 ;Ft.') 15" r).( APPLIED To (11 wOOD FRIISSEbb S,ECHPFD 10,5 L,Q77(,)11 0/ //1 LA. 1\111.2r2SE1 LEIN il!R PplowN PAI - C„1-1 P4.110 RN LR,IF L1 I‘5 11 10 [-)HL AHRHATpn i Rock: FRI,,p;ck---.F, 111 .4 • 5 .0 11 - - 4000 I ! 85,18 .1\ H I ' 1 (2) 'ARSON IHTAI.21) Ds 50yi lbs ------------------------------------- [17 1111- 10LN))1.), F NAMING SHOWN IS, ),(.1117A `IL IN NA HRH. HOWEVER THE:. !-LLLIPPORTI NG STRUCTIFRE HAS 5050 1)0S.()N0) UNDER -HE ASSUIPTION rRAvir,R.; KIHEME: SHOWN WIE I CI OSPI.Y PARALLEL FINAL TRUSS DESIGN! NS LAYOUT STIR1)111 0.N01 10 1'0 DRAWINGS, FOR THIS LoCINFIP'S PI.VH'N AND APERDiVAL 11 NAL SEWED_ A [IONS' Dd (HOMO!! NAIIS 0.11" 0x 2 1/2" L 0111, R1NG `HANK NAILS, [1113' / 2 8, 11 / (.1 07 0 11/ 0 0 (48" x TONG, AND 103 BL PAP 0011 S 0.118" 0x 1 1/2" GALVANIZE) 1:19 -"RUSS 03/ (50 ANL) UHIT[ 'OWN ARE 11-10 SAME ON EA1.1-1 END - UNLESS 01121ERWISE SFHOWN EELELH'i NT. 2,4 121 10 AL.500 'WHIL '100 A00 50'11U7 („1-10H0S 01- NUOE 01,53. 0L(.12111: 2 7/8" TONG, WITH WASHFR .4" 0/1, 2x 'WOOD WALL TEIEN USE NOWDFF ACE:ILIA ILD FASTENER /I '72 /" 0, 2 7/8" 1,01)G, WITH Vil)S.,1-11_P 24 0/G. IF 2x WOOD WALL 'THEN 000 (2) 12cI EOM 0 N NA'LS G.1) 16" 0/C NE(JUIPLD NUMEHR OF E001I NIsb(S FOP C.O015E)1()1 / SLD,I4 AS NAILS TO 'WOOD 7070E0S AND 1/.r (4 10 EMU WAILS, SI I_ 3M (/4 CATALOG 5.0.0. 4/05.03 SNONG 54(„K. DE [All -:/y).np, 2/05.0.3 EN ,1111 451111SS (?)i) 2 MAY ,11” W'oL 5Apiol! (21, \A//),L21. (2) I H. 1, ALL WOOD TO BE SYP, No 2 a) WALL STUDS '..02 16" 0/C, 000 h) SING! 6 BTM. PLATE, 1100 c) DBL TuP PLATE 7. ALL NAILS SHALL BF HOT DIPPED GALVANIZED, (HDG) 3, WALL 510 05 AND PLATES TO CONNECTED AS 001.10W5 a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN 03011 PLATE TO END OF STUD h) STRAP BTM PLATE TO STUD 71/ SIMPSON SPH6 AND NAIL MI 10d x 1 HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 160 I100 DRIVEN FROM PLATE TO END OF STUD. G) DOUBLE TOP PLATE, 'TOP ,1E.KIBER NAILED TOGETHER '/\// 2 ROVvS 00 16/1 riDG 00100 OiC e) ANY 1 AP 10 THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. f) LAP OF TOP PLATE MEMBERS SHALL BE 48' AND THE SPLICE SHALL BE NAILED W/ 16d HDC:, 2 ROWS 4' 0/0 g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON 5086AND NAIL W 104 x 5 HDG COMMON 00115. 0) ONCE THE WALL IS STOOD ISP NAIL BT01, PLATE TO RIBBON VW 160 HDG COMMON 04)50 4' 0/C AND 10 THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS AI -N.] HANGNG [OWN HDDV 3, 066 ADD AD01110DA1 \ DESIGN DEAD LOAD 160 !1.3( A PLY LAM ISIOR 0LONc TO IRUS AHEA r OREN BELOW ASWALL (21FrLIALN ES PARTIALLY l'APOL_ I D TRUSS ENSH GINEER ALL DES,GN GIRDER BED 00 50 P c..) F //0(/ LOAD i PROVIDE 2x VI 01 00 0 16" 0/5 41V. @ 10' - 0" AND TOP F-§ 2r5--23" -*250 SO AS TO 10001 cf-) 1_13' ) Up 4273 IL - LI ''20' 11 1 tid iji (11: 6,1 ....[E-1 iiii 111 I i I I 1 1 1 1 1 IL.. (-?, i 1 ,__, 1 ---ir, k -F- I - I I I 1 I I 1 1 ,,_ [i„..1 !ilD - C'F.1 _I I: LI:'.: !CT) 1 i1 CI : 1 ( il' I I :) I I i I I I I I i I i i 1 i i ) . i 1 ! ! 1 1 i ! 1 ! 1 1 111 .1..... Do D.__ „....i. 1 --- --- -1---- i i i i i i i 111 CrD L(-) • "-- II (2) sI PS EIETAI 20 SEH: I:00 C5MJ1,3I341 fl[ .3l EN /15D 1L WA' AN(.1.) -ELP. / 44,"I7 F,L1 \---&MPSON Hf- 141.20 1.1:1 Lc, \ ' T!:, ID 1--- I II 1 ,,,/ --,-,„ 1 1 /11 ::LAi'liiiiii iliiiiiii iiiiii:1-- ilii'.1.1..11i'iii ;I l'111-.1'111111.•iiiLl').. 1 -- 1 -- -1 till li li! li li JI 1R11001:10 •.„ __ .. - .,, ..! ti[:67,._,1_•13-1c/JLQ 1RUSSES CONNECTOR (11,N,0,) * 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 FIETAL20 W/ (14) 10d xl 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 R000 TRUSS(MORE THAN 2 -PLY') 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/lOd x 15" 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 15" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HET/'L IS EMBEDDED 54; , 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 ROOF SHEATHING. HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -11E OR EQUAL UNO 2, SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO (-2) slimpsoN HE 01I. 20 LO) SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 21/2" U.N.O. SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 2" U.N.O. SIMPSON HTS20 w/ (20) 10d Nails U.N.O. ALL_ HUI VA [ION!-_) ARE f,;EF E_RENCEL) ir RUM F5. r'/OH, 0.0.0. uJ (f) 0 ---------- TO THE MST OF MY l(NOWLEDGE, 1110 00//111/4 DEPICTED ON TMIS DRAWING COMPLIES WM1 GTE APPLICABLE MINIMUM 4U1L01140 CODE IN EFFECT AS 00DATE 0' CERTIFff ATM* BELOW. 10-04-13 Sang-Yub Lee P.E. Florida No. 72328 0 3.1 ORLANDO 0 fao FA L3 DRAWN BY 1HERNANDEZ CHECKED BY SL Cr00, Cl, tr) 00 1- C,1 8 00 00 R "Ft„ El 00 CN SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FLOOR FRAMING PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER '-'62 SERIAL NUMBER 1010.0 LU 0 LL Lu 0 1.1.1 ULJ 0 0 0 LU 0 LjJ Cl LU U.1 LU c4 UJ Cr) 0 7-1 C.) (1) UJ 1/4-1 cZ 120 >- CI_ 00 LL 0 0 (J) LC) LLJ L.0 0 0 () 0 LL 0 0 LU (1) SED BY OR D L (.40 [1.1 F— c0 0 0 LIJ 0 cr) E 0 0 (i) 0 1.11 _J cy: 0 U._ 1.1J L'et (J -J 0 fa. C.11 LU LU CO LU _J a: Ln CX: 0 b LU LU 03 W UJ 0 LU UJ 0 LU LL! > < ce UJ CL. 0 icn LU De LO 1!) I 0 0 LL1 0 0 Cf) 0 •izt- 1!) a LLJ LU (.9 ce UJ 0 UJ 0 LU 0 0 Lf LU UJ 0 LU 0 0 (1) Lu (.3 LiJ 0 CO NOTES TO THE 11100ECTOR/C0NIRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. PLACE- 45 000 01 [(NTH U.N.0. 3. PLACE 140501105 UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING I/EIGHT. 4. THE LAST 1,',(0 COURSES WILL BE. A DOUBLE BOND REAM WITH A 21 BAR IN EACH COURSE Al- TOP OF 0510 WALL AT STORY WALL 1111,0. TEE LAST COURSE WILL BE A SINGLE BOND BEAM 1(fl III A 21 BAR CONTINUOUS AROUND STRUCTURE AT I STORY WALL U.N.O. 5. PROVIDE MIN -1" BEARING AT EA. END OF LINTEL FOR ALL STANDARD LINTELS (8" PREFERRED). PROVIDE 0111, 0' BEARING AT EA. END 03 LINTEL FOR L RECESSED LINTELS. FIII.ED Grn,(,)(11 UNFILED 1,10131(1AL (V8DT1-1 816 NOMINAL 11EIGHT 4 OE 45's. 1(1)0 0000 01(014 002121 5 OF 45's IN 2N0 BOND BEAM COUPSE 71M/1 [1 15 1ly).5 ENGINEER'S INTENT 51101 3F3X -11/114/0B INDICATES A DOUBLE BOND BEAM 5E315 -113C44,08 INDICATES A SINGLE BOND BEAM fl 51,Pr',^ PLACED IN LATE( INDICATES OPENING BELOW / T,O,B.= TOP OF BEAM / BOL. BOTTOM OF LINTEL/T.0.A.= TOP OF ARCH / B.O.B.- BOTTOM OF BEAM MATERIALS I. Ec PRECAST 0:NTEL5 = 3500 Rs:. 7. t'c 0RES10[5505) LINTELS- 6000 psd 3 833.3: 1121 0(0 15 - (0 4s 5 500)11,101)1 3,8" AGGREGATE AND 8 10 11' SLLJIIP 1. 000(0010 5080505 00115 (0010) PER AS I M 090 015.1/00 NET AREA AREA COMPRESSIVE 510E11(41.31 = 1900 351. 5. REDAR PER 05.111 A615 GRADE 60, PRESTRESSING STRAND PER ASTM 0110 GRADE. 5. 2 TO LOVI RELAXATION. 7/32 WIPE PER 0810 0510 7. 000121 PER ASIM 07,0 020 m 215. hr r/ )[:1 T/CAVC.)I-3 J 0123 21. J r.) LI"J 211 1., GENERAL INSTALLATION NOTES 1. PROViDE FL110 11051500 DEAD AND BED 101111S. 2. SEORE ICTIELS AS REQUIRED, 3. 3,5410,11.0714, 4(4') 01 .'.:']/(14(14 /. 1 0 E. -"15H1011[, P41. AND, 00 STRUCTURAL 000WI505 4. (ILA FELS AFL MANUFACTURED W111-1 5-1/2" (000 NOTCHES AL THE ENDS TO 00005 0001.0 VERTICAL C[LL REINFORCING 009 GROUTING. 5. ALL LINTELS TILET 00 EXCEED L/560 0E01(000 DEM (01100, EXCEPT LINTELS 1744 ' 000 1_000E0 (2101 00 51000 HL10111 OF 8' 51F-.03 EXCEED L/130. 6. 8051051 I -1E10 ADDLD 0E000110 05 LOCAtED AT 1111' BOTTOM OF HIE LINTEL CAVITY 7, 'i)"...2'13;41,(LIER 51:38005 01(17_ edeLDED TO TIT_ 001TOM 8TELL FOR MEGNAN(CAL ANC 1 'DRAG[ 13 N LCE5SAR), 8. SAFE LOAD 501I005 005ED 00 RATIONAL DESIGN ANALYSIS PER ACI 313 AND ACI 530 3. THE EXTER9(1) SURFACE 03 mrEls 1051000E0 IN I n1E0100 CONCRETE [1050001' 'W/ALLS SHALL, NAVE A 0(301100 01- STUCCO APPLIED IN 000000000T W1111ASTM 0-920 00 011-30 APP5OVT0 COATING. 10, 1...111 EIS LOADED siMULTANEOUSLY WITH URI iCAL )GRAV101' 000 NPL:1-T1,(1,00 1-(30423,30T1L 3..)1(T(RAL)115195 51011.11.0 15 CDECk FD FOP COMBINE LOADING 07115 IDE 300(010100 EQUATION' Apphed VerCcal Ipaci App] t:a Hermental load - - I_ 1.0 Safe 011p -51'05d 85f0 hori-0-.88711541.] (11322021 1/7 103 in3 00 OPENTic.:, 03 053015:0 1' 81'21\ "IT\1M 0I-: 8121'\1!\1M\12 .... I I HAN 114..3!„1 AA, 030101 11) 7)131 TO 13:9 FIAND 5011', (3 To9 HANK I.114.(.811/117)N Cc 07F (psi) W' Y H" E3SAM SC,H REINFORCEMENT 81M, TOP ' CB- 1 0015 [5015 3000 8))32 (21 #6 (2) #6 11 : 9' -4" EL 1)4-0" 01: 8' 11" [0: 10' -0" 11: 10' 0" _ , „ 8-0 -0" FL HT -0" \ ;7E4 1, .75 1-1(15/1 /' KA/,'JH I 8.1'. 13312,I<E1- h‘l CB 1 \.-IP S;(,1\J 1-0180412- 100 - W/ (14) 8/12 HA.4 3 1/4" fAPCONS TO 010 1, (6) SDS 14" 4 2 '/Y TO 00 (2) #5 --TOP OF PLATE E.L. F.3-4" DH STIRRUPS SPAC]N0 12" 0/L„, 300 505110,01 21/11/21/05' 51 ]4/)'(/(M,/75 22/7_7Z_Z/_Z/Z1. 3 ZZ2/73)./ZZ/Z_ZZZ/ZZ./..z7ZZ/4 1Z1Z -1---..3\, 50)1 r(), CD 21 - - "iriT. 8E24/4 00 0/0R * 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 WIT -I 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED. FEMARs3, / 1-3 FL- T 03 10: I / 0. 311 15 /17,/' (00 OF PLATE FL' 0' -4" - FOP OE (200'5 `t\,•_ LL5044" *-/Z272: 2:Z/ YZ.Z.ZZ/ZZ.7772ZY V I/ h 1 IST LIFT BEAM PLAN SCALE: 1/4" 1' - 0" EL: 9'- 4' 10' 0" (c)LE. DrITAl, 8/' roR 346 coRNER p1Ir3ropcm 1)4 soND 8440 50 THE BEST DE MY K'YOWIEDGE, THE DEST(15 5/5)55/5 CrN 7,15 DRAW. 4C, C7.,MMES WI7-1ThE AP10CAZILE m1,111,10,1 BUILDING CODE IN FFFI'CT AS OE DATE OF CERTIFIC5TION BELOW. 10-04-13 Sang --Yob Lee P.E. Florida No. 72328 n)'1/40,3y: [13 cif ET] 91 Li 0/ L;;" 05 5.5 01 8 (/) 0. DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION 1ST LIFT BEAM PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER S3101 ce SERIAL NUMBER 1010.0 LLI fy uj LU Li- CL - 0 - I LLJ LJJ > F- LU 0 0 CD 1.1.1 > Ce: LU > ULJ wO < L.0 (De LU (...) 1.11 C'L LIJ '1 LLJ LIJ 1 - c. ce CL >•-• 0 ce 0 (f) w 0 rn 0 0 0 Lu F,- 0 (f) 0 0 0 a a 0 -1a LU 0 0 1 - LU (f) 0 LL1 CO _J (1) ('3 L SEE GENERAL NOTES ON SHEET S1,00, DO NOT SCALE DRAWINGS. SEE ARCHI. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCHt DRAWINGS PRIOR TO START OE CONSTRUCTION, IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 4" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6- W1.4x1/1/1,4 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 + 0 0" AND FOOTING CENTERLINES, Sll'A'..1. 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. Hi • INDICATES 45 BAR, :INDICATES #6 BAR, INDICATES (2)45 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OE REINF, BARS SHALL BE HOOKED INTO FOUNDATION, BON[) BEAM OR TIE f3EAMS WITH AN ACI STANDARD 90 HOOK, BARS SHAL BE PLACED AS SHOWN IN THE PLANS. C1 PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION FOR FURTHER INFORMATION. 17 SEE ARCH1, 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 CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OE OPENING WITH ACTUAL OPENING OE DOOR AND WINDOW. COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS 11(1 SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER Al .THE JOINT, VERTICAL REINFORCING IN CMU SHALL BE 45's AS SHOWN ON THIS PLAN. UNLESS OTHER\,.^.1JSE, NOTED IN THE PLAN, ONE REINFORCING BAR Sh.1A1...1._ BE A) IN ALL WALL INTERSECTIONS 5) CHANGES IN ELEVATION 0) EACH SIDE OE ALL OPENINGS. D) ALL CORNERS SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (45 = 30", #6 = 36"), AND REINFORCING SHALL BE CONTINUOUS. A SPECIAL INSPECTOR SHAI- INSPECT ALL REINFORCED 11ASONRY STRUCTURE AS REQUIRED BY FBC R4407 SAID INSPECTOR SHALL ONLY BE AN ARCHITECT, ENGINEER, OR THEIR DULY AUTHORIZED QUALIFIED REPRESENTATIVE, 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) liAS BEEN DELEFED UNLESS NOTED OTHERWISE. 18 STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 6-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH 801. 530-05/ASCE 6-05. 131 WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. APH 1 33 V V cV I 77 1P3-- I 512' WH - 2.0 - 077 WDTH F14(.; II , 1_,d).H1H 1 '- 8" -t 7_:00 1 "" /1" ,F0,0N I - 0" ,7CON HI,' 4" 2' - ,C , - 8" ,_; 7. 0 .1 1 \ • - 6",:%'--(1..)",<11'--8" ,3.0 .3' (3) -,45's (.3) 450 I 4.0 -0"71' -6" (4) --45's (4) 7450 ') s 4 ) s (1° (.1° (1° CO K./ r" BOTTONA `A.1 -A013 LE1DIE1 r r J1 () 1,14, 45 1 48- (4.0. (2)- 45 (7..4 48" 0.0. (2)-45's (7) ,r))' 7 7 - .7). Jur J ' 1410 60 54-1RIMF, 14 51 #5 IN (.0H AHI 110 60 PL,10,1F1WR rzrz, ,r,111,1 A 7)7"L"r5Ittr 3/5 IN 031178 PROVIDE cos'i;Ls 31345, SAME 5IZ8 ANL) OIJAN 1174 AS 830 N 1I014, 1110 'A 113; EACH 333 P Al M RFALL, CHAIR - 1 13, 7) 1 -z' Ed" 1 0 -- 2.3' 8 EECAI,ISE OF 1PRFGUEAR DIE/E OF RETURN 11 '7 103 OPENING 112,8i_RY OTHER COURSE. AkLA [0 BE FORMED AND ()ROUTED AT SAivII AS BEAM/HIED 371 L UDINCRELE/GROlif 7947717 717) fc EXAC1 k01_1(,,H OPINING W/ WINDOW AND 1"0/1,E: 8380 OF 1EIMIEAR CONDITION IDEtiEGDOUT /1/5 HAPS IN 0000 300 BL N 111 'v"VI NHOW II (,\ 2.5 4' -0' ,),) 02 WP--- 1 . 2_113 N0 A !LH CE I I 0 00 01. 0,1\ 1(4"X11-)" (NW CULMIN 44/ (4) 4.4-, SAr,' )-#I1.) 0 0 L 1 -- L ) _le cc) \i‘ (e ) INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, HVHZ SECTIONS • • • 1.1 b 1/2" HURRICANE STRAPS 1, HURRICANE STRAPS TO BE MANUFACTURED BY simpsoN sTRoNG-TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO MANI ( CO RAZE Di SSJUENDON 3)" x ,3,X/2" x Z4" SCF P.AH RAT ("7 r,EINFORC:F_MI NT SLE HIM. I/400/ 7'21 1111 r -0] ; FACKA11 1/35.02 =1;7=Z 10' 4" )1/ 1 /S5. 01 1) I 1 DO 7.7-) "'ED\ -0 , 0" / /' 6' w 0 (1) FIN Tic 1111 14 1E1 1.1 AI 15-ni 1E1 '; 2 r W1' --2.0 Filv K WPC- 2.0 ' , Iv / C) Lr) (1) cs:D - my-, "- ^-,,-•..• 1- '111-- _•..•., 111,-,^ -1 ".....•.•,-.- • ---•^..•.---,- 1.1.•1.1.1.-•,,-, ..•. ...... SEF DETAIL 8/35.01 N CONS CRETE LAP -s TX:,P H/R 53: 7. -HON \ r )01 i 3" A00 VF GRADE 2/S5.01 ,z/Z777777/7777777/77//////zz,./.77/722777,,, WE -1 s,7.)/\ - 2X4 WOOD ARNO I,,VA11 WI F0 f (cb 12" 0.0. -7 ____30_,CT,R, 1: ND 3' TUD ro MASONRY vv/,12," 0 1 1I KW IK DOM 5" MINIMUM EMBED 19110 GROUTED CELL, 000 T NDS AND 24" 0/C, VERTICALLY, ^,,IAX. AND / rs 1) /9,7 1,- 7, I 1), (NET' •T- D r R1-l'flflV 71 011WEEN WOOD AND 0055. (0 ("`" ' 11'' ri 0/0, 707 033 51 lE 0" 30]-' OF SLAB LOCATION OF SAW -CUT 05 C.C. 110' GAW -CU r DETA L. 7/35 01 WE -153,3 1.I 1.1 1,1.1 1/35.01 CD 07) CE1) CD <7- 10,01 - LJJ _ 8 1 0" \ \ \ 1 FOUNDATION PLAN SCALE: 1/4" = 1' - 0" (ED 7)0 0' 0" N1 TOP or SLAB (\ .02 2334 23001,1) 0E30 NG WALL (0 111 31)03.)3 0 12" (IC, 1 /S5,o2 \ r, , <AZZ1Z....Z72/2A,z,2./../Z.71ZZZZLED=Zii / E -J 0 X P) 1.1 WO---- Y3A (2) 41 0" L11' -/O-------------- 13- 7" W000 SHEAR I00 WI IN IUDS 12" 0. 0. CORNER BARS b" SLOPE 1/8" PER FOOT bxTEND 001 sE.r. Db -17\11., 12/3501. VARIES n NG 1.1 Tr) (10 ee (-2) C-1 1_0 A:0: " 0 70 ID" 0/8, F07 STEEL 1.1 -- 0" /' 2: ) 177) TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TILE APR/CABLE MINIMUM BUIL DING CODE IN EFFECT AS OF 771,7)77 (77' CERTIFICATION BELOW. ) 1411°115' 10-04-13 Sang-Yub Lee PE. Florida No. 72328 32 33 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 . SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-3043 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOUNDATION PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADI TONAL SHEET NUMBER S2.01 SERIAL NUMBER 1010,0 0 UJ (f) 7.7). L L - 0 LU 0 UJ LU 0 uJ 0 LU LL. 0 0 Lir cx "5 - UJ 0 - LU w 1E; Ise Lu w 0 F- LLJ < ULu e4 IJJ (f) u j 0 LJJ LLJ F -- UJ = 1-c24 >-* CL. 0 0 Ce 7' >-0 co U (f) UJ LO 0 0 cn (r) LIJ 0 CO --1 --1 0 2: 0 LU F__ 0 cn 0 0 0 0 2: cf) 0 ▪ cr; u < ce 1--1 0 u ---J -J 2t7 ,r c4 F- UL1 —J CO 0 a_ 11) UJ UJ 0 0 0 ce (-) 0 ri 0 (f) ce ;a7 0 0 w 0 _J 0 IJJ F-- o 0 Lu I < u.) TZ I LLI LIJ uJ 1.1_ (.9 • UJ 11) 0_ 1.1-1 vi CD i— . I-1 Lu 0 Lu LL1 - • 22: 0 < z w 0 (I) (1) 0 z 0 0 LIJ z u- 0 1.2! 0 UJ CO LU L) LI - LL. 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 15 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 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 COMPRESSIVE 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 4% 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 ACI 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 ISA 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 315 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 BOLTS, INSERTS, Erc., 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 DST AGAINST AND PERMANENTLY EXPOSED TO EARTH ( FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: 1-1/2" FOR #5 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 13, MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS -n/P. 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 W/ 2" CHAIRS SPACED 31-0" 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 GF 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 MASONRY BAR 4 SPLICE LENGTH 3 4 24" 5 30" 6 36" 7 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 11ED 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, frn = 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 SHAU. BE PLACED WITH A SLUMP OF 8" TO 10". PLACE GROUT IN ACCORDANCE W/ ACI 530-05, TYPE 5 MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS 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-0-WAL (ASTM CLASS 13-2, 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, MOD CONSTRICTION 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", APPLICABLE EDITION, 2, ALL WALL STUDS AND MISC, WOOD FRAMING SHALL BE N0.2 SOUTHERN YELLOW PINE STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: 2X6'S OR 2X8'S 16"0,C, (U,N,O) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24" 0.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. HURRY:AL.: 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, 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, THE HURRICANE STRAPS SPECIFIED ON THE WALL 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 SHOP DRAWING REVIEW 10 PSF 15 PSF 10 PSF 15 PSF 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 QUANTTrY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGNER, 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 PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL INTERIOR LOAD BEAING STUD WALLS, 00110M PLATE AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB VV1TH 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 \A/FATTIER 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. 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 112' PLYWOOD (OR 0.5,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 STAGGERFO, MUTIL STUD NAILED TOGETHER W/ 10d NAILS AT 10" 0.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. UNO. 6, WALL SHEATHING SHALL BE: 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 CUP 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. Fb = 1200 PSI. ALL WOOD IN CONTACT WITH 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 THE SCHEDULED FASTENERS, SCHEDULED FASTENER ALTERNATE FASTENER 8d RING SHANK NAIL 0.131 P -NAIL 10d COMMON NAIL ROOF RIDGE -- 10d RING SHANK NAIL, 0,148 P -NAIL GABLE ROOF -1IP ROOF ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES (I) 8d RING SHANK NAILS 61' O.C. © 8d RING SHANK NAILS 6" O.C. © 8d RING SHANK NAILS 6" O.C. PANEL FIELD (j) 8d RING SHANK NAILS 6" 0.C, 8d RING SHANK NAILS 6" O.C. 8d RING SHANK NAILS 6" O.C. 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" O/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) ROOF FASTE HEADER/BEAvl SCHEDULE \ING ZONES FOR EXTERIOR BEARING WALL AND INTERIOR BEARING WALL (USE 2X6 OR 2X8 WALL FOR EXTERIOR WALL) TYPE H-1 H-2 H-3 H-4 HEADER/BEAM 2X4 WALL - 2X6 WALL - 2X4 WALL. 2X6 WALL - 2X4 WALL - 2X6 WALL 4" WALL -(2) 1 3/4" 6" WALL -(3) 1 3/4" DOUBLE 2x8 TPTPPLE 2x8 DOUBLE 2x10 TRIPPLE 2x10 DOUBLE 2x12 TRIPPLE 2x12 x11 7/8" LVL x 11 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" 0,C, TOP AND BOTTOM AT EA. SIDE AND STAGGERED, APPIGGAI!(2N GARAGE DOOR E3UCK TO MASONRY/CONC. GARAGE DOOR BUCK TO MASONRY/CONC. METAL SIRAP 10 MASONRY OR CONC, FASTENERS SIZE TYPE 1-" 0 NO WASHER 11, 2 0 W/ WASHER NON-BEARING WOOD 0 WALL TC) CONC, SLAB W/ WASHER "TAPCON" MASONRY FASTENER EXPANSION BOLT -,PAL I NG 8" 0/C, SEE NOTE 6 BELOW 24" 0/0, SEE NOTE 6 TYPE HEADER/BEAM H-5 (2) 1 3/4" x 14" LVL H-6 (2) 1 3/4" x 16" LVI_ H-7 (2) 1 3/4" x 18" LVL H-8 (3) 1. 3/4" x 18" LVL FASTENER SCHEDULE APPLICATION FLOOR SHEATHING (") T&G ROOF SHEATHING (") EXP. 1 WALL SHEATHING (") EXP. 1 RE MAP K!:. 1-Y EMBED, 4" END. DIST., :0.." EDGE DIST, 4" EMBED, 4" END. DIST., 3" EDGE DIST, CON TACT THIS ENGINEER FOR SPECIFIC REQUIREMEN 15 MELAL LAT APPLICATION SIZE WIRE LATH -4" METAL RIO LATH EXPANSION BOL 24" 0/0 © WIRE FASTEN.7..RS TYPE SPACING 16 GALGE VI/ :It GAGE 6 APARIT 4" EMBED, 4" END, AHH 7/AKN DIST., 3" EDGE DIST. 1" MIN. EMBED HEAD SIDE LAPS 9" 16 GAUGE W/ #11 GAGE 11/2" MIN. EMBED`' HEAD 6" APART & SIDE LAPS 9" REMARKS lx2 PT FURRING TO ROO- WALL / FLOOR SHEAT ING SIZE TYPE SPACING 0.1310 x 8d SMOOTH SHANK 0.131 0 x 2" 8d RING 16-20 RINGS/INCH SHANK 0.131 0 x V" SEE PLAN SEE PLAN 8d COMMON SEE PLAN _WINDOW AND DOOR BUC SIZE TYPE CASE HARDENED COIL MASONRY/CONC. NAIL IT LONG. SGD, AL. EXT. DOORS CASE HARDENED COIL Ix PT, SEE NOTE #7 NAIL 1" LONG. B NOTELJ K Ahil RL :LL,E11,1cErL\LDc.L;0012k PT, SEE -1 EXT. SWING. DOOR BUCK 2x PT, SEE NOTE 7 NO WASHER 2x PT WINDOW BUCK PT TO STEEL COL., SEE 0,130 0 PAF- x W/ NOTE 7 WASHER "TAPCON" FAS IENI±R < FASTENERS NOTES 1 HAND NAILING MAY BE USED IN LIEU OE POWER DRIVEN FASTENERS, 2 - STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS. 3 - FASTENING OE 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 HILT' X-ZF 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, SPA( I NG 8" 0/C 9" 0/0 SEAGGERED 9' 0/0 STAGGERED 12" 0/0 REMARKS REMARKS WINDOW/000R FASTENED 'INr ASONRY'CONG, ,."1201IICCR • ' 1„ji" EMBED, 1" END. DIST., f:,1 EDGE DIST. 9" 0/0 4" END. 0151., 1M' EDGE STAGGERED 015T. 10 1111 BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON DRAWING COMPLIES *1111011 APPLICABLE MINIMUM BUILDING CODE IN EFFECT Al Of DATE OF CEPTIFIWION BELOW. 10-C4.13 Sang-Yub Lee P.E. Florida No. 72328 L2LJ 01 ORLANDO GELES z ra.1 01 Qs, (X) 1r) 00 4. c12 , LEJ 00 00 t-, (.4 NmeN ,F11 LI con 1.0 r2r. DRAWN BY J.FIERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X1-7 = 1/2 NOTED SCALE SHEET DATE 09-30-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION GEN ERAL NOTES PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER s1uoo SERIAL NUMBER 1010.0 3'0' 1 gl 15' Jf, -X _/)Z/)/7 -7VY-A-7.74///u/Az274.771/7/z2722,:z -co 07 0-- 6 0- 6 6 6 61 11LI_ 11 U. U. U 11_ 11. 11. GJI IItI 11 Ittjf 0 al (f) Cn [13 033 — EY-14- EJ1 0 2 2' 2' 2' grilr flTritrr.RTITIR 2' 2' 2' EJ1 1 • • 11 1 iII EJ1 C4 1 0/ 4 TJiUJIf EJ1 EJ1 EJ1 EjTE EJ1 EJ1 EJ1 CV. 4 GJ1 1 LAT cr) 1401_1) AG< 2-1/4' RUN R1550N TkRU 422' 2' 2' ' 1-ewsk-e. ( , -----!--- ' t ' i / 4 .tc) 01uL. '2...7......)°,4a,47/ e/ eN ‘1 ---- c'e-r < 2 \ 3'0' TOP OF COL. 1 -f - t1 EI I E' 4' E ' E 11' z,0 zcz: • 2' e CA u_ I (>_<) (2) 2x LEDGER OTI-IERS 50T '0-0' 10'.-Ol FLAT CLc - I (--4 =e1C 117= 11. - 2' 2' qV 11-1 I I I , ) r-, r-- 111 1111 01 tc, 2' 2' 2' 2' 2' ,• 01 6 / 7-4-7 7,7,7 //7/7 7-7 -7-7- 7-7 / / l'3-3/4' 19'3-3/4' -t -1 -41llir- t.-- --"1 (1)1.) 1.1.1 11 11_1 28'1' 2' \ 11' 11. U. 2' 1 L_. re,1 11'6' 56'10' .11 '11 I =IT MIT-111if 1:1M -T' 2' 2' 2' , 0'10' 56'10' nor 1-111-; {16 co01 2' ee, 2' 2' 2' 2' 04 Ism it • N 21_, 2' 2' 2' . //MY /MV4 • a in iiI! g •....gig 2' 2' re 11 1 .2771777; /7 77777 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' V2 v4 JL J J48 4'10' 1111 E -J4& EJ48 EJ48 EJ4B 5' !MS 14' EJ5 033 5'10' 32' u_ 01 01 01 HOLD DAC.< 21/4' RUN RIEZON H.; 2' 2' -4' FLAT pLG 11_ 031 0J3 EJS EJ5 EJ5 Zs) 01 \ \ to —E35 / 1111-74' TOP OF GIRDEJR e 20-2-3/4" / BOT e I0-0' 10-01' FLAT CLG 11 vs) 5110' 204' C0 01 E3EAIN G LEGEND e1-4" 10' 0" 20'-2 -3/4" APPROVED TRUSS ANCHOR f3Y !BUILER PLUMB CUT OVERHANG IP LEVEL RETURN HEEL HEIGHT 2x6 N0'1. TIRL155 7--N1D IDETAL FLO0f2 E\ID IDET4IL 4x2 FLS 2 xf2 RIE350N 4 HOLD BACK la" DEEP :--1...005 TOF 101-10" E3TV1 914" 1-14NGEIR LEGEND • ALL 2x HANGERS 54OIN ARE I% 4-IU26 UNLESS NOTED OTHEUJI5E. • ALL 4x 57542 HANGERS 5HOILN ARE 4HU46 UNLE55 NOTED OTHERUJI5E, • TRUSS INSTALLER 15 RESPONSIBLE FOR INSTALLING 5ECIFED HANGER FOR TU55 TO TRUSS CONNECTIM., PER MANLIFACTL:ER SPCIFICATIONS. 0 TW 1-1ANGE5 UNLESS NOT OTHERWISE AHU26 13 0 3 AHU46 2 0 --,--1 © 4HU2-2 2 0 icSs- 0 0 0 ----> SPEC I AL _1 )4VI CONNECT ION IL BY OT-ER5 1.i_ 0 ty a_ LL HU26 I n r - r., r ' r !, f SPECIAL CONNECTION BY OT1-EfiR5 NOTICE Field E3racine is not the responsibility of the truss fbricator, truss dsiner, nor plate manufacturer. Persons erecting trusses are cautioned to see c professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which rna(j be reduired in specific applictions. Trusses shall be erected and fastened in straight and plumb position. When no sheathing is applied airctl, to the top chords, thec. shall be braced at 2z," o.c. max. Onere no rigid ceng i5 applied directl. to the bottom chords, they shall be braced at 61-0' o.c. max. Trusses shall be handled with reasonable care durine erection to prevent excessive damage or personal injury. 5e Engineering For connctions, nailing schedules, etc. NOTE: Labeling trusses Is a service, not a reuirment. Eneineered drawinea supercede labeling of' truse. It is the responsibility of the builder to utilize eneineered drawines when erecting truse. Girder truss to eirder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibilitc. of the builder. GENERAL NOTES 1. TRUSSES SPACED 24' ON CNTE, U.ON. 2 ALL UJALL, BEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3, SOME OUL FRAMING BY BUILDER_ 4, SOME VALLEY FRAMING BY BuiLrDER 5.BOT.. BOTTOM OF TRUSS FROM ELEv. 001 NOTICE: PLEASE CONTACT F.O.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 CITEIA: ASCE 1/10 WIND SPED: 110 MPH E3ULING TYPE: ENCLOSED EXPOSUE: RISK CATE0fRY: 11 ROOF LoArDs FLOOR LOADS TOLL: 30 TOLL: 40 TOL: 15 TCL: 20 E5CLL:IOW EC 11 15CLL: 0 N2L-CaelalgFELLI 0 E3CIDL: _.10 CDL: TOTAL 5 TOTAL: 55 65 Al_i_uJAN_F 1.25 1.0 INCREAE3E IDEFLEcTioN 360/240 TOTAL: ALLOWABLE INGREA6E EDEFLEcTIoN <1NX\> F JORIDA LAMY TRUSS 360/240 EH 954) 975--38L FAX: (95/) 9/8 -8980 635 PARK CINPAL BLVD ONADANO BEACH, EL. 5064 FHOR (ID HAWING APPROVA THIS DRAWING IS T E SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WOR< CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SI -APES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REV: REV: REV: - C1,15TMER: TOLL E3FROT EIRS, INC. DATE: 12/12/13 SCALE: BY: CM sue Div: PARKLAND GOLF 4 C.C. SALES: - ADDRESS: PAGE: couN TY: 13R0W4R1 1 OF 1 LOT/BLOCK YODEL: SAVIERO — DWG NO. ELEVATION: T1RADITI0N4L 13S341 Z 0 2: 0 0 LID CC, 0 11-1 c. 0 LLJ LU 0 0 LLJ 0 LLJ LLI < LU LLJ LIJ ›- LU LU LU Li! Cre LU 0 1-4 ce L.0 Les_i V) 1.1.J c.n 0 a. ce 0 LL_ 0 Ce LU 0 0 03 0 LU 2: 0 E 0 0 cr, to 0 LU ES' 0 LU CO (n 0 cL (-r) w ce LJLI 0 1.1.1 cr) tr) c:e 0 (n 0 LU 0 0 L) a_ ce a.] 0> cr) 0 Z. L.) LU Z 7- LIJ LLI 0 LU o (f :=zr T-7 (-9 LU 0 LIJ 0 p• -,e LLJ 0 ce U.J 1- 00 ui 1-17; LU Lf) LLI 1— ›- 03 0 (1) (1) 0 0 0 o (I) LLI 0 Ln 0 ce LL 0 0 uJ0 LLI u") 7.7.) uJ 1!_ LL. 0 I NT- A -0 CD 1121 I COUNTERTOPS NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" OUTLET BOX CENTER SIDEWAYS IN BACKSRLASH 2X4 HALF WALL --- CABINET' KITCHEN HALF WALL DETAIL SCALE: 1/2" /1 el` INT -4 D8 (INT -1) TOLL APPROVE[) TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BEWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXT E.NDED 5" UP WALLS - 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD / ADJUSTABLE -----GAUGE COAT WETBED - SHOWER DRAIN - - 2" SHOWER DRAIN - .. 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. HOWER & C SCALE: 3/4" = 1.1-0" JRB ON RAMED FLOOR (INT -4) ( INT -2 D8 2. 0 LU LLJ SET MIRROR 3" FROM END OFF BACK SPLASH SET MIRROR 3" MIRROR=VANITY -5" FROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: 1/4" MIRROR .] 1/2" RECESS /--L/ FOR MIRROR 2" YORKTOWNE TRIM - MM MIRROR 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" = 11-0" REFER TO FLOOR PLAN, VARIES BY MODEL - - CORNER SHELF FLOOR TILE - 2" SHOWER DRAIN PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL, TILE AT DOOR THRESHOLD Le_ 00 LO LU (INT -1) (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION STANDARD SHOWER SHELF LOCATION SCALE: 1/2" (INT -5) / DRYER VEN I (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY 0 DRYER VENT BOX - A I I ACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) r --- DRYER VENT (TYPICAL) - GAS PIPE (TYPICAL) FOR GAS DRYER oNLy \ —7 WITH PEDESTAL NOTE: 1, DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ----- DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS PI SILL PLATE (IF SLAB ON GRADE) DRYER VENT BOX FOR DRYER ONLY SCALE: 1/2" 1-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 1 ROW OF TILE - 2X4 16' 0.C. (FR -33 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. --- COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER - 2X4 CRIPP \--SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. DROP IN TUB DETAIL SCALE: 3/4" = 11-0" END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. 77 END POST TO PENETRATE SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR:TRUSS AGAINST END POST. SUB FLOOR \ 777 / ,1-' " / / / / / / / / ES (INT -3) „ • ' - NAILS(TYP) HALF WALL T E IN DETAIL (FR -34) TO THE BEST OF MY KNOWIEDGE, 'ILLE DESIGN DEPICTED ON rills DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING GODE IN EFFIGY AS 01 CATE DI CERTIFICATION BELOW. SEP 24 2013 0141` "V,"ARON'.12 BARLEY,' AIA. AR 94562 0 (.1 cf) Li 57/ a., 0 DRAWN BY M. STRICKLAND CHECKED BY O. SWAFFORD 00 Li 0 0 '47 (7, SCALE 22 X 34 = SCALE AS NOTED 11X:17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D8 SERIAL NUMBER 1009 0 0 ILI LL LU CL. 0 -J LU al 0 0 0 LU 0 uJ LL- 0 0 (f) 1.1-1 0 2: uJ LI d uJ EY! ›- 0 LL.1 Cf: L (.6" LU 0 C1:3 0 U._ >- 2: 0 LL - 0 cr0 ce. If; 0 cx LU Ce - LU 0 0 F -- CL LU ora -77, 0 Ln 0 El 0 0 (1) LLI 0 LL UJ (7,) TO. 0 a.. LLI LLJ 0 LJJ 7.> (1) (r) ce Lu o > 0 u...1 LU LLI UJ (.'1 LJJ9 LU Ln LU LL (/) o LU r ILI F. - O. 0 (I) :2o >- 2: LL. • ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING - PRE -ENGINEERED WD -RUSS, 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 2x6 P.T, 2x8 ROUGH SAWN CEDAR METAL DRIP EDGE 1X2 NAILER • SEE PLAN CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE. REQUIRED REFER FO ELEV. FOR OVERHANG STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED ITO '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" T„o • • • 4\ \---- - CEILING INSULATION (SEE ENERGY CALCS.) 5/8" GYP. BD. 1/2" GYP. BD. ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM W/ (1) 45 CONT., (GROUT SOLID) PRECAST LINTEL, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R ----1X2 P. F. NAILER 1111 1 -, 4" CONC SLAB W/ VAPOR BARRIER LC. EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/411 1' 0" FINISHED BASE MOULDING SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING PREENGINEERED WD TRUSS, 24" O.C. - INSULATION BLOCK SEE PLAN FOR STRAP 2x6 P.T. 2x8 ROUGH , SAWN CEDAR-- - METAL DRIP EDGE 1X2 NAILER CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN, 7/8" 51 UCCO (3 COATS) ON GALV. SELF FURRING FELT BACKED METAL LATH SEE PLAN y \I ./REFER TO ELEV, FOR OVERHANG 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 CEILING INSULATION (SEE ENERGY CALCS.) 5/8" GYP. BD, - DBL. 2x SYP, WD. TOP PLATE ------ 2x SYP. 42 WD. STUDS © 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE ENGINEERING /SCHEDULED WINDOW / (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R -2x SYP. #2 WOOD STUDS 16" 0.C., TYP. PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) ALL TRUSSES TO REST ON GALV. ANCHOR SEAT OR WRAPPED IN FELT MEMBRANE TO AVOID DIRECT CONTACT / W/ MASONRY MID -WALL WEEP SCREED-..../ / / • P.T. 2x RIBBON FASTENED / [0 FLOOR TRUSSES PER / / TRUSS ENGINEER ---- / / WALL INSULATION / (SEE ENERGY CALCS) / CONNECT WALL / PER FRAMING PLAN -FINISHED BASE MOULDING - --3/4" GYPCRETE / 3/4" THK, T&G SUBFLOOR BATT INSULATION REQUIRED \ I AT GARAGE (SEE \ \ ENERGY CALCS) 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. 5/8SIUCC:0 (MIN. 2 COATS) OVER CMU 45 BAR BEYOND ---- 8" W x 1-1/2" D RECESS SLAB EDGE - MAIN FLOOR ELEV 01-0" -5/8" GYP. BOARD AT FLOOR AND CEILING INSTALL P.T. WOOD FIRE STOP 1/2" GYPSUM WALLBOARD ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) - PRECAST LINTEL , SEE FRAMING PLAN FOR SIZE AND DEPTH TOP 01 - FLOOR TRUSS SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOIN ATTACHMENT COMPLIANT W/FBC-R --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: STRUCTURAL DETAILS SU JERCEDE STRUCTURAL NOTES ON ARCHFECTURAL WALL SECTIO\S WAWale..111V.111.1.1.111.1.11.MINIMM*1. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BOLDING CODE IN EFFECr AS OF DATE OF CE,PTIFICATION BELOW ^^^ Ak011 P. BARLEY, AIA AR 94562 Li a., Li LL4 c/1) Li 0 r3-1 Li DRAWN BY M. STRICKLAND CHECKED BY 0, SWAFFORD SCALE 22 X 34 = SCALE AS NOTED 11X17 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D7 SERIAL NUMBER 1009 0 1.1.1 (f) 0 0 LLJ 0 CL UJ 11.1 0 11.1 0 11.1 1.1.1 LIJ (..„) 0 Ul CY. UJ CL U -I Lu ca (.1) 0 ij- cL UJ CY LL LU 02: er tii 0 UJ 0 0 uo 2f UJ LU (.9 rx: 00 0 UJ a: 0 UJ (f) uJ 0 UJ L) uJ UJ LU UJ co a (r) co 0 E a 0 2: 0 LIJ LU Lu (9 C9 Lu0 uJ Lu 0 U 2: UJ 'L2 UJ 21: 0 _J u.0 0 0 F- 0 LIJ 1— co (Jo LJJ LL 0 TIE-IN WITH WEATHER RESISTIVE BARRIER: 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING ( TYP D 3 N.T.S. 3 CA SLIDING G OPTION - A EXTERIOR SHEATHING - FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE - WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1, FLASHING -I-0 BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6" WIDE) CONFORMING 10 AAMA 711-07 2. INSTALL. FLASHING IN ORDER AS SHOWN BY NUMBERS 3, MECHANICALLY FASTEN AS NECESSARY ASS DOOR FLASHING DE - FLASHING CANT STRIP SILL, P1,...ATE SEE NO-- #2 WALL SHEATHING WITH WEATHER RESISTIVE BARRIER NO1 ES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3, WEATHER RESI5TIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING A EXTERIOR OPENING OR BEAN' (EXT -5) N.T.S. K,O. COURSE W/ (1) - #5 CONT GRADE LL 0 ra_ 0 SLOPE /STUCCO ON 8" CONC BLOCK WALL / W/ #5 IN GROUT FILLED CELL W/ MIN, 30" OVERLAP, ALTERNATE HOOK BAR DIRECTION (SEE CHART FOR SPACING) CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN - HEIGHT FOUNDATION FIG, REIM:, DOWEL SIZE (W x D) SPACING 01-0" to 41-0" 2'-0"x 1'-4" (3) #5's CONT. 56"o.c. 4'-1" to 61-0" 3'-0"x 11-41.J4) #5's CONT, 48"o,c. 61-1" to 81-0" 4'-0"x 1.1-4" (4) #5's CONT, 32"o.c. burnem...mornamm0WWWWWWWWW0MMOMmom..........., e: 1.1.1 IN, • 0 • % PAVERS AT LANAI AREAS, TYP. SEE CHART FOR FOOTING SIZE AND REINFORCEMENT INFO PRIVACY WALL (STEM D3 I SCALE: 3/4" = 11-0" (EXT -9) AIL (EXT -1) 7,/ ;2 ;//, /.,!/ NOTE: HEAD FLASHING T1E-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 O\/ER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING ----- - WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) cji WEATHER RESISTIVE BARRIER -Mt --------- FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE DO NOT FLASH OVER BOI 10M 'FLk;11.ING' NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE 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. WALL PER PLAN --- EXTERIOR DOOR 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 HEAD DRIP DETAIL N.T.S, (EXT -6) - NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 TYPICAL WINDOW N / , - WALL PER PLAN RAIN DRIP REGLET ---- EXTERIOR WINDOW FLASHI NG DETAI (EXT -2) STUCCO RAKE JOINT AT WINDOW - EXTERIOR PERIMETER CAULKING •, WINDOW TO BE SECURED DIRECTLY \ TO THE STRUCTURE AS DESCRIBED ON PRODUCT APPROVAL NN ----- EXTERIOR SHEATHING - SILL PAN FLASHING .1 INTERIOR PERIMETER CAULKING - DRYWALL NOTE: WINDOW BUCKS ARE TO BE CAULKED TO WALL & WINDOW FRAMES CAULKED AT INTERIOR AND EXTERIOR PERIMETER EXTERIOR WINDOW HEAD DRIP DETAIL N.T.S. - DRILL & EPDXY #4 © 18" 0,C. & BEND DOWN INTO STAIR. CONC. STAIRS SECONDARY POUR 8" CMU STEMWALL w/ #5 VERT. HOOKED INTO FOOTING © 40" 0,C, BEND #5, 21-0" INTO SLAB (TYP.) EXI-10 D3 #4© 18'' O.C. DOWELS BEND INTO STAIRS. 77 TYP, FTG. EXTEND TYP. FTG WIDTH, SEE STAIRS & PROVIDE DETAIL END -3B #4© 18" O.C. E.W. / CONCRETE STAIRS ON GRADE SCALE: 3/4"= l'-0" (EXT -1.0) GRADE (EXT -7) E X -1 \D3 <7 CONCRETE OR MASONRY 7 NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. 4 LIQUID APPLIED MEMBRANE .77 13-7 ,77 --LIQUID-A14LIED „MEMBRANE MIN. 9" WIDE CONTINUOUS BITUMINOUS FLASHING FULLY ADHERE TO WOOD SUBSTRATE OVER LAP ADJACENT BLOCK MIN. 6" PRE -CAST SILL <7 —PT WOOD BUCK SET IN CONTINUOUS BEAD OE SEALANT AS DESCRIBED ON PRODUCT APPROVAL 77 <" TYPICAL WINDOW JAMB SEALANT DETAIL N.T.S, 777,7 (EXT -8) WALL PER PLAN <- 7.3 /13 RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF PLAN VIEW 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES ROOF PER PLAN TYPICAL ROO WAL. FLASHI N.T.S. TO G DETAIL (EXT -11) STEP OR CONTINUOUS FLASHING SEAL WINDOW AT INSTALLATION LIQUID APPLIED MEMBRANE FLASHING DETAIL AT ARCH WINDOW N 1 S FRAM NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS, 22 (EXT -3) LIQUID APPLIED MEMBRANE MIN. 91' WIDE LIQUID APPLIED MEMBRANE PRE -CAST SILL--\ SEAL WINDOW AT INSTALLATION 27< LIQUID APPLIED MEMBRANE WINDOWS TO BE INSTALLED PER AAMA 200-09 TYPICAL CMU WINDOW FLASHING DETAIL N.T.S. (EXT -4) TO THE REST OF MY KOWLEDGE, 111E DESIGN DEPICTED ON THIS DRAWING COMPLIES W1Th THF. APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE Of CERTIFICATION BELOW. SEP 24 4)13 OA P. BARLEY, AIA AR 94562 0 71 7)248-5800 L FAX (407)248-5899 FLORIDA D fE) LL 0 DRAWN BY M. STRICKLAND CHECKED BY O. SWAFFORD SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES S4 DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D3 SERIAL NUMBER 1009 11.1 (11 0 00 L1J LU 0 uJ c.r) 1-11 Lu LU LU 0 CZ LU 0> > LU • 0 U)uJF- < LU CZ LU • Ln, LU C.) CZ ID" U -J LU - CZ 0 Lu 77: C,9 ( OF TOLL BR THE PROPER NG ARE OWNED BY AN V) cao LIU LU Ln UJ CL LU CZ LU 0 ce 0 0 CZ LLJ :3C 0 ce co 0 ir•-••1 LU 7-1Z 0 (1) 0 a 0 oa 0 uJ "5- BLE FOR ALL D (/) 0 V) LU CZ R..0 2F 0 0 Z: LU 0_ 0 0 LU NGEMENTS OR PLANS SHALL 0 (n 0 (71 L9 a 0 uJ est: U) LLJ . • ' LU L1J 0 0 LU 0 (.11 LU 0 < I— 0 42" HIGH WOOD HAND RAILING W/ PICKETS SPACED TO REJECT A 4" SPHERE ,itt4TOP OF SECOND F.F, 'kJ FINISH FLOOR PRE ENGINEERED WD. 'TRUSS'S PER TRUSS MANUF. LAYOUT -1l A BU DI \G SECTION A7.20 ,SCALE: 7477:57 COVERED LANAI TWO STORY GREAT ROOM ISM _JailiSIMIPTURSIMENIV 42" HIGH WOOD HAND RAILING W/ .—PICKETS SPACED TO / REJECT A 4" SPHERE 3 STAIRSECTION A7.20 SCALE: 1/4u--11-0" !! 1.0"1 r'OS1NG CARRIAGE TRADITIONAL * 17 RISERS @ 7 11/16" 16 TREADS () ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. THRUST BLOCK SEE SKr A2.20 FOR SCHEDULE[) INSULATION LOFT TWO STORY FOYER STAIR RAILING AND GLARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. LT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE. SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. J. 1,..J.I.J0 o J.. o nolAJO 111..41, 10.1, Ji 11 TWO STORY - COVERED ENTRY 0 A7.20 TO THE REST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AFPLICABIE MINIMUM BUILDING CODE TN EFFKT AS OF DATE OF CERTIFICATION BELOW. SEP 2 4 2013 ARON P. BARLEY, AIA AR 94562 E 0 (.4 ORLANDO 13 SCOTTSDALE r - ANGELES o EJ Li DRAWN BY E. ROHENA 407)248-5800 Li F Li LIJ CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-1243 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BUILDING AND STAIR SECTION PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUNBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER ce SERIAL NUMBER 1010.0 Or) o CD 1-`4 0 CC CO __J 00 L.) I— LLJ LU UJ 111 uJj > uJ 7,D 0 0 I-- 0 Ll..1 >o - J > LL1 UJ 0 LU CC UJ >-- 6 11.1 ›- CL 0 (2_ %LI 0 Cr: 00 (I j. 0 EY Cr) LU c2e 0 - >- ce 2: < 0 1— 0 UJ 0 0 U-1 OB AND TOLL BRO LU :17 (f) 0 0 0 L) 0 Lf) 2: LLJ __J 0 Li_ 11_1 cO 0 (1) L.1-1 OC UJ 0 ORS SHALL VERIF 0 co U 0) • Lu co 0 0 2: =) < cn • L1.1 cQ • LU 0 11.1 < 0(1-) 0 1.1J (I) 0 LU U-1 0 Ce 0 CO LL 0 0 LL4 17:2 0 :77` 111 CCP F— ir) 2.7 uJ LL 0 1.?:" CONTROL .JOINT (TYP.), SEAL FLUSH W/ POLYURETFIAN E SEALANT & PAINT, TYP. SECOND FINISH FLOOR FINISH FLOOR . • . REAR ELEVATION SCALE: l/4:110 •, ROOF VENT PER CONTRACT „ 1 +, -4 W1t y 11 y y I ^ ." -1_ • , 11 r CONTROL JOINT (TYP.), SEAL FLUSH W/ POLYURETHANE SEALANT & PAINT, TYP. ROOF PER CONTRACT. 6" X 1" RAISED SMOOTH STUCCO BANDING TRADITIONAL EFT ELEVAT ON SCALE: 1/i'1-0' 1.1-4" TY P. FINISH FLOOR — ROOF VENT PER CONTRACT (2 - 0 - ROOF S_OP- PLAN O'HAGIN'S CLOAKED VENT TILE NOA# 09-0316.04 SLOPE: 5/12 U.N.0 TRADITIONAL ROOF VENT CALCULATION: 2,706 sq. ft. CEILING AREA Mrnalukaurnearne*Ilbob...4.491.111116MMAMAIMMAO.M.1110.e411MWMANA11,011MAIMIMM.0.MJAMIIMM.u.: 18.04 sq. ft. (REQUIRED) 150 ,-- ROOF PER CONTRACT. TT ..A101.111.0VER 6" X 1" RAISED SMOOTH STUCCO BANDING, TYP, 7RADITIONAU L SECOND F.F. FINISH FLOOR Q ••-•1 GUTTERS AS REQ, 7-0 'HE DEFE CF K404.1,110,3E, "NE DES.TGN DEE:ETED ON "}qS DQ.K.AiNl,LIES MfEIN .E 40PLIC.ABLE MINIMUM aj:,...ENG CODE TN EFFECT AS OF DATE OF CERTIFICATION BELOW. SEP 2 4 2013 "4'; ARON P. BARLEY, AIA AR 94562 (1) [i] 44 rz.1 0 00 00 •,71- C,1 0 (0 DRAWN BY E. ROHENA CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-12-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION REAR & SIDE ELEVATIONS AND ROOF SLOPE PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER A5.1.20 SERIAL NUMBER 1010.0 4=C 0 LU 0 U._ UJ LJJ C).1 n ILI 0 LLJ0 LU LU LU LU Cre LU ›- LIJ 72E 1--- LLJ 1— (-9 NC. AND ARE COP' tic 11.1 • Q., 0 >-- ee• co < 0 1— U._ 0 LU Q- 0 ee eL UJ LU no cc' LLJ ca < - 0 01 LLJ (.9 0 at 0 101,-1 U) 01 LU 7 2: LU 1.1.1 t.Y UJ LU LU 0 1- TION FOR ANY PURPOSE WH 0 cL0 LT. 0 01 0 cc.). LLJ 0 (1) 0 0 2:I (1) 0 LLI 0 J 0 LLJ 01 CC- ) •";."1" LLI LLJ 0 SED BY OR D >•• (r) LLJ UJ cx0 0 LU 0 a NGEMENTS OR LU 0 LLJ LU LU CONDITIONS SHOWN BY THE 01 0 (11 t5 UJ LLJ LIL, 1..0 (1) - (i) LU a 0 ONS FROM T a 'JJ a.< uj 0 CO a _a 0 0 < D OF ANY VA 0 a LU 1— era D 11.1 0 LL - 0 ; 701 (A520y TYP-. -4' 6" RAISED SMOOTH STUCCO +1/2" ----- 7 111 A5,20 7 310 A5.20) 6" RAISED SMOOTH STUCCO +1/2" ( 201 A5,20) SECOND FINISH FLOOR FINISH FLOOR 6" RAISED SMOOTH STUCCO +1/2'--- '- 6" RAISED SMOOTH - STUCCO BANDING FRONT ELEV SCALE: 1/4"= " L ON ROOF PER CONTRACT, . ' • . ";71 • /' :.• ."1-• .) •. ' 4" - 2" X 2" STUCCO DRIP EDGE (TYP.) /.11111•1511/11R1101.11MIMMAIRMINDAYAMIL gOalt1201•=1101ffilIM. , • . • " .• • ' ". • ". , . . , . ^1 ° . • ..." • . •." • . . • • ° ' 2" RAISED SMOOTH STUCCO BANDING TRADITIONAL . . • • , .. , ^ • 1 r- .. .. . • ., '."°.• I' .. . • ° . . . . .. . . • . . • t7n TOP OF RIDGE MEAN ROOF HEIGHT /'701 A5,202 6" RAISED SMOOTH STUCCO +1/2" / 110 \A5.20 SECOND FF. 111 \A5.20, - FINISH FLOOR ROOF VENT PER / CONTRACT (e> " • !I • -.• "111 • " ^ • . • • . ' • ° . ° e .. • • " ." , • " , °.° ( 701 \A5,20 10" 1'-4" 1 -4" FASCIA MOLDING SCALE :NTS 110 TRIM A5,20 S ALE :NTS ( \\\TRIM , SCALE :NTS /' 201 ',,SURRQU.V.) SCALE :NTS 2" /1 • 3" // 2 // 1/2" CONTROL JOINT (TYP.), SEAL.. FLUSH W/ POLYURETHANE SEALANT & PAINT, TYP. . . • • b . " „ . • . ° • .„ • • ^ ^ ^ 0 • °. • • , • .1. • • V • • • n • ••• • •I • • • • • n • n • „ .9..n• • •'• • • • •, • • • I • ; (") . • • . . „ " . • ... • • ". „ • • ' , . , ... • ". „ „ „ • " " . • " . . • " • . .• • • , , • . ° , • . • • ..• . , . •. • • „ , . ,• • A " . • • „ „ . , • . • • • . • • ° v • RIGHT EL VATION SCALE: 1/4"i' -O' TRADITIONAL 6" X 1" RAISED SMOOTH STUCCO BANDING, TYP, , - - ql,NOWNORAWMat 2 LA NOLES: - PROVIDE HIGH DENSITY FOAM WITH TOUCH 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 CASTFROM 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. 2:-6" ( 3 APPLIQUE A5.202scAlE :NTS = I ( 310 \\\)_EDGE SCAI E :NTS \\A5.2.0,,/ — ( 606 sROSETTE A52/ cCAI 'NTS .,0 ROOF PER CONTRACT. FINISH FLOOR --------- SCORED STUCCO 1 4" DIA. X 1" RAISED SMOOTH STUCCO "4. /7 / 2" BULLNOSE TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BLIILDLN11 CODE IN EFFECT AS OF DATE OF CEPTIF1CATION BELOW. SEP 21 'Z013 ARON P. BARLEY, AIA AR 94562 LI 01 ORLANDO LADELPHIA ANGELES fl D 0 DRAWN BY E. ROHENA CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-12-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FRONT & SIDE ELEVATIONS NOTES & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER cx SERIAL NUMBER 1010,0 u_ 1— (1) 0 , Lu LUct ce 0w 0 LU U.J < LU a: co > F--- 0 LLI 0 Cf: LLI 0 ce uJ 1-- 0 o: LU < 0c! L11 Ce L9 o LU CL 0 • 4 (1) LAJ SED uJ REPRESENTED BY Tb U._ 0 LLI 0 uj 0 0 La uj ce 0 UJ 2! LLJ 0 LL. (-) uJ a., LU -71) a: (/) (r) a LLI /-- 0 0 LLJ uJ 0 LJJ 1— rn 0 a 0 0 0 u._ 0 r 181-6" 2'-7" 7'-10" BEDROOM 3 9'-4" CLG 13'-2" AlfIC ACCESS 17'-2" ,/ SECOND FLOOR PLA SCALE: 1/4"-11-0" 00 n1 00 "CD CT, Lt) L n 11'-5" BATH 3 9'-4" CLG R & SH 81'-0" :WLC 41-2" 5'-2" ) V 5 56'-10" 91-10" 6' Fr R & SH ..t: 1 Ln W..I.C.;I ce I ( 7 ) ( 471;1U2.. 42 1 (13) 221 X 54'1F - ATTIC I - ACCESS OPE\ TO GREAT 'ZOOM BELOW 20'-2" TO 201-10" COFFERED CLG, FRAME WALL OUT TO MATCH MASONRY 17'-4" WALL BELOW / FRAME GIRDER TRUSS „/ \(/ OUT TO 6" WIDE \ 4,1 " TRADITIONAL '!!!(7,) 42'-2" „t.‘, 9971? r MECH. 9I-4" CLG, 1'-l" /- 216" 42" H. GUARDRAIL W/ PICKETS SPACED TO REJECT A 4" SPHERE 81'-0" -FRAME UP FROM WALL BELOW 7'-8" 5"-0" . .. BEDROOM 4 9'-4" CLG 121-4" Li F CLG.T9 11 iLJ d 1 I 56'40" 1 OPEN TO FOYER BELOW 201-2" CLG ( 5 141-6" BONUS ROOM 9'-/1" CLG. 131-0" 42" H, GUARDRAIL W/ PICKETS SPACED TO REJECT A 4" SPHERE OPEN TO OVERED ETriY BELOW 20'-2" CLG,I 5'-8" 1' 6'-O" 1P-4" 5'40" 111-6" 5-8" 7.1 c 9 Tx) ADDITIONAL NOTES, SCHEDULES, & DETAILS CA\ BE FO ON THE A2.20 SmiEET. ,513V144 ND '1'0 'DIE BEST OE MY KNOWLEDGE, THE DESIGN DEFICTED ON THIS DRAWING COMPLIES WITH THE AMICABLE MINIMUM BURDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW SEP 2 zi 2013 AQ[. BARLE,Y; AtA AR 94562 Li Li CT, 00 00 zr •et ,-4 00 Li LJ z El Li DRAWN BY • E. ROHENA CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-12-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVI -RO ELEVATION NAME TRADITIONAL SHEET NUMBER A3.20 ERIAL NUMBER 1010.0 E LC) CN ("NJ (N" —1 CD CS" aL3 1) LL uJ Kra; 0 0 I.J-1 or) 0 0 LU CL. LLJ LU 0 ;JJ LU w 1F - LU ice 11-1 11.1 ›- 11.J 11-1 F- >•-• 0 0 (,) LLJ 0 LU 0 (10 0 U- 0 LU 0- 0 CZ. 0 - UJ 0 c0 0 LU LU ›"T UJ 1— LU 11-1 CZ 1.L.1 0 0 CZ LU 0_ UJ .7= 1— CD U-1 0 OB AND TOLL BROTHERS TIONS ON THE MENSIONS AND COND 0 0 0 LL 0 ce LU >- LU ORS SHALL VER Lij (.1) (f) NGEMENTS OR P1 a LU 0 LU 0 cn 11 0 LLj - J Lf) CZ LLJ 0 LU LLJ 0 LL.1 LU 0_ U-1 C.9 L.L.1 11C 1-- ›- ! 0 LU I 1 LU DC 0 U - (J) 0 (74) Lu LLJ LL 1E2 tr- o (/LJJ CZ CO LIJ (r) 0 c)C Lu --I Li_ 0 Li - 0_ 0 ;Of L.) -7" LU uJ • CD (1) 41; Lu 0 LU 0 0 uJ LU 0 LU 3'-6" r.1 LC) A 'lib A7,20 21-0" TYP. 8 31-6" RST FLOOR PLAN MASTER BEDROOM 91-4' TO 101-0" COFFERED CLG, 41-0" 11-4" BOX OUT TO MATCH COLUMN DT H 'T-6" 1872" 121-9" .51-0" 23'-8" —00 "En COVERED LANAI ti CLO. 111-0" CD 6'-8" 8'-0" DR & SH W I C r9'-4» CLG. ri cn . , c :/ ( " ) c.:r_:: t -4" 3'-10" o?..5 9'-4" CLG. DR & SH 6 - 6" 101-4" \IASTER E3ATH 8'-8" CLG 8170" 77'-6" 51-2" NEE SPAC,, 21-10" 41-4" (10) 91-6" • TEMP. SHWR. ENC ON TUB DECK SEAT (f:1) 18" AFF, SLOPE TO DRAIN 31-4" 6" 141-2" TEMP. GLASS ENCL. VENT TO ON 42" KNEWALL OUTSIDE - it CABINETS :3':141 ABV. 81-6" CD v-;-1 -LC') ,17C-C:CrIvIrr.---g-2-71-/C-0011P7fr1 51 T4" CLG. BEDROOM 2 --r ----- W.H. 91-4" CLG. ARCH TOP @ 8'-0" A.F,F. / j • /--- 8 N 31-6" -/- LIN. AK— TEMP, GLASS --- ENCLOSURE TWO-STORY GREAT R001 201-2" TO 201-10" COFFERED CLG. 151-1i" 111-9" t): DINING ROW/1H 101-0" TO 10'-8" ibr:d1,1 COHERED CLG. 2'-0" 111-5" 6'-1" TYP I:1B 61-4" SCALE: 1/4---11-0" TRADITIONAL 24" 0.C. 22" MINX 36" MIN ' ' (ROUGH FRAMED) / DRYWALL ON PLYWOOD FASTENED WITH DRYWALL SCREWS © 6" 0.C. PERIMETER & .12" 0,C. FIELD 44' >-: F--,1 ,., -- TRUSS TOP CHORD C7-.) 1-1 LO VENT -IC oursiDE- ./ 4 6, ARCH TOP @ X 8'-0" A.F.F. 9r-11" I. 1 LDRY, 91-4" CLG. ) ,C44) _ 5, -911, Fn 24(1 31-4" 12) itty AHU SUSPENDED FROM TRUSSES / 2'-5,1/ • 7.20 4_44, 42" H. HANDRAIL W/ -4\7 \-11- PICKETS SPACED TO REJECT A 4" SPHERE 2"X6" WALL AT 42" AFF,, ROUGH, W/RAISED COUNTERTOP DW DBL. SINK GOURvET w/oisp. 3' 6" KITCHEN 1,01-0" CLG. COOKTOP W/ MICRO. ABV. PRE-ENGINEERED WOOD ROOF TRUSSES - SEE STRUCTURAL DRAWINGS PROVIDE R-38 MINIMUM BA I I INSULATION AT CONDITIONED ACCESS LOCATIONS - TRUSS BOTTOM CHORD DRYWALL CEILING BOARD ON PRE-ENGINEERED WOOD ROOF TRUSSES ------ DECORATIVE TRIM MOLDING PER SPECIFICATIONS ATTIC ACCESS DETAIL SCALE: 1" - 11-0" 451-2" DBL. OVEN 811-0"4 ,TWO-STORY FOYcR 201-2" CLG. 31-0" 31-0" 41-10" NICHE REF. 6 n1 "Th 8" 31-011 61-, ARCH TOP (g)--, 9'-4' A.F.F. STUDY 10'-0" CLG. (4) 12'-8" FIE MX, LLJ 201-0" fl 00 11.1 (.9 CZ LU TWO CAR GARAGE 91-4" CLG. ARCH TOP @ 81-0" AFF, LOOR ABOVE 0 (J-51 C) LLJ 8" • 4" r (2J ' TWO-STORY COVERED ENTRY 201-2" CLG. 71-4" CD INSULATION SCHEDULE LOCATION CEILING @ LIVING AREA EXTERIOR MASONRY WALLS EXTERIOR WD. FRAME WALLS WALLS TO LIVING AREA TYPE FIBERGLASS AL -FOIL FIBERGLASS FIBERGLASS --ARCH REFER TO ELEVATIONS FOR DETAILS 51-10" 201-4" 7-2" ED TYP. NICHE DETAIL AUL SCALE: 4-1-0" INTERIOR VARIES - - • / if) LU TYP. ARCH DETAIL_ SCALE: 1/4-1-0" INTERIOR 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: .1111••••••••••11111•11• N•1111K =LW --DOOR TAG • ---- DOOR CALL -OUT R --VA LU E U. N.0 38 4.1 19 11 REFER TO STRUCTURAL SHEETS FOR WINDOW CALLOUTS, SCHEDULES AND DESIGN PRESSURES PROVIDE WINDOW GUA-ZDS, "GUARDIAN ANGEL" OR "APPROVED EQUAL" —0 AL SECOND FLOOR OPERABLE WINDOWS WITH SILL HEIGF-TS LOWER THAN 36" A.F.F. Aluirns.M1,11.1.* TYPE THERMA-TRU INSULATED ENTRY DOOR 2 OVERHEAD GARAGE DOOR STEEL 3 SLIDING GLASS DOOR 4 DOOR HOLLOW CORE DOOR 6 HOLLOW CORE DOOR 7 HOLLOW CORE DOOR 8 HOLLOW CORE DOOR 9 NOT USED 10 GLASS SHOWER DOOR 11 HOLLOW CORE POCKET DOOR 12 HOLLOW CORE DOOR 13 LOUVERED DOOR 14 HOLLOW CORE DOOR 15 SLIDING GLASS SHOWER DOOR DOOR SCHEDULE 3-0" X 8-0" 16-0" X 7-0" 12)-0" X 8-0" 2-8" X 8-0" 21-8" X 8-0" 1-6" X 8-0" 2-4" X 8-0" 2-0" X 8-0" 2-4" X 614" 2-6" X 8-0" 2-6" X8-0" 2-8" X 8-0" TRADITIONAL 1,964 SQ. FT. 983 SQ, FT. 2,947 SQ, FT. 53 SQ, FT'. 240 SQ. FT. 449 SQ, FT. 3,689 SQ. FF. REMARKS W/ 12" SIDELITE TEMPERED / IMPACT SIDELITES ONLY NON -INSULATED RAISED PANEL TEMPERED / IMPACT SOLID WOOD NOT LESS THAN 1 3/8" THICK/ OR 20 - MINUTE FIRE - RATED INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR / TEMPERED INTERIOR INTERIOR INTERIOR 2-6" X 8-0" INTERIOR 51-0" X 6-011 INTERIOR / TEMPERED IFIRKW&VITOMMIRIWA MARA., TO THE REST OF MY KNOW] EDGE, THE OESICiN DEPICTED ON THIS rRAw;r, CONPI IFS WITI I "'HE APLCABLE CODE IN EFFECT AS OF DA/1/ OF CEN nricKno,, BELow. SEP 2 4 2013 4 4 ARON P. BARLEY, AIA AR 94562 00 71 - Tr' C.] C71 00 es1 1.3.q Li LJ ci) 01 Li DRAWN BY En ROHENA CHECKED BY • E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE • 09-12-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR PLAN NOTES AND SCHEDULES PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO • ELEVATION NAME TRADITIONAL SHEET NUMBER • A2120 SERIAL NUMBER 1016-.0 0 -0. UJ rzy Cf) 0 w fa_ Ce 0 LU Q I--; LU 0- 0 LU UJ 0 0 0 w0 U.1 LU 1— LU LU Ca! LU LLJ > 0 tjJ Cie 0 I- L BROTHERS VER WITHOUT THF 0 1 -- LU Co! CL CK 0 LL CC 0 LL0 ri 1- 0 col E 0 0 (I) 0 LU 0 Li - LU —1 COV) 2. 0 CL w cx: 11.1 0 CC) NED BY AND THE PROPERTY 0 WING ARE 01 0 INDICATED OR REPRESENTED BY TH NGEMENTS OR PLANS SHALL ORS SHALL V 1 CEDENCE OVER SCAL 0 0 J) Lu uJ LI) u -I 1-- 27 F- 2: 0 cx w w (.9 LU LIJ 6 ce LLJ fn - L- IT.: 0 1-1-• 1— 0 0 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 (END -7 PLUMBING NOTES 1. ALL CLEANOUTS UP TO GRADE, 2. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS OR VALLEYS, 3, ALL V.T.Rs SHALL BE DIVERTED TO REAR OF ROOF 4. PLUMBER TO PROVIDE STAND PIPE FOR WASHING MACHINE. STUDOR VENT CO " 2" VTR c0 LAV DBL, SINK DW LAV SHOWER 3" CO LAV 3" TUB STUDOR VENT CO WASHER L.T. 3" 4" TWO WAY CLEANOUT 2" 3" 2" VTR 00 2" VTR LAV TO SEWER CO VVC SHOWER 0.4,0/114.{.6 ..:47.1::::::11101711:1L.4.,411414.W.411M4u, ;777, / / ... I I PLUMBING RISER SCA! F.: N2T GAR. FIN, FLR, 4" CONC. SLAB W/ 6 MIL, VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL SECTION @ GAR. DOOR 1.N SCALE: 3/4" = li-O" (FND-7) N 1 1 1/2 WALL PER PLAN NOTE: FILLED CELLS ARE AS PER PLAN PLAN VIEW -RECESS IN SLAB LLJ LU ▪ ----- GARAGE --- DOOR ..„.1 SLAB RECESS LU LU TO THE BEST OF 14Y KNOWI,FIX,F, THE DESIGN DPICTED ON THIS DRAWING COMPLIES WITH THE APPLICAEkE MINKJIII BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, SEP 24 2013 A 01\r P, BARLEY , AIA AR 94562 TSDALE ORLANDO LT El (^4 DRAWN BY E. ROHENA CHECKED BY NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 0942-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB NOTES, SCHEDULE'S, & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME ALL SHEET NUMBER Al.N pe SERIAL NUMBER 1010.0- 0 LU :D 0 LLuj0 LU LU 0 0 LLI LU 0 LLJ cr C.) L1,1 LLJ >-- LJJ d 11.1 (5 ;72 ›0 CL ° U -I 0 LY L.) 0 0 Li iv: - 0 0 0 U) Ci) LU LU LLJ /-- b 0 uJ LU v.) N FOR ANY PURP - >-- cx: • 0 0 I-- a LU LL 0 0 „..1 C.-12 CL o Ce 0 CL LLJ 1 -- >-- co 0 LIJ 0:” u) LU ! < ITIONS ON THE JOB AND TOLL BROTHERS 0 0 (f) 0 (I) uJ 0 c4 0 LL 0 u) >- CC) 0 LJJ LU Li) LLJ CS: LJJ Cn < LU CD 0 0 uJ Z . Cr) LIJ LLJ LL. LU L.6 1-- (-9 !EA 4-4 LU 0 0 11.1 0 1 —J- o < _J 00 Pt") 1 31-6" /- - /- 7'-6" SLAB LAYOUT 0) Pt) CO 6'-8" '-0" 27'-2" 1-11" 9'-8" 341-4" HB 1'-0" 2'-4 71-10" 2'-0" 4" 811-0" 77'-6" 96" X 48" X 4" CONC. PAD TOP © 3" ABOVE GRADE 00 Tr) 16'-8" 6" PLUMBING- I WALL TRA DITIONAL -PROVIDE ELECTRICAL CHASE FOR ISLAND 45'-2" 81'-0" 6" PLUMBING - -WALL 20'-4" 16'-6" 91-8" 51-8" '1 I 8" PLUMBING WALL - -4" PLUMBING WALL, TYR U.N.O. 20-10" 7'-4" 6'-0" 11-4" 231-10" 20'-8" 5'-10" 20'-4" HB ' 00 LO 00 TN 00 ADDITIONAL NOTES, DETAILS & SCHEDL CAN BE FOUND ON THE ALN SHEET. LES 0 1•-•^,,,,•.-„^-.-- •-•^ TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICAFILE MINIMUM [1111)G CODE IN EFFECT AS OF DATE OE CERTIFICATION BELOW SEP 2 4 2013 C BAf4.EV, ALA A R 94562 Ei Li ORLANDO CY4 El Li 0 C71 C•1 DRAWN BY E. ROHENA CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-12-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB LAYOUT PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME TRADITIONAL SHEET NUMBER -A1.20 Ee SERIAL NUMBER 1010.0 .2E" 0 U -J (1) 0 LU 0 UJ LU 0 0 11J 0 LU LLJ Fr— < LU crf w Ltj LL. 0 1(.7) Lu w 3ROTHERS ca 0 uJ 0 0.7 0 0 0 TZ. .7e 0 (/) 0 U-1 ()' CC: LU 1— . 0 CZ —1 0 1 -- LL 0 ce c—) 0 (-) 0 Li_ UJ CO (15.1 0 0 LU LU CO 0 ce LU cn tr) ce 0 HOWN BY Th TERMITE SPECIFICATIONS: toorramowv.a.imt.wo SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE 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." ma.Talmh*TRAPpw443VARIVAIM1119241MISSIAllingnitanda.ww' wmwwwwwaummumwmatwwitkowumammitwarnimATAANNAmoumnwo, WOOD CONSTRUCTION I. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED, 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ( 1,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.0, 4, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 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 THE 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 OF THE OPENING SHAM.. NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54'A.F.F. WINDOWS GREATER THAN 72' ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R6I6.2. 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 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE ':':TEE[,. DOORS NOT LESS THAN 13/8 INCHES (35 MM) 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" NO 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, UP TO 8' ABOVE FINISHED FLOOR, ENCLOSED ACCESSIBLE SPACE L.;.",,HDEP STAIRS SHALL HAVE WAE LS, UNDER -STAIR SURFACE AND Aw SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. NON-BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL 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 5 - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. 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 THE PROPERTY. 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 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE, CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY 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. ALI. 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 BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVAL S. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 34 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 1/2" INCHES LONG HAVING A HEAD NOT LESS THAN 34 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, ROLES, 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 R703.1,3 AND R616, SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). ALL NON-BEARING WOOD PARTITIONS IN WET AREAS SHALL BE PRESSURE TREATED, TO THE BEST or my KNOWLEDGE, TILE DESIGN DEPICTED ON MIS DRAWING COMPLIES WITH THE ABIRICABIE MINIMUM BUILDING CODE IN EFFECT AS OF DPTE OF CERTIFICATION BELOW, SEP 24 2013 SARI EY, AR 94552 01 [1 DRAWN BY CHECKED BY A. BARLEY SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION GENERAL NOTES PROJECT NAME ALL ALL LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER G 1 SERIAL NUMBER 1010.0 .7P 0 UJ 0 CY. 0 LIJ CL LU UJ 0 LU 0 IJJ uJ LU uJ Lu Lu Lu eL LLP LT; LU 1- 0 LJ -1 0 rf) 1r 0 1J-1 0 CL (J) T1' 1.1J < z 0 U_ _J ▪ -J < uJ 0 0 cc.),5. LU LL irtj Z.. 0 0 0 (11 0 0 ce uJ 7E Er) 0 11J 0 UJ k•—• 0 cr) 6 Lr) 0 1-7 LU LU ,i1GEMENTS AND cn (if,/ UJ 0 U.1 0 .._J Lfl (.9 LU 0 Lu 0 7) Up LL 0 LU 0 UJ u 1— (1)>- uJ2: CD 0 LPJ LL.1 uJ 0 a 0 h.3J a. a LU Q < (f) 0 U") (9 UJ ! F••••I LIU M7 LL1 LU E F- LU CD Po 0 117---1 > APROW MINNSPAWSM MWWINNWAY*WWWWMWSIOMIMPWO 11-.1.111. . LIST OF DRAWINGS C1 Cover Sheet « Index of Drawings GNI General Notes SLAB LAYOUT Al.,20 Al.,N Slab Layout for Traditional Slab Notes, Schedules, & Details FLOOR PLANS A2.20 First Floor Plan Schedules and Details for Traditional A3,20 Second Poor Plan for Traditional EXTERIOR ELEVATIO \.1 A5.20 Front and Side Elevations Notes and Details for Traditional A5.1,20 Rear and Side ElevaUons, & Roof Slope Plan for Traditional BUILDI A720 NG SECTIONS Building and Stair Sections for Traditional STANDARD NOTES & DETAILS D3 D7 D8 Standard Notes & Details Standard Notes I Details Standard Notes & Details WM. THE GRAPHICS ...1811Mst PARTIAL SECTION DETAIL NUMBER DRAWING NUMBER BUILDING SECTION _ .....__DETAIL NUMBER DRAWING NUME3ER CEILING HEIGHT CHANGE ., CENTER UNE _ELEVATION MARKER _SLAB RECESS FRAME BEARING WALL j INTERIOR WALL (NON-BEARING) CMU MASONRY WALL 7.111-1-1-1 GABLE END WALL FRAMED KNEEWALL L. j DROPPED SOFFIT IER INTERIOR ELEVATION __DETAIL NUMBER DRAWING NUMBER DETAIL CALL -OUT DETAIL NUMBER DRAWING NUMBER SPANISH TILE SHAKE SIDING SIDING BRICK STUCCO FINISH EARTH INSULATION DECORATIVE STONE PRE -CAST [INTEL / HEADER Jurisdiction: City of Parkland, Florida Project Address: Lot 59 Architect / Engineer: Toll Architecture Number of Bedrooms/ Bathrooms: 4/3 Full Total Sq, Et. Under Roof: 3,689 SW:T. Length of Privacy or Wing Walls: N/A Number of Stories: 2 Balcony Railing: N Screen Footing: N Shutters: N Mean Roof Height: 23-4 3/4" Overhang: 1F-4" Projec: Name: Roof Pitch: 5:12 Parkland Golf & CC - Ambassador *um .............mainEMOMMILmomon ommammitam****Auk mum* DESIGN CRITERIA .WWWWWW11•1. INW•WWW1101•WM. IIIIIIIPWIIIPIOW•CRWIWWWWWWWWWO -WO STORY - FIRST FLOOR MASONRY SECOND FLOOR FRAME DESIGN BASED ON 2010 RESIDE\TIAL F.B.C. F.B.C. RESIDENTIAL 2010 F.B.C. MECHANICAL 2010 F.B.C. PLUM3ING 2010 -.B.C. ENERGY CONSERVATION 2010 F.B.C. FLEL GAS 2010 F.B.C. ACCESSIBILITY 2010 N.E.C. ELECTRICAL 2008 N.F.P.A. 101 2012 ASCE 7-10: MINIMUM DESIG\ LOADS FEMA RULES & REGLLATIONS SINGLE FAMILY RESIDE\ CE - GROUP R3 BLILDING TYPE: V - B RISK CATEGORY: I WIND DESIGN BASED ON ASCE 7-10 ULTIvATE DESIG\ WIND SPEED = 170 VPH NOMI\AL DESIGN WIND SPEED = 132MPH EXPOSURF. C ENCLOSED BUILDING INTERNAL PRESSURE COEF. +.18/-.18 FOR WINDOWS & DOORS SEE FLOOR PLAN FOR ACTUAL PRESSURES THIS DRAWING AND DESIGN IS VALID 7OR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID ABBREVIATIONS A/C ABV, ADJ. A.F, A.E.F. AHU ALT. ALUM. B.B.Q. BD. BOIT, BR. BKEST CALL C.J. CL CLG CMU C.O. COL. COMP, CONC. CONT. DB, DBL. DR,& SH. DECO. DET. DIA. DIM. DN DR. DS. D.S.S, DW DWG. E -,E. E.W. EL. ELEC. ENCL. ENG. EQUIP EXT. NUMBER AND EQUAL AT AIR CONDITIONING ABOVE ADJUSTABLE ABOVE FLOOR ABOVE FINISHED FLOOR AIR HANDLE UNIT ALTERNATE ALUMINUM BARBECUE BOARD BELOW FINISH FLOOR BOTTOM BRICK BREAKFAST CALCULATIONS CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMPRESSOR CONCRETE CONTINUOUS DOOR BELL DOUBLE DOUBLE ROD AND SHELF DECORATIVE DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DENSE SELECT STRUCTURAL DISHWASHER DRAWING EGRESS EACH END EACH WAY ELEVATION ELECTRICAL ENCLOSURE ENGINEERED EQUIPMENT EXTERIOR FIN. FLR. FLR, END. F.P. FRT. FT, FTG. F.O.M. GAL G.A. GD GEI G,W.B. H HB HD, /HDR, HGT. / HT. HORIZ. INSUL INT. I.L.O. KS L LAV LDRY LIN LT M.B. MAX M,C, MFR. MIL. MIN. MIRR, MLDG. MT N.T.S. O.A. 0,C, 0,H, OPT. OPNG, OSB PED. POLY P.S,F. AWWWIWW&WWWWWWWWWWWWWWWWW.... FINISH FLOOR FLOOR FOUNDATION FIREPLACE FRONT FEET FOOTING FACE OF MASONRY GALLON GAUGE GARAGE DOOR GROUND FAULT INTERRUPTER GLASS GYPSUM WALL BOARD HIGH HOSE BIBB HEADER HEIGHT HORIZONTAL INSULATION INTERIOR IN LIEU OF KNEE SPACE LONG LAVATORY LAUNDRY LINEN LAUNDRY FUB 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 FULL NAME ELEVATION CODE MAN. WIL. PRO. CHA. VER. CLA. MED, TRA. COU. HER. CMN. MSN. CEF. SCL, BOR. BRO. REN, VIE. TUS, CLS. ITV. MANOR WILLIAMSBURG PROVINCIAL CHATEAU VERSAILLES CLASSIC MEDITERRANEAN TRADITIONAL_ COUNTRY MANOR HERITAGE CIMMARON MISSION CRAFTSMAN SPANISH COLONIAL BORDEAUX BROUGHAM RENAISSANCE VIENNA TUSCAN CALAIS ITALIAN VILLA 0 07 08 09 10 18 19 20 21 22 28 30 31 32 33 39 40 41 44 46 58 PSL P.R. P.T. PT. LD. PWD, PLW, RA RAD. REF, REINE. 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&G TEMP. THK. T.O. T.O.B,B. TR, IRAN, TY P. 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 OTFIERWISE VAPOR BARRIER VERTICAL VENT THROUGH ROOF WIDE WITH WATER CLOSET WOOD WINDOW WALK-IN CLOSET WATERPROOF GFI WELDED WIRE MESH WELDED WIRE FABRIC I 0 THE BEST OF MY KNOWIEDGE, 71 -IE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITM THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DAT. OF CFRTIFICATION BELOW SEP 2 4 2013 AR 94562 LJ z EJI 1:11 Li DRAWN BY E. ROHENA CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-12-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION COVER SHEET PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR BROWARD COUNTY LOT/BLOCK 0059 TBI NUMBER 0059 MODEL SAVIERO ELEVATION NAME ALL SHEET NUMBER 110 SERIAL NUMBER 010.0 L. ootom. OTYOFP�RKLANDBU|L0NGDEPARTK4ENT9S4'75}'S447 --- | — DateRcceived�IO/9/]� Permit Lot: 59 B|ock:D Subdivision: PARKLAND GOLF & COUNTRY CLUB Job Address: 10175 CAMEILLA STREET Work Description: 59/D PG&CC __Contractor: DEPARTMENT Date Denied ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL ELECTRICAL PLUMBING K1E[HAN|CAL ' c ' ' Phone: Date Approved *y / /� ~�|�