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Home My WebLink AboutBLDG1307-0077-PlansLJ X U G'7 tY t'5X'1,-.4.lNAO CI) ' 4 1 / / 1.j 13.00 12.70 00 Le-) c�. 1215 F 15.3. ] E15.1,':-] IFF 14.7] FF 14.30 [F 14.50 1N6() 1�r,,1" �0 15(3��. 140( (2 RC2 _.. 0_1.4.50]1 ;SU 1114.50] FEJ4.t4 0..14_ 14 00 14.00 14,04 14 OOx 14 0t0" 0 0 L14-4 0 [T_L14 56] FF 14.20_ IFF 114.30] 14.34 FF 14.65f A1rrX 5[Fl�r.75] r_F14.75 14 �,) 14.2.4' FF 1 h_3] X 7j. 80 FF 14.50 ] FF f,r4.6 !x.8 _� Ef- 14.45, + 14,50 00 12.00X 0F14.30; OQ-1 15'4° 17 ti- - X1345 X13660 14.00 14.351 5-7 FF 14.9o] 2.00 ��.00 [FF 14.00] FF 14.15 300 (,\N:n1.r,;,Iaz 0 ST 0 rF_i 5.50] 14.75x. l9 •451- FF1 .20 FF -14.70] [FF 14.40] 00 IFF_i4.30_l "14.N 12.00 x 13.60 [F 141 iJ ( 13.30 [Fri 4.o5 [FF14.10] r'• 13,60 FF 5.21 Frif" 7t 14.50 /12,44 IFI_15,191 )414.40 l [811.10! X13°8° AFF` 14.x] [FF 15.25] x 14.00 RC1 L._14.50j 1'' X 1 00 2.80 E 114.50 3,30 4,12.15 F 14_30"j x 7,3.8C1 1100 "°:. 0 3,30 2.45 x 13.50 [FT_14.00,1 14.75 y 7200 13.6 N LEGEND RIGHT--OF--WAY AND BOUNDARY LINES CENTER UNE PROPOSED EDGE OF WATER E.U.W. EASEMENT LINE LOT LINE �.0.B. TOP OF DANK PROPOSED LOT GRADE 0:5% PROPOSED ROADWAY SPOT GRADE [F -1 2-0o] PROPOSED FINISHED FLOOR ELEV. PROPOSED FLOW ARROW 1.5% PROPOSED FLOW PERCENTAGE 12•p0 EARTHWORK FILL NOTES. 1) ROADWAY LIMITS TO F3E FILLED TO 1 0 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. NOTE FOR SEE PARKLAND COU flIONAL H C Y CLUB PLAT OL. INFORMATION, Z 0 cc 0 GEE & J ENSON A Qiwsion of .:H2M HILI_ EE3 0000072 AA 001992 11575 Heron Bay 1'4vd, - Suite 106 Coral Springs, Fla rida 33076 PH (954) 752-4960 F aX (954) 752-6730 www.0-12ALcoM JOB NUMBER CAD FILE P17 SHEET NUMBER 175485 GlOIg.___YD C10 SHEET 12 OF 14 4 LIJI�IUHIUJIOI • '1270!=t0°C;t14, - --...--::h111111111:1111644410111111iiitoilits1,01-11 • 1 I 1 __III_ III_ III _III _III III ( PLANTING BED EDGE ) NOT TO SCALE -I REMAINING SHRUBS ARE FILLED IN -- BEHIND THE FRONT SHRUB LINE. SHRUB & GROUNDCOVER LAYOUT NOT TO SCALE BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. 3" MULCH 12" WIDTH ALONG BED EDGE AS DEAD ZONE MAINTAINED. CENTERLINE TO BE 4" BELOW FINISH GRADE OF SOD. SOD EXISTING SOIL LAYOUT OF SHRUBS AT THE PLANTING EDGE IS DONE FIRST TO ESTABLISH A CONTINUOUS LINE. BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED. SOD. USE ROLLER TO SMOOTH SURFACE. MULCH RING NO TREE TO BE PLANTED CLOSER THAN 4' TO BED EDGE. PLANTING BED EDGE CUT CLEAN AND STRAIGHT AS DIRECTED BY OWNER. MAINTAIN 12" DEAD ZONE AT BED EDGE: SEE PLANTING BED EDGE DETAIL. 44 (10 0, e ,1.11111 10 k J. i I'll - t Ailk 0 )k ,,....... ' 4' II NOTE: TOP OF ROOF BALL SHALL BE AT LEAST 2" ABOVE THE FINISHED GRADE. AND 'COVERED WITH A 3" LAYER OF MULCH. ANY PRUNING SHALL BE DONE AT THE DIRECTION OF THE OWNER. USE 1/2" DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE; 3 (MIN.) EVENLY SPACED GUYS PER TREE; FOR TREES 10' AND OVER ADD ONE TURNBUCKLE TO EACH WIRE TO MAINTAIN SUPPORT RED AND WHITE STRIPED FLAGGING RIBBON BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD IRRIGATION WATER. 2"x4"x24" STAKE (PRESSURE TREATED) ROOT BALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOT BALLS SMALLER THAN 2' DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL. DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2LARGER THAN THE DIAMETER OF THE BALL. FILL MATERIAL SHALL CONSIST OF NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. IRREGULAR & MULTI -STEM TREE PLANTING _) NOT TO SCALE 3" MULC1. FINISHED GRADE TYPICAL PALM PLANTING ) NOT TO SCALE -I I I - TRIM ONLY THOSE FRONDS VVHICH HANG BELOW LEVEL OF TREE HEART. MINIMUM OF NINE (9) GOOD PALM FRONDS. NOTE: CABBAGE PALMS TO BE INSTALLED HURRICANE CUT UNLESS OTHERWISE SPECIFIED. TRUNK DIAMETER SHALL BE CONSISTENT - VVITHOUT 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 TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 5 (2 x 4 x 16") WOOD BATTENS. 5 LAYERS OF BURLAP TO WRAP TRUNK. STEEL BANDS (3/4"; H.C.S.) MINIMUM 3 (2x4) WOOD BRACES BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD WATER. (2X4X24") STAKE PAD (TYP.) FILL AROUND ROOTBALL WITH BACKFILL, FLOOD, & COMPACT FILL; REFLOOD/JET & COMPACT FILL 1 DAY AFTER INSTALLATION IN ORDER TO INSURE ELIMINATION OF AIRPOCKETS. ') GROUND COVERS & ROOTED CUTTING NOT TO SCALE MULCH RING IN SOD DETAIL NOT TO SCALE V II II • 11111 II1,1,.1111;1 I I 40' 1+ 10 LARGE SHRUB PLANTING ) NOT TO SCALE NOTE: 1. NO NAILS SHALL BE DRIVEN INTO -I REF. AND TRUNK SHALL BE FREE OF ANY MAJOR SCARS. 2. TOP OF ROOT BALL SHALL BE AT LEAST 2" ABOVE THE FINAL GRADE ANY PRUNING SHALL BE COMPLETED AT THE DIRECTION OF THE OWNER. REMOVE CHORDS FROM THE TOP 1/3 OF THE ROOTBALL AND FROM AROUND BASE OF TRUNK. TOP OF ROOT BALL SHALL BE AT LEAST 2" ABOVE THE FINISHED GRADE. MINIMUM 3" MULCH (SEE WRITTEN SPECIFICATIONS). KEEP 6" (MIN) FROM BASE OF TRUNK. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH SPREAD OF PLANT THOROUGHLY WORK SOIL TO A MINIMUM DEPTH OF 6" FOR GROUND COVERS, VINES, ANNUALS, AND PERENNIALS PLANTING BEDS. SEE SPECIFICATIONS FOR BACKFILL/PLANTING SOIL MIXTURES. 3" MULCH DEPTH. TYPICAL TRIANGULAR SPACING OF PLANTS TO INSURE FULL COVERAGE BY GROUNDCOVER. SOD CUT A RING INTO A 'PERFECT' CIRCLE'. • EDGE TO BE WELL -FORMED AND WITH CRISP, VERTICALLY STRAIGHT CUTS. • TREES LESS THAN 3" IN CALIPER; ADD 3" IN RADIUS OF MULCH RING PER 1" OF TRUNK CALIPER O FOR ANY TREE GREATER THAN 3" CALIPER. • PROVIDE RING AROUND ANY TREE PLANTED IN SOD: • RING SHALL BE MIN. 2' IN DIAMETER FOR THE TREE PIT TO HOLD IRRIGATION WATER. 3" DEEP MULCH NOTE: TOP OF ROOT BALL SHALL BE AT LEAST 1/2" ABOVE THE FINISHED GRADE. PRUNE SHRUBS AT OWNER'S DIRECTION ONLY. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS. REMOVE ANY CONTAINER OTHER THAN BURLAP THAT MAY BE AROUND ROOTS. 3" (MULCH BUILD 4-6" CONTINUOUS SAUCER AROUND THIE TREE PIT TO HOLD IRRIGATION WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED SOIL, DIAMETER OF HOLE FOR BALLS 2' & GREATER SHALL BE 2' LARGER THAN DIAMETER OF BALL. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE THE BALL DIAMETER FILL MATERIAL TO CONSIST OF NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE PLANTING (2"-4" CALIPER) _ NOT TO SCALE NOTE: ALL SHADE TREES SHALL HAVE FLORIDA 41 OR BETTER TRUNK STRUCTURE AND BRANCH ARRANGEMENT TREE CALIPER SHALL BE MEASURED AT 6" ABOVE GRADE FOR UP TO 4" CALIPER AND 12" ABOVE GRADE FOR OVER 4" CALIPER BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2 x 4 x 24" STAKE PRESSURE TREATED FINISHED GRADE FILL MATERIAL SHALL CONSIST OF NATIVE SOIL FROM HOLE DUG FOR PLANT. 75 Cf PAVEMENT WJP1& T 5. MIN. L. ARA770N is • — 75' —1 5' MIN. 6.5' MIN. PIPE *IF A -4.„ IS 1 - ALLED WITH l'HAN 10 FEC -T Of /RATION FRa1 A WATER MAIN OR SERVICE AN/:)/OR A SEVER MAIN OR SERVICE, 11* CONT SHALL INSTALL A - • • EIARRIER. THE ; '''' ER SHALI. BE ler IN LENGTH 0.- -••- CN THE -..... *TRIlt4: 0 INSTALLED PARALLEL TO 111E l/TILATY WITH A IINIMUll 5' s 1Cf/TAL SEPARATIOtt 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 &/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. LOCATION OF TYPICAL ROOT BARRIER UTILITY LINE ROOT BARRIER TO BE PROVIDED BY DEEP ROOT, SPECIFIED AS PANEL TYPE — UB36--2 OR APPROVED EQUAL. ROOT BARRIER TO BE PROVIDED WHEN A CANOPY TREE IS LESS THAN 10' FROM UTILITY LINES. ROOT BARRIER TO BE INSTALLED MIN. 5' FROM THE UTILITY \) ROOT BARRIER DETAIL & NOTE NOT TO SCALE qVAt- r — PLANT SO HAT P00 -MALL H LEVE -L„ HI N. 3' imELALE-UCA rTULCH 02. A,PHOVE-r„) EQUAL SUE3J1:-C-F 40 LA 222207AL. 1N/ ---EoN. DEPTH 0E- 24' PLANTING 2.01L F02 CROWD COVER BED 582 SPECIFICATIONS FC Q PLANTING 5011_ E117. 72 EE>:1811N0 5011_ — 555 E XCAVATE 5222E3 ANP 020LNOCOVE2 E:PDS 40 2/P I)Pr T AND '34,C,I<PTP,„ A/H TH PLANTING; 501. 5EL: 5PCIEICATICA5 FOR PLANINC 501E 717. n SHRUB AND GROUND COVER DETAIL NOT TO SCALE 04/12/13 REISSUED FOR PERMIT urban design ki daq STUDIOS‘a, Urban Planning & Design Landscape Architecture Communication Graphics The Offices at City Place North 477 S. Rosemary Ave., Suite 225 West Palm Beach, FL 33401 P 561-366-1100 F 561-366-1111 www.udkstudios.com LCC000035 .....11.=•=111=Mniel 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 e"clusive use of the specified project. These ideas, designs, arrangements or plans shall not be used by, or disclosed to any person, firm, or corporation without the written permission of the designer. Date: Project No.: Designed By: Drawn By: Checked By: January 30, 2013 10-049.001 TLD TLD WT Submittal Dates : Comments 04-12-13 : Issued for Permit cr) 1111•1111•01iM111 PLANTING PLAN LOT 39, BLOCK D SAVIERO-R (AMBASSADOR COLLECTION) LP 2 of 2 LANDSCAPE SPECIFICATIONS Section 02950 Trees, Shrubs and Ground Cover PART 1 GENERAL 1.01 WORK INCLUDED A. Extent of planting work is shown on drawings and in schedules B. Subgrade Elevations: Excavation. filling and grading required to establish elevations 4" lower than elevations and contours shown nn drawings are not specified in this Section. L. Finish Grade Elevations: 1 inch below lop of pathway edging. 1.02 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work B. Source Quality Control: 1 General. Ship landscape materials with certificates of inspection required by governing authonties. Comply with regulations applicable to landscape materials. Do not make substitutions. If specified landscape material is not obtainable, subn lit 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 by the Association of Official Agricultural Chemists, wherever applicable 4 Trees. Palms and Shrubs- Provide trees palms and shrubs grown in a recognized nursery in accordance with good horticultural practice. Provide healthy, vigorous stock free of disease. insects. eggs, larvae, and defects such as decay. knots. sun -scald, injuries. abrasions disfigurement Provide trees. palms and shrubs for grade needed as outlined under Grades and Standards for Nursery Plants, State Plant Board of Florida, unless otherwise noted. a Sizes: Provide. trees and shrubs of sizes shown or specified. Trees, palms and shrubs of larger size may he used if acceptable to Landscape Architect. and if sizes of roots or balls are increased proportionately. C. Inspection. Landscape Architect feber4eF, right to inspect trees, palms and slirubs either at place of growth or at site before plai iting. for compliance with requirements for narno. varicty. size and quality. 1.03 SUBMITTALS A Certification: Submit certificates of inspections as required by governmental authontie,s. and manufacturers or vendor's certified analysis for soil amendments and fertilizer materials Submit other data substantiating that materials comply with specified requirements. B Submit seed vendor's certified statement for each grass seed mixture required. stating botanical and common name, percentage by weight, and percentage of purity, germination. and weed seed for each grass seed species. 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 1:aine of manufacturer. Protect materials froin deterioration during delivery. and while stored at site. B. Sod' Time delivery so that sod will be tlaced within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. -frees, palms and shrubs: Provide freshly dug trees, palms and shrubs Do not prune prior to delivery. Do not bend or bind -tie trees or shrubs in such a manner to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. ID 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. Du 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 lag bearing legible designation of botanical and common name. 1.05 JOB CONDITIONS A. Proceed with and complete landscape work as rapidly as portions of site become available. B. Utilities' Determine location of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed :Ton by parties concerned Excavation: When conditions detrimental to plant growth are encountered. such as rubble 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 dales only as approved in writing. after documentation of reasons for delay. • 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 shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.06 SPECIAL PROJECT WARRANTY A. Warrant !awls through specified maintenance period. and until final acceptance. The required period is for one full year following installation of lawn areas. B. Warrant trees for a period of one year after date of substantial completion against defects death and unsatisfactory growth. except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape Contractor's control. C. Warrant shrubs for 1 full year after date of substantial completion. D. Remove and replace trees. shrubs or other plants found to be dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warranty period Replace trees and shrubs which are in doubtful condition at end of warranty period: unless, in opinion of the Landscape Architect. it is advisable to extend warranty period for a full growing season or for one full year. 1 Another inspection will be conducted at end of extended warranty period, to determine acceptance 01 rejection. Only one replacement will be required at end of warranty period. except for losses or replacements due to failure to comply with specified requirements. PART 2 PRODUCTS 2.01 TOPSOIL. A. If topsoil is not available on site it must he furnished as specified. Throughout al, parts of site where finish grades and contour lines differ from existing contour lines. bring to finish grade contours shown on "Grading Plan." B Topsoil shall he 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 00 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 quantative analysis. (5)MF'LDNENTS Organic Matter Silt Sand Clay VOLUME MEASURE 3 - 55 - 305 25 - 75% - 2511, 0.002 PARTICLE SIZE. 0 05 to 0.002 MM 0 2 to 0.05 MM MM and below 2.02 SOIL AMENDMENTS If necessary to bring soil into above specified limits: A. Lirne' Natural limestone (Dolomite) containing not less than 85% of total carbonates, ground so that not less than 90% 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 intended C. Humus Soil Conditioner: Consisting of yard trimmings and brosolids co -compost D. Commercial Fertilizer: Complete fertilizer of neutral character, with 405 - 50% of the total nitrogen in a water insoluble form. It shall he uniform in composition. dry and free flowing 1 For trees, palms and shrubs. provide fertilizer with not less than 611 available phosphoric acid, 05; nitrogen and 6r.(( soluble potash. 2 For lawns, provide fertilizer with not less than 611 phosphoric acid, and 65 potassium, and percentage of nitrogen required to provide not less than 1 lb of actual nitrogen per 1000 square feet of lawn area. Provido nitrogen in a form that will be available to lawn during initial period of gra \wth. 2.03 PLANT MATERIAL A. Plant list is part of this specification section. [3 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 listed or shown and with branching configuration for No. 1 graded trees in Grades and Standard for Nursery Plants for type and species required. Provide single stem trees except where special forms are shown or listed. Ball condition variable. D. Coniferous and Broadieafed Evergreens. Provide evergreens of size shown or listed. Dimensions indicate minimum height and spread. Provide specified quality evergreens with well-balanced form complying with requirements for other size relationships to the primary dimension shovvn. 2.04 GRASS MATERIALS A. Grass Seed: Provide 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 requirements 13 Sod: Provide strongly rooted sod free of weeds and undesirable native grasses, capable of growth and development when planted. 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A. Ground Cover: Provide plants established and well -rooted in removable containers or internal peat pots and with not less than minimum number and length of runners specified. B Aiiti-Erosion Mulch Piovide clean. dry. raulching hay or straw of coastal bermuda, pangola or Bahia gniss. Only undeteriorated mulch which can be readily cut into the soil shall be used. C. Mulch: Melaleuca or equal. B Stakes and Guys: When required provide stakes and deadmen of sound new hardwood, treated softwood, or rechwood, free of knot holes and other defects_ Provide wire ties and guys of 2 -strand. twisted, pliable galvanized iron wire 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 EXECUTION 3.01 LAYOUT A Layout individual trees and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as maybe requiruit 3.02 PREPARATION OF PLANTING SOIL A Before mixing. clean topsoil of roots, plaints. sods. stones, clay lumps, arid other extraneous materials haul -Ail 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 beds, mix planting soil 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 shellrock eneountered and backfill with dean sand or sand/soil mix. 3.03 PREPARATION FOR PLANTING AREAS Jo 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 shalt include all new sod areas. shrub areas and tree areas These areas shall be as large as 3 times the diameter of the beds of the plants, except where confined by hardscape features such as paved parking areas, paved walk ways, structures,etc. Overlapping areas shall be considered to be one large planting area for the entire mass. The humus soil conditioner shall then be uniformly disked. filled or aerified 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 All 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 he planted in areas that have riot been altered or disturbed by excavating. grading. or stripping operations, prepare soil for lawn planting as follows: Till lo a depth of not less than 6", apply soil amendments arra initial ertilizers: remove high areas and 11111 in depressions: till soil to a homogenous mixture of fine texture, frce 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 subgrade of lawn areas to a minimum depth of 4". Remove stones over 1 1/2" in any dimension and sticks, roots, rubbish and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1 Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. 2. Place approximately 1/2 of total amount of planting soil required. VVork into top of loosened subgrade to create a transition layer and then place remainder of planting soil 3. Allow for sod thickness in areas to be sodded. G. Grade lawn areas to smooth even surface: with loose, uniformly fine texture. Roil and rake and remove ridges and fill depressions. as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. D. Moisten prepared lawn areas before, planting if soil is dry Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. E. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting 3.05 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting bed areas to a minimum depth of 12" using a cultimulcher or similar equipment. Remove stones over 1 1/2" in any dimension, and sticks, stones, rubbish and other extraneous matter. Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement Place approximately 112 of total amount of planting soil required Work Into lop of loosened subgracle to create a transition layer, then place remainder of the planting soil. Add soil amendment 13 Excavation Inc Tress and Shrubs: Excavate pits, beds and trenched with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. Loosen hard subsoil in bottom of excavation. 1_ For bated and burlapped & B trees and shrubs). make excavations at least half again as wide as the hall diameter and equal to the ball depth. 2. For container grown sto'uks, excavate as specified for balled, and !Doi -lapped 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 SHRUBS A. Lay out individual trees, palm and shrub locations and areas for multiple plantings where required Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as may he required. B. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture. plumb and center of ort 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 is approximately 2/3 full. water thorougnly before placing remainder of backfill. Repeat ‘,vatering until no more is absorbed,. Water 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 baakfil!ing so as not to damage root balls. D. Dish top of backfill to allow for mulching. E. Mulch pits, trenches ano planting areas. Provide not less than following thickness of mulch and work into top of backfill and fin sh level with adjacent finish grades Provide 3" thickness of mulch F. Guy and stake trees immediately after planting , as indicated 3.07 PFUNING A All pruning shall Sr done on the site before 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 reje.cling 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 outseto lateral bud, branch, limb or root The terminal leader or bud in all trees or shrubs steal be left intact and not removed unless damaged. • Prune. thin out and shape trees and shrubs Prune trees to retain required height and spread Unless otherwise directed by landscape Architect. do not cut tree leaders, and remove only injured or dead brandies from flowering trees, if any. Prune shrubs to retain natural character. 3.08 SODDING NEW LAWNS A. Lay sod within 24 hours from time ol stripping. D Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to suhgrade or sod. Tamp or roll tightly to ensure contact with subgrade Work sifted soil into minor cracks between pieced 10 sod, remove excess to avoid smothering of adjacent grass. C. Water sod thoroughly with a fine spray immediately after planting. 3.09 MAINTENANCE A. Begin maintenance ir»mecliately after planting. B. Maintain trees, palms, shrubs and other plants until final acceptance but in no case less than following period: 30 days after substantial completion of planting. C. 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. D Remove and replace exclusively pruned or rnisformed stock resulting from improper pruning. E. Maintain lawns for not less than the period stated below, and longer as required to astablish 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 lawns by watering fertilizing. weeding. mowing, trimming, and other operations such as rolling, regrading and replanting as required to establish a smooth. acceptable lawn , free of eroded or bare areas. G. Landscape Contractor is responsible for watering all sod and plant materials from day of installation through final acceptance even if irrigation is not in place. unless this responsibility is assumed in writing by another party 3.10 CLEANUP AND PROTECTION A. 5. During landscape work. keep pavement clean and work area in an orderly condition. 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 periods Treat, repair or replace damaged landscape work as directed. 3.11 INSPECTION AND FINAL ACCEPTANCE • When landscape work is completed, including maintenance, Landscape Architect will, upon request. make an inspection to determine acceptability. Landscape work may be inspected for acceptance in parts ageeaale to Landscape Architect provided work offered for inspection is complete, including maintenance. B. Following inspec.tion(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 10 the satisfaction of the Landscape Architect and Owner. • Seeded lawns will be acceptable provided requirements, including maintenance. have been complied \vith. and healthy uniform close stand of specified grass is established, free of weeds. bare spots and surface irregularities 195% coverage required for aaceptance). D. Sodded lawns will be acceptable provided requirements, including maintenance. have been complied with and healthy, well rooted. oven -colored, viable lawn is established, free of weeds, open joints and bare areas (9511 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 All automatic irrigation syslei n providing 1 Dif:vi coverage with 505 overlap is to be provided B. Provide an as built drawing of the irrigation system to the Landscape Architect LOCATION MAP 7877 /675 9 4 81 2 '37 6 87 # 4f88 - 69 91 2 9 45 46 47 2 3 6 EMERSON Et 4 73 72 Eft A ST 71 7 33 32 31 22 21 69 7_167 0 19 18 9 19 10 9 62 28 27 18 0! 37 3 24 25 26 0 36 0 0 6 17 33 15 32 61 sTRFE7 41 42 427 1 29 43 12 56 5 7 52 54 4** 4445 5 51 THIS SURVEY 25 24 4 20 • Landscape Data: Lot 39D (7,508 SF lot size) MINIMUM LANDSCAPE REQUIREMENTS PER LOT INTERIOR - For lots w/ <100of 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" HI.) shrubs 154 layered height shrubs: 19 large ©, 36" ht. 58 medium © 24" ht. 77 small/ground cover 12" ht. MINIMUM STREETSCAPE REQUIREMENTS (PER LOT): REQUIRED 1 street tree / 40 L of lot frontage 54.02' lot / 40 = 1.35 trees PROPOSED 1 street tree Notes: 1. AH 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 be pest, weed, and disease free. 4. Trees shown on this plan are for graphic representation only Tree spacing is based on design requirements and the trees shown on these plans atte mpt to accoinplish 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 he 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' separaticil cannot be achieved, the tree can be installed with a root barrier system Refer to the "Root Barrier" dotal for installation requirements. PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME / COMMON NAME CB 2 Cordia boissieri White Geiger' / White Geiger ID 2 Ilex cassine 0 * / Dahoon Holly 102 1 Ilex cassine 0+ / Dahoon Holly REMARKS I 6' lit . spr . 1 5" cal (Accent Tree) 10' ht spr , 2 5" cal (Shade tree) 16- fit 8' spr , 2 5" cal (Shade free) LM 2 Lagerstroemia indica Muskogee' / Muskogee Crape Myrtle ,Ce hi. nun . 3' spr 1" cal purple (Accent Tree) PR 1 Phoenix reiebeleini Pygmy Date Palm 011 2 Quercus virginiana 0(- *7 Southern Live Oak 116') STREET TREES CODE - QTY BOTANICAL NAME / COMMON NAMF SHRUBS 0 QD 0 NATIVE SHRUBS LCH 0V2 Quercus virginiana # + ' / Southern Live Oak CODE QTY BOTANICAL NAME / COMMON NAME 5152 59 'Ficus microcarpa 'Green Island' 1 Green !Stand Ficus 1-11B 8 Hibiscus x 0 I Hibiscus JAT 21 Jatropha integorrima 'Compacta 0 / Jatropha Li4 13 Ligustrurn japonicum, ! Japanese Privet RHA 16 Rhaphrolepis indica nana / Dwarf Indian Hawthorn CODE QTY BOTANICAL NAME / COMMON NAME CHR 19 Chrysoba!onus icac..o 'Red kip' 0 it / Red Tip Cecoplurn HAP 18 .Harnella patens Compacta 0 + * 1 Diticirf Scarlet Bush CODE OTY BOTANIC:AL NAME / COMMON NAME MULCH '785 sf Mulch 1 Melaleuca (or approved equal) (Verify 53' field) SOD St. Augustine 'Floritam' Verify S.F. in field • ' INV:Aft S HIGH 040U0-17 PDLL RA`/ ope':icsAscLros Fin N THEE-01,TH =LC4:0 YANAGEIEk, PI.4.."1 01,1 I Single 6 min tit , L ield Grown 16 hi' 8 spr . 5" cal (Shrtirit:e' Treej REMARKS 15' hi 6' spr, 3" cal [45 MARKS 030110 , 12" ht , x 12" ispr . 24" o c . full 07 min , 2110 x18" spr 36" c to base 07 min 24" lit x 18" spr 0 c [511 10 Kase 43 :nip 24" Ili x 18" spr 24" o c fall tc, base -03 min . 24" hi x 18" sor 24" 0 c,, full tebase REMARKS • 07 min 36" x 24" spr 36" 0 0 full4c base' 41 min 14"-i 6" ht x 12" spr 24" o c , Full to base RE MARKS All Planting Beds to Recieve 3" Melaleuca mulch or equal Trees located sodded areas shal; rec,eive 3" shredded mulc.hin 11111 diem ring No more then 1" of p!aced dirccaly adjacent to the trunL of the ii ee JAT 3' MULCH RLN AROUND TREE, TYP. (IC2 14 \ 1 LL J DT LINE, TYR 5.18' 53 -\\ 10 20 30 feet SCALE: 1" = 10' urban design kidaySTUDIOS Urban Planning & Design Landscape Architecture Communication Graphics The Offices at City Place North 477 S. Rosemary Ave., Suite 225 West Palm Beach, FL 33401 P 561-366-1100 F 561-366-1111 www.uclkstudioscorri LCC000035 Copyright All ideas, designs, arrangements, and plans represented by this drawing are owned by and the property of the designer, and were created for the exclusive use of the specified project. These ideas, designs, arrangements or plans shall not be used by, or disclosed to any person, firm, or corporation without the written permission of the designer, Date: Project No.: January 30, 2013 10-049.001 Designed By: TLD Drawn By: TLD Checked By: WT Submittal Dates : Comments 04-12-13 : Issued for Permit H DO 0 PLANTING PLAN LOT 39, BLOCK D SAVIERO-R (AMBASSADOR COLLECTION) LP -1 04/12/13 REISSUED FOR PERMIT of 2 5,-0"" SLOPE DOWN 02 ET.7ET _�/u�-v�|�[��| vn� 3,000 PSI CONC. MIX © 28 DAYS. _-_5" MAX. SLUMP + FINISH GRADE R/W LINE 3/4^ RADIUS TYPICAL. 12" COMAPACTED SOIL SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. � ��[� ` ��u |� /u TYPE A JOINT W/ 1" DEEP JOINT SEALER TYPE 8 JOINT 1)/2" DEEP SAW CUT CONTRDL JOINTS © 5'-0" 0/C. EVERY 25'-0^ MAX. CUT ALL THE WAY THROUGH THE SIDEWALK. NOTES: [' 1. CONCRETE TO BE TYPE I 3000 P.S.I. 2. USE OF REINFORCED CEMENT IS PROHIBITED J. 4" THK. MIN, AYPl 6" THK. AT DR|VEWAY3, EXTENDED 7#O -FEET BEYOND DRIVE, ON BOTH SIDES. 4. SIDEWALK SLOPES SHALL WEB THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. 5. CONSTRUCT EXPANSION JOINTS AT SPACINGS SHOWN ABOVE; a) AT POINT OF CURVATURE b) AT ADJOINING STRUCTURES c) AT THE END OF DAYS WORK. 4 )Y^ RADIUS 12^ C0WAPACTED SOIL SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. SIDEWAL< [VO�\ (�i/lK |/l|\|7- .,/u�-vv/��-� �-x/ r�..�/��/� JOINT hON/!|TUD|\ A| SECTION ' SILT FENCE AT PERIMETER � 85 68 - THS SURVEY LOCAT ION MAP NOT ITT SC -ATT: ! LOT 40 BLOCK D PARCEL a -o - — —cA-'- LOT 39 BLOCK 0 5 PROa PROP. WALL PAVER - -_ 20'.-0" WIDE CONSTRUCTION ENTRANCE -- THROUQ+ SILT FENCE. 1PLu/ PLAN MODEL 3AvJrRO-VER-GAR-p REVISIONS PARKLAND GOLF & COUNTRY CLUB ) REPL4T #2 AMBASSADOR COLLECTION HOW[SI\E INSTALL ROCK OVER GEO-FABRIC UNDERLAYWENT FOR STABILIZED ENTRANCE (#57 STONE OR LARGER) � BACK OF CURE) LIP OF GUTTER OR EDGE OF PAVEMENT = ' PROP. PROPOSED 2STORY C.B.S. RESIDENCE F.F. EL~14,80' GAR.�� %5`~ +/4m* , MODE ��DRIVEWAY ' ^ ZIG-ZAG LINE REPRESENTS SILT FENCE /' LOCATIONS. ' 5.19' PARCEL B-xr -- / ^=s _ �v�a ^.- LEGEND: CATCH BASIN CABLE JUNCTION BOX CENTERLINE cLmmnm � C) CONCRETE MONUMENT c \ ELECTRIC SERVICE ELEVATION, AS --BUILT 73 ELEVATION, PROPOSED | 3-28-l3 ; MAM SMP FIRE HYDRANT . FLOW ARROW F.B./PG.DAT� BY � cxn 20' MIN. NOTES 1. ROCK AREA TO BE MINIMUM 01 lO'-x 20' x 4" DEEP AND PLACED OVER GEO-FABRIC UNDERLAYWENT 2. ROCK SHOULD BE FLUFFED, REFRESHED, OR RE:PLACED REGULARLY, •=11111.1•91•111111111111.111.• JOB NO.: 030415 •°~ -CD � IR&Cmz93o SET 1/2" 41- LIGHT POLE - CONC. � UGHT POLE - METAL ® MANHOLE - SANITARY SEWER © MANHOLE - STORM SEWER 4 NAIL a TIN TAB • NAIL a 0/50 \// SANITARY scmxoc(u) • TELEPHONE JUNCTION BOX o WATER METER *A1 WATER VALVE 0 HOME SITE BMP STABILIZED � u/nu/uz-�-u �- YARD DRAIN \T��k/`� `//�/^u�- A -- N/A B -- N/A C - 1" HDPE, SDR 11, 200 PSI D - 1" x Y4" METER STOP /PACK jt x METER SWIVEL N01, FORD B43 OR EQUAL E - POLYPLASTIC SINGLE METER BOX W/ PLASTIC READER CARSON INDUSTRIES MODEL 1015-5 (SEE NOTE 6). F - 5/8" x 3/4" METER SENse9 METER WITH PROREAD ENCODE AND MINI PIT PAD WITH 6'-O^ OF WIRE. (SEE NOTE 7). 3/4" x 1" DUAL CHECK VALVE (METER SWIVEL x MNPT). 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) NOTES 1. CONTRACTOR SHALL SET METER BOX. METER BOX TO BE SET IN GRASSY AREAS UNLESS OTHERWISE APPROVED BY THE CIT'Y. 2. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18^ CENTERS (MIN.). J. MINIMUM COVER FOR SERVICE LINES SHALL BE 2'-0^ 4. CONTRACTORS SURVEYOR SHALL CONFIRM LOCATION OF R/W LINE, BEFORE SETTING METER BOX. 5. J" SCH. 40 PVC CASINGS REQ'D FOR ALL SERVICE LINES CROSSING ROADWAYS, S|DEWALKS, OR OTHER PAVED SURFACES. O. CITY SHALL INSTALL AUTOMATIC METER READER (AMR) IN LID OF METER BOX. COORDINATE HOLE DIAMETER W/ AMR SUPPLIER. FILTER FABRIC MATERIAL ---- BACKEILLED TRENCH FILIER FABRIC MATERIAL SECURELY FASTENED --- TO - APPROXIMATELY O^ OF FILTER FABRIC MATERIAL MUST EXTEND --|NTO A TRENCH AND BE ANCHORED W/ COMPACTED BACKFILL MATERIAL.. -°---RUNOFF APPROXIMATE 4" x 4" TRENCH DIRECTION OF RUNOFF WATER ' //P PLACE THE END POST OF THE SECOND FENCE INSIDE THE POST OF THE FIRST FENCE. ROTATE BOTH POSTS AT LEAST 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT 10" INTO THE GROUND AND BURY STAND/1M SILT [[ ^///�/�u/��u /�- THE FLAP. 1" SING / nxu � WATER SERVICE u» 5/8" x 3/4" MET MIN, LENGTH EQUAL TO BASE THICKNESS. / / TROWELED CONCRETE EDGE CONCRETE PAVER 23/8" (60 MM) MIN. THICKNESS 4" LIMEROCK BASE. ----- -1" (25 MM) BEDDING SAND C0WAPACTED SOIL SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. NOTES 1. USE 5:1 (AGGREGATE:CEMENT) MIX FOR CONCRETE EDGE. 2. RECOMMENDED FOR NON -FREEZE THAW AREAS. 3. 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 CL|WAJL COLDER CLIMATES MAY REQUIRE THICKER BASES. PAT|mNA_<[[u|uEkT|AL DRIVEWAY W �/\UV[ [� /`[l\/`O[T� �� RESTRAINT. `��n�-_�-u �/��`u/��-�� _uo /`_~///`/�//�/. CLEAN OUT -__-___ `L' 4^ SEWER FROM HOUSE � � CITY SEWER --- -�[� CON �vvu� u��/v ��-u//��/, The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings nnd specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc, [c 0 L� i� ~ BROTHERS SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30h AVE SUITE #20 BOYNTON BEACH, FL 33426 DA)L -- BR0WxRD PALH BEACH EL. CA. #009217 561-/52-5440 _561 752 -- 55_12 FILE NAME. atruct_toU_Lot39D SCALE OFFICE FAX 1/4"-1' /.. 4/{� /1 3 /~/ |Y 0.MCD. DRWN. BY C.K. REVISION � N� /L<~��}�� SEAL GARY Wu}OUGLE, PE SH LE # [` |-1 .7 | | FL #56214 OF / .3" 0 REVISIONS (E) ) ( 4 ) LL r - co L- LJ Cf) CD E -To a) C-1 <a:7 Model:Saviero LOT 39D SECOND FLOOR NO,IliCr NO: 250000t) DA IL: DRAWN HY: Al CIIKD HY. A,I SCALF: _ FA" 3/29/2013 8:3/ AM • '2" • S I CO IThICHHcottp-tly tivith 1-27::i8 .3 FPC -R FR.Litt:, How ra FttOH.,. 2Eftii -; 2 FRC ttietdocii pt3ii,Ltit 7i. a htdtt: TASLEP2903.2 MAMMUM FLOW RATES AND CONSUMPTION FOP PLLIf48€NG FIXTURE:Si:AM:5' FIXTURE FTTINGSb /AND APPLIANCES PLUMBING FIXTURE PLUIV13ING FIXTURE OH FIXTURE NT -TING OF FEXTURE FITTING V "at Ory .. :oiH 601),i JI,pit) tit Sit=tn,t had' 2...2 :1 gptt St-tik fauc:t. Wirtci (Ie t goilons pc! pr >v,ht',.,:,:..;tC(' St ,i3 \V'dftt rnctor r Fr SL 1 per InitZtlre 3,78S 1,13-r1, s: iiisLiiit,t1 poun:', per tto.,ftore inch r=t 6,S9:5 td.7 t77d 'Aciwet.t:rr7:shrr id c(r,si)mpHon ftr<,-trenccid s:tanitiards \Vitter rticitri- in Irdi ions p,rt: c ycle per cdoNc 1 A AV L V AAv LAV a J VTR 1 U B 11 'fp 2"VTR W C U B 2 W C AV .- N ,---- 3" ''--- ,- ft 7- 3 11 L A V 2 HR P"V FR T[J EWER DRJ ‘1- a A Ttd. tdt y.. -EEc 06 0 REVISIONS (1) (2) (3) LL. Model:Saviero LOT 39D FIRST FLOOR PROJECT NO: 2500000 DA 0: Lii)„. Ol.), 00 DRAWN BY: Cl 23: SCALE: 50 3/29/2013 8:57 AM 2\ -Q D FLOOR PMENT SC EDUCA' 3NAO2 PX A. ^, HEAT 3R 00G 025T3C 5 KW i// -. '\) / `�' \\-/ [ EC I R | -- /()8 ^ /<RC. ,\/,, //. / AHU: 30 — . _ L _ ^ _/ / 3 8 3TU ,oC0 ToTA `( [ M -7 150 CFM 50 [.�k� CFM �U - | ( . ��[) (�F �� |. �y}X6 1 6X6 1W 6 X6 1W 7:1 50 CFM ^`�� /f .Guro � /' / /ux/u /vv 12X12 ��/4 /� ___ �\ '`/ ' ` >� �`F}[-�-[ ROOM L7[\[./� | i\\��|V| D[ UU = = 10" HE NOM � /� .44 Air,,,C1-4arK74,MMTROMPIWZIMniliVfilr 12" 150 CFM 10X10 1VV l� //\ '~-/��Y`/ �/x ', '`/ ' ' 10 .� / 4" H 150 CFM 10X ,:792 7 .. '' 150 CFM 1OX10 1W 1 " | /-\[_7- • �'-_--_--_ --^ [_0\� \/[O [-� [-{\ [3 [- | /-\ ��/ L-|L�YY • _)�]/\\_/ \ (J ��\ | | (. ROOM 50 CFM 6X6 1W 30 CF V1 6X6 1W +` ERj�� i� - �� AIR CONDITIO\ING MECHA\ICAL, ] CAC032382 No� General Notes Revision/Issue Date ALL IDEAS, DESIGNS, ARRANSEWENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFRCE, AND WHERE CREATEO, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENT3, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON.F|RW.OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. NEW RESIDENCE FOR: LOT 39D SAVIERO Project Sheet PARKLAND '-----'--- »«* MAR. 28, 2012 Scale 1/4" = 1' � � M A [` 7 -EF} 300 CF\� 12X12 1W F�---- , 1 12 // || O -_---_____ [-- l-r-r-r— r Y/ ,, / n Y | ~~ / �\/}k � � ��l---F� /-\�� []F} � E=- O/lORA 2 WM:WsIX=51 150 CFM 12X12 ��/x '`/n 10y10 1W 16" 4" 50 CFM 6X6 1W QHYY 4" VTR '� oc. [|� 6X6 1 18X18 R/A [~�J� .�...~`,../r` ' 18X18 - ' �//\ / xm - -- _-�- -__--- ' ~ ~~�~~~~~_ 700 CFM 10y10 SW TWO S � -- � �� L/ /-\[}\/|\ | 0M L. 50 CFM 6X6 1W 4 _— 1OX1O R/A ~0 ==-==i 30X1812 R/a "� � m 1 /�X OR/A\--- `--'� ---.--~�~-~-�~_r��'�x~^--~------ 125 --� � . (��K� ` TWO - S FOYER / / 12X12 R = / // `` ~/ / ' ^y U * |� ., / / 'j.,„ „‘„~„,,..„ -1A ... 1 150 CFM k] | - W |�\] ' 7" 130 C F Nit "-~- 10X10 1'1V S" 3Rvorars,reora . . CaRkI [ 7 D It 50 `FM 10X10 1W |. 1____ /� �/ x�0��` �j�____-�/ FAN GUARD LOW m>AGE E LEC I MCAT COIL ()UA NO COINICW 1.7' 1E PAO ��1�� CON),IENSINL; UNIT ;:',/, ��~ ��, � 8wp mr[xmA/�w»c /xxm��wE /ouo DOWNS' - -~^ ^ `.�~ HURRICANE 71E—DOWNS MI ,-�2^ 1xpC0m SCREWS ~~ rU�`,. `11410 STAB, )9 12 X 3/4" SCREW INTO CASING (7Y0.)` >'-• �� . nw'°u'u ,EI? ^uuc /, �` 4- ..44, CNvD8NS0N COIL '—' �lrRIG[8xN/ CUmC[ CDNNEC7ION ' \ ^ CACI< • $ VALVE kV/ILLS11 TION AIR�/� ��/�� CONDENSING UNIT �/�� 6�AUNT�D �uu��u uu'vu�/v�//vu �/v// ��u 'v/u�/v/�u ..-.~_.',--~.'--~-~_~-.~~-`~-~-' 11A = /` � | ��/\ Th- - --- .._..._.„ -- #2_ CHAIN FROM -OD '(v)RU /_ // - - / 6HU NIT IN/ DOUBLE `N`U. T� /ST OOR EQU 3 __ MEN SCHEDU E MFG CARR ER / CU. ( /��i 1 FX/ // `^/ /.�-/. HEAT OKW / /' / > > � ECTHC-2C8 233 P | 9RKR^ REFL^ TOTA_ ^ ^`^~~`_.`^ AHU:60 NES:7/8 ' `. `_. 3/8 � / I3TU / 50( / U�(�! .,`/ . �A1! |�! |�J(` [l[/ /\W ''� ..`/`�`/ �/,'./, /`|l| |FJ/� `, y ER �� AIR CONDITIONING MECHA\ICAL, J 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 OFRCE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR UON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENT3, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING (St MECHANICAL, INC. NEW RESIDENCE FOR: LOT 39 D SAVIERO Project PARKLAND Date MAR. 28, 2012 Sheet Y-1 rU rs1 0 ce (13 >---J 00cLJ F- -40 0 0 U_J U) 0 0 (f) Ce UJ Cl_ LLJ (f) CC UJ 0 CC 0 0 -J LU LU 0 0 uJ 0 Lu 0 Lu ce Lu ce LU F- LLJ F-- >-- 0 LIJ CL (f). ce 0 ce co F- u_ 0 0 cx w w0 (r) Lu 0 ra. D 0 u_ 0 1- 0 Lu 0 (f) 0 0 0 0 (f) 0 (f) Lu BLE FOR ALL D 0 Li) >- 0 0- 0 LU 0 Ca 0 L1J 0 LLJ CY (.9 o (f) SED BY OR D GEMENTS OR PLANS SHALL BE S INDICATED OR LU 0 FIED PROJEC 00 LU LLI >- DO 0 Cr) (f) 0 a 0 00 (f) 0 RECEDENCE OVER SCAL w UJ IMENSIONS 0 0 cx LL_ (f) 0 1— ce 0 o UJ 0 LU c0 F - (f) L.L.1 u_ u_ 0 41 ,B13 BEDROOM 3 913 =--e TV 913 11 91 SD 914 GREAT ROOM BELOW A21 C -O-- 91 TH • SD/C0 ALARM 7 B14 -„&A21 0 TO SWITCH BELOW .0160)(411.MIR B15 t. , GFI 18. I I' 7 916 D1SCNN, UILT-IN 4 LIGHT Al \\., ATTIC B15 BTh 16 916 14 \ FLOOR BOX :15 91 I I 11 11 Xlli 11 IPA B16 BEDRO B16 / /0 / LO B16 [TV B17 SD/C0 B14 M4 1 3EL)W I 1 1 1 B17 B16 B18 /B18 618 B18 C) (1-1) B14 TV A27 WP GF1 UNDER LAVE 10 SWITCH IN FOYER BEDROOM 5 B17-(6 WI1CH BELOW A271 TO SWITCH BELOW FOYER BELOW SECOND FLOOR ELECTRICAL LAYOUT B18 918 B18 ELECTRICAL LEGEND SYMBOL qip GFI l) w GFI 1-1) 1 Tvl 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) SWITCH 120V., 15 AMP. (M.H.=44"AFF) SINGLE (THREE POLE) SWITCH 120V., 15 AMP,, (M.H,=44" AFF), 3 -WAY SINGLE (FOUR POLE) SWITCH 120V., 15 AMP., (M.H.=44" AFF), 4 -WAY PUSH BUTTON FOR GARAGE DOOR OPENER RECESSED CAN FIXTURE 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 1cPc21 DOUBLE FLOOD LIGHT q onoq DB y SURFACE MOUNTED BAR LIGHT FIXTURE WALL MOUNTED AT 86" A,F,F. STRIP LIGHT. 2 X 4' (2 TUBES) FLUORESCENT LIGHT FIXTURE DOOR BELL CHIME, VERIFY MOUNTED HEIGHT IN FIELD THERMOSTAT SMOKE DETECTOR COMBINE SMOKE/CARBON MONOXIDE DETECTOR SATELLITE PHONE JACK - PREWIRE ONLY WP WATERPROOF GROUND KP KEY PAD 1 cv J CENTRAL VAC 1 SP SPEAKER ty=, MOTION DETECTOR 1 •—jA CAMERA TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OE DATE OE CERTIFICATION BELOW 03-16-14 Sang-Yub Lee P.E. Florida No. 72328 TSDALE ORLANDO • DENVER • • • DRAWN BY J.HERNANDEZ CHECKED BY I 0 E3 SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO AS -BUILT 03-16-14 SL SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR ELECTRICAL LAYOUT PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 TBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER SERIAL NUMBER 1010.0 LU Ce 0 LL_ 0 LU 0 uJ uJ o 0 0 LU -J 0 LU 0 LU 115 Ce L1-1 Ce ' j (NJ Lti ce C3.) o 2ca >---J 00 (JF- LL0 0 LO LO uJ uJ c UJ 0 Ce 111 LU 0 (i) LU Ln 0 CL. D ce 0 LJ0 F- cC 0 0 0 OB AND TOLL BROTHERS MENSIONS AND CONDITIONS ON THE SCLOSED TO ANY >- CC) U-1 i0 uJ i (-9 UJ Of) a cL 0 (DK UJ LO UJ (.9 (DC (1). a UJ 0 L./is UJ 0 0 UJ 1— UJ LU CY CL UJ 0 0 UJ L.) 0 LL_ 0 cn z: 0 (.7) Lu 0 LU 0 0 a }-: uJ 0 0 LLJ u- 1 UJ CL Ln LU 1— a 0 LU 0 L.) UJ _J (r) CI) 0 Ize 0 a 0 'Laj 0 UJ ((-1) (DC UJ 0 U-1 UJ 0 UJ UJ CZ UJ _J SIONS ON THESE D LU 2: LU V; 2.7 ce LU U0 UJ >- cL 0 1 (/) (f) 0 0 0 (f) 0 Li) LU LLJ 0 ce U) 0 a 0 6_1 1.74_ r=" 0 uJ co (J) LJJ 11 0 B10 B1? 10 \ \J310 POOL EQUIPMENT A23 NEMA 3R POOL. WP PANEL "P". GFI Bi 2 010 --T-T I 1 W.I.C. MASTER SUITE B12 010 db / A23 CO\i\IERED LANAI 7 A23 / B10 0 / )01314 / B10 __El 41 TV A23 A23 WP GFI A23 1-----) 1 B12 __ B12 /0 012 - ----D ,/ ,-- .\ 1 T--1 1 1- 1 ' I I B12 1--1 N L. i_RA23 \ A21 \, LJ \ \ \ , • \ \ \ \ \ \ \ \ \ TVQ-StO\RY GREA'T ROOM N B9 09 SPRINKLER A29 SOLENOID WP MB1 n CFI BEDROOM 2 / A23 A29 r11 GF! wp L SP TV SP B9T / B9 CU -2 FT - 35,7 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 NF A6,8 METER MB MA EA__ I I r 1 Emit PNL, A PNL. B IAH U # 1111. BDLN L7IL1 07711 B1,3 TO 2ND FLOOR EAVE A27 WPUNDER hGFI EAVE 3/4" TO 2 ¢,,ANC 'J' BOX W/BLANK PLATE IN GARAG ,/A22 / \ A22 SD CO POOL LIGHT A1), rA24 c DINING H SP N, \ TO HIGHT LIGHT TO J -BOX ABOVE '.\\\•\, \\ \A WIRING SYSTEM1 \UCTURE \\ • LB:L1 1 1 1 1 1 1 1 ITO HIGIHTS1 1 1ANq syrrqd ABcVE , A27 > TO LIGHT ABOVE ) (,--) A29 WP CFI 27 ENTRY TWO-STORY \ FOYER 71: TWO GAR GARAGE CLC, MN ID. RECEPTyLE FOR CRA -GE DOOR RER \ rL J nr HB 27 , / A25 • A25 /A24 GOURMET A24 KITCHENA13 GFI _J A25 GFI L 110 FI _ _ COOKTOP HOOD A13 A15 db (*) A57 11 DBL. OVE GFI FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4"=1T-0" \ \ \ (I -N7 W CFI UNDER EAVE 4,99 WP GFI A25 / / /, /, / ELECTRICAL LEGEND SYMBOL GFI WP GFI 0 TV 3 El VP • -o- IME (T) D/C0 ki0 WP DESCRIPTION DUPLEX RECEPTACLE, 15 AMP., 120V,, (MH. = 12" AFF), TAMPER RESISTANCE SINGLE RECEPTACLE, 20 AMP., 120V., COORDINATE M.N. WITH EQUIPMENT GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 15 AMPS,, 120V GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 15 AMPS., 120V WEATHERPROOF DUPLEX RECEPTACLE, 15 AMP,, 125V., TOP HALF SWITCHED, M.H. = 12" A.F.F, UNLESS OTHERWISE NOTED 120 V, SPLIT WIRE DUPLEX RECEPTACLE (HALF FOR DISHWASHER AND HALF FOR GARBAGE DISPOSAL) FLOOR MOUNTED DUPLEX RECEPTACLE, 15 AMP., 120V, FLOOR MOUNTED DUPLEX RECEPTACLE, 15 AMP., 120V. SPECIAL PURPOSE OUTLET 220 V. COMBINATION TV/PHONE OUTLET TV SATELLITE SYSTEM JUNCTION BOX, MOUNTING AS SHOWN ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEET(S) FOR DETAILS EXHAUST FAN DISCONNECT SWITCH MOTOR STARTER SINGLE (TWO POLE) SWITCH 120V., 15 AMP. (M,H,=44"AFF) SINGLE (THREE POLE) SWITCH 120V., 15 AMP,, (M.H.=44" AFF), 3 -WAY SINGLE (FOUR POLE) SWITCH 120V., 15 AMP., (M.H.-44" AFF), 4 -WAY PUSH BUTTON FOR GARAGE DOOR OPENER RECESSED CAN FIXTURE RECESSED CA,' FIXTURE- VAPOR PROTECT DIRECTIONAL DOWN LIGHT FIXTURE - TO BE SELECTED BY OWNER LIGHTING FIXTURE, SUSPENDED MOUNTED RECESSED INCANDESCENT LIGHT FIXTURE LIGHTING FIXTURE, WALL MOUNTED DOUBLE FLOOD LIGHT SURFACE MOUNTED BAR LIGHT FIXTURE WALL MOUNTED AT 86" A,F,F, STRIP LIGHT, 2' X 4' (2 TUBES) FLUORESCENT LIGHT FIXTURE DOOR BELL CHIME, VERIFY MOUNTED HEIGHT IN FIELD THERMOSTAT SMOKE DETECTOR COMBINE SMOKE/CARBON MONOXIDE, DETECTOR SATELLITE PHONE JACK - PREWIRE ONLY WATERPROOF GROUND KP KEY PAD CENTRAL VAC C V SPEAKER 1—m151 MOTION DETECTOR CAMERA TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEEICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW 03-16-14 Sang-Yub Lee P.E. Florida No. 72328 • • IS L1.4 (21 VD 0 DRAWN BY J.HERNANDEZ CHECKED BY SL 48-5800 • FAX (407)248-5899 0' 00 ts 1 ANDO • FL. DRIVE. SUITE 100 111 SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO A\ AS -BUILT 03-16-14 SL SET REVISION INFO 0 SHEET NUMBER E --- E2 SHEET DESCRIPTION FIRST FLOOR ELECTRICAL LAYOUT PROJECT NAME PARKLAND GOLF & CC—AMBASSADOR LOT/BLOCK TBI NUMBER MODEL 0039 0039 SAVIERO ELEVATION NAME VERSAILLES cc SERIAL NUMBER 1010.0 : < ' [) LU ~' 0 0 LU 0 ! / LU | LU c� 0 | UJ LU LLJ LLJ CC »- uu zc LU fa - '0 Lu 0 �c z un oc LU 0 CL � oz 0 1- 0 CL0 uc u - UJ |0 �c �c < ›- CO o LU . 0 CC 0 Ln F_ Lu LLJ ce eL� u] | c� ! 0 LU ce LU CL m LU 1- 0 CC UJ 11-1 0 1— FOR ANY PURPOSE 0 0 0 U._ 0 Ln CC O Ln 0 CC 0 >_ oo c] m m eL ce 0 LU CD UJ Lri UJ m cc m 0 DO 0 �c ou {] LU F- �z 0 0 0 0 0 un 0 �c uL1 ce 0 LU 02- 1 (7) 0LU CC LU 0 �c LLJ Ln 0 SCALED DIMENSIONS CONT LU 0 U-1 L.) LU 0 LJJ LU CC LJJ m GEMENTS AND P LU TIONS SHOWN BY THESE DRAWINGS. 0 0 0 uui m ac Lu uu | u_ m c] m o Ln Lu 0 uu � co \O—ES 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 EOU|PMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (Ul], DR 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 COMPiETE 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: o. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT --ON. o. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG -|N. d. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. CONTRACTOR SHALL COORDINATE WITH ELEC[R|CAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATlVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. PROVIDE D|3C0NNECI SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-8(o). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. ALL DWELLING UNIT FAMILY RO0MS, LIVING RO0MS, PARLORS, L|BRAR|E3, DENS, BEDROOMS, 3UNRDOW3, RECREATION ROOMS, CLO3ET3, HALLWAY3, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH AN ARC --FAULT COMBINATION TYPE INTERRUPTER PER NEC 21012(A) 9. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. b. ACCESS|B0TY SHALL BE PROVIDED AS PER NEC 680-73 ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EOU|PMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, IN3ULATED, COVERED OR BARE, NO SMALLER THAN # 8 30L0 AS PER NEC 580-/4 10. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TR|M). ALL RECEPTACLES SHALL BE TAMPER RESISTANCT. 12. SWITCH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. General_Lighting '0�t'�[] & Receptacle Load .~ . ^_.~~..^. _' - | Total A/C Square Feet General Lts & . Rec 3W ./SQ. FT Hi -Hats 40 | af 65 WKigts at 100% Total General Lits. & Rec (Watts) &Panel � 1General Lts Rec . ��. " oenera| Lts & Re{Panel B Ckts:� ,r siCkt Total Watts �7�7 677 -,' .'^ �7�7 677 ^^^ `^" FAA� | | | /� | � -} [N T /� � | �� T /�\ [��L| �J�|�| �ML�v_�|�\ FPL TRANSFORMER 100 KVA flo (100 KVA) = 417 A 240Vizrl | LET THRU |F IS: �1 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH `L': 40' CONDUCTOR C VALUE: 7,493 2xLx| f= C x E �-L � 1 = _-= 1 1 + f 1 + 1.902.3 = . ' ...... = 417/Z(1.6) = 42,7 79A 2x4Ox42778 ' = 1.9023 7,493 x 240 | 3CA = 0.3445 = AVAILABLE FROM UTILITY x M ~^ 42.779 x 0.3445 = 14,739 AMPS USE 22K, A.I.C. RATED AT THE SERVICE USE 1OK, A.I.C. RATED AT PANELS Wire Pole! Bkr i � #/2 2 20 ^11.11^" PANEL .P. 100 A. M.L.O. NEMA 3R POOL AREA \ARPonel F PANEL: 8/i8*pert.breaker VOLTAGE: 12O/24UV 1Ph FEEDER: 2' #4 & 1 410 Cu THVVN & 1 ~s Cu (G.) in 1^ C Located at Pool Equipernent - Verify with Pool Contractor for Location Description Space Pool Pump Circuit Watts 3 32005 3200 7 Tota|ConnocbxdLmmd Watts Amps (watts /24Uvolts) |Amps� PANEL 150 A. M.L.O. /� `� GARAGE 1. OUTSIDE GARAGE WALL PANEL ^B^ 150 A. WlO. MAIN #2 OF 2 MAIN PANEL 150 A. M.C.B. NEVA 3R 0 NEVA 3R © MAIN: 1OOA.K8l.O. � Watts� Circuit 2 4 500 6 500 3700 15.42 MAIN #1 OF 2 MAIN DISCONN. 150 A. 120/240 V. UNDERGROUND ELECTRICAL SERVICE FROM UTILITY COMPANY �] OW Description Space Pool Lights Space 400 A. Bkr 201 #12 Pole Wire Neutral Calculation 0nbaloncedLoad 2700 11.25 Watts Amps 11, 0 2 SETS OF 3#1 CU,THWN IN 2" CONDUIT C) FEED THRU MAIN PANEL "A", 3#1 CU,THWN IN 2" CONDUIT 0 3#1 CU,THWN + 1#6(G.) IN 2" CONDUIT OU 2 THWN Cu IN 1"C. 1-#10 THWN Cu (G) S[[} DIAGRAM GROUND LINE __' #2 CU TO C.W.P. WHEN METALLIC WATER PIPING IS USED. #4 CU CONTINUOUS GROUND. CLAMP TO FOOTING STEEL wVAPPROVED DIRECT BURIAL CLAMP Wire Pole Bkr #G 2 50 #12 1 20 12 1 20 2 1 20 12 1 20 #12 1 20 #14 1 15 #14 1 15 #14 1 15 #14 1 15 #14 1 15 #14 1 15 Panel -A PANEL: 40 crt. breaker VOLTAGE: 120/24OV'1Ph Description OVEN SMAL ,^"mawc SMALL AFpu^*cc H000uCOOK; CR ^* PAGE x^/v* DNNNC, RM RECEP AF (J KITCHEN uew Apc� °pE^rw:mu r'nv;`.,,r I'*^. 5TUD'.recwArCI ,wLP, cw'u.=,^AFc/ cn,nnep"ce,am^'c°.*~ .=:pmE 5'wa ^,vcr SPACE LOAD CALC SUBJECT TO DEMAND FACTOR Watts 1,3 1 5.7 9000 9 1500 11 1500 13 1500 15 1200 17 1500 19 700 21 700 23 700 25 700 27 700 29 700 31 33 35 37 39 DEMAND FACTOR CALCULATIONS: ITOTAL LOAD SUBJECT TO DEMAND FACTOR FIRST 10000 W. AT REST WATTS AJ 40 TOTAL A/C LOAD TOTAL CONNECTED LOAD (WATTS) AMPS(Vj' 240 1 LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT LOAD 20400 MAIN: 150 Amp MLO Watts Circuit 6000 2,4 4500 6,8 .,p��'c* 1200 10 .,^°OS^ 1500 12 ^*HEn 1500 14 700 16 ()OCncEENEy 700 18 o^`°.7n=.^,:n 700 20 ,^e`mBATH =,, 700 22 700 24 1500 26 /^uwu`,ROOM "^.n Description 19700 401001 100 \� 10000 9,0 12040 0 Wire #12 Pole Bkr 1 20 Pole 2 Bkr 60 #8 | 2 40 #14 | 1 15 #14 | 1 15 #14 | 1 15 #14 1 F #14 1 15 15 22040 91 8 28 30 `n^c 32 34 36 x^m 38 40 :LuE ,A1 APC C:IRCUIT i?',F7EPRI;VIER Bkr Pole Wire 30 2 #10 25 2 #1O 20 1 #12 20 1 #12 20 1 #12 20 1 #12 20 1 #12 20 1 #12 15 1 #14 15 1 #14 20 1 #12 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 10 PANEL 8 (150A MLO) ON OPPOSITE SIDE Description Circuit SPRINKLER la SOLENOID 1b SPACE 3a SPACE 3b SPACE 5@ SPACE 5b SPACE _7a SPACE 7b Watts 500 Watts Circuit 3700 Panel B PANEL: 40 crt. breaker VOLTAGE: 120/240 V - 1Ph FEED THRU GARAGE WALL 10 PANEL B (150A MLO) ON OPPOSITE SIDE 2a 2b 4a 4b 5a p 8a 8b Description SUB -FEED POOL PANEL'P' SPACE _SPACE SPACE SPACE MAIN: 150 Amp MLO Description x/cAHU'1 (Heater 10KVA at65%) A/C C.U. -1 --- Bedroom #2 AFCI _Oadmom*2AFC| 1s{ Floor, next laundi'y Bath #2/ LAUNDRY AFCI 1m. Floor, next laundry Bedroom #3AFC' 2nd FL Front sta'rs Dath#3/Lo08FC|2nd. F/ Loft 2nd FI AFC SPACE SPACE SPACE SPACE LOAD CALC. SUBJECT 10 DEMAND FACTOR | � 1 3 5 7 9 11 1 13 | 15 17 19 21 23 25 27 Bkr 80 Watts Watts Circuit Description 7650 3450 2 A/C AHU-2 N.C. N.C. 4 (Heater 5OKKAw55%) 8280 3580 6 A/C C.U.'2 8 700 700 10 Master Bedroom AFC' 1st. Floor 700 700 12 Master Bedroom AFCI 1st. Floor 700 700 14 Master Bath AFC! + S. DETS. 1»'. Floor 700 700 16 Bedroom n4AFC| 15 700 700 18 Bedroom #5AFC,| 1500 20 Garage Ref. TO Pon1VVire| 2 2#4+ 1#1O+ 1#8(G) Bkr Pole | Wire 30 2 #10 25 2 #10 15 1 #14 15 1 #14 15 1 #14 4000 DEMAND FACTOR CALCULATIONS: 1 TOTAL LOAD SUBJECT TO DEMAND FACTOR ' FIRST 1 10000 W. AT 100 1% REST WATTS AT 40 °./0 | TOTAL A/C -------- TOTAL CONNECTED LOAD (WATTS) AMP5(V1 240 | LOAD CALCULATION IS BASED ON A/C NON-CONINCIDENT LOAD 8700 127001 10000 1080 11960 23040 96.0 22 SPACE 24 SPACE 26 SPACE 28 '*n ARO F/'ULT ClP..IUII 151! 555135055 �DR�� ELECTRICAL CON|RACTSHALL 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 mTHE BEST OF MY KNOWLEDGE. THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH nuAPPLICABLE MINIMUM BUILDING CODE IN EFFECT A: OF LATE 01 CERTIFLEWTION BELOW. 03-16.14 Sang-Yub Florida _ c.) 0 u •7:14 imq ~ ~ ~~ rift g.1;)=° co TSDALE ORLANDO • a, 07)248-5800 • FAX (407)248-5899 SUITE 100 • ORLANDO • FL. 32819 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = = 1/2 NOTED SCALE -- '- - SHEETDATE 04-10-13 SHEET REVISION INFO | /�\ AS -BUILT 03-16-14 SL SET REVISION INFO - ``-- -- `- - ------' U ' SHEET DESCRIPTION U U ELECTRICAL ��`�/m��n� SCHEDULE & NOTES /vu/�� PROJECT NAME PARKLAND[D|� ^��/ & ��_8K��8��8�yl� CC -AMBASSADOR l /| LOT/BLOCK 0039 TBI NUMBER -' -- MODEL 0039 ��[�� V�Ly�� ELEVATION NAME L1J (1) U��T||�� x�-m.�n�� SHEET NUMBER ~�~~ ---- �-_ -°-~ N �� ce SERIAL NUMBER 1010.0 LLJ - 0 LL. uJ CL 0 - LJJ LLJ _ - < = Lu - > 0 LLJ u.1 LLJ ci (-) Lu EZ. LU UJ 0 (5 _ LLI I— >- cL 0 Lu cy.! 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General Beam Analysis t 1` t , .1; ; t•it, , Fint 1„00,10.1; 7' tiLl it I. tt. tit.,1t1 I tt,:t t. -tint '.1i.tittl ttt, 1:,1-0, Ft, L.:n in, HI., tt.tit itit 'Li; 01 i1t ,it, in .1) 11 t' It tt. tuns it,04tt CiFilt,n,:lintitt • 1,int„i01t;in,.11 General Beam Analysis ;t: • : Bittititi t 19 it , Lin.] Lott:, 1-tt ' Fitt. r. it I i'it titt it'.1 • triittitt t:it int, tit Fi 1, F:1,1,11111,i,n; \1111t.iiit it .r 0,11-t,t1i..0' -L.rnitt,t.1 General Beam Analysis „ . General Beam Analysis General Beam Analysis • t ; ; Iititinti, tit, tit ft11.1,011,1;,tiln 111 rir:ttlul; I L, i,1 11i1 I,. tit it,rtit .lititt nittin t .01itt ft-tr • titoi , ;n1 ;11 :Kinn it"4".1101 0-2; 21 ',LI, ft tit 1.+ lit .ti1,1 ittit,t; .,,,1:.; it,,, 11; F1F,,; i,:t it .i0i1,01`.; :,:, Lint i 01-1 ;it ;11 it '1,n it :in t, General Beam Analysis ° „ LI 1 L ttiil Lti littL tLE' t.t.ILit it to 0,1 Mit, 04-10.1'2 Sang ru P Florida No /2328 NI 0± DRAWN [3Y J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION ROOF CALCULA” 10 PROJECT NAME PARKLAND GOLF & CC-AVBASSADOR LOT/BLOCK 0039 1B1 NUMBER 0039 MODEL SAVIE0 ELEVATION NAME VERSAILLES SHEET NUMBER S . 6 SERIAL NUMBER 1010.0 cr) ,-1 (c) ce. LL -1 0 CD co >- __J 00 °"--1 Q0 2:(J) 0 *5 - UJ • UJ 17.) cL C) 1-11 LL LU C1_ LLJ LU 0 LLJ =_D LL1 11.1 0 -r. UJ F- LU < :PP LLJ O::[ 11_1 L)U) LIJ Lu • 0. ID >- >- 11.1 - < H. O 0 j LL >- 0 (.) LU 0 (1) 27 0 0 C) 0 0 LU 0 _ _73 0 LU0 co (f) LLJ CY: LLJ rn 0 2: <15 w cr) (r) 0 >-- ap 11J 0 ce I.- LU 2:2: w (2) LU cuj a_ 0 LU rY, cr)-- ,-,<(5 LLJ 0 .▪ -=. LLJ i: < CT) (-) tX 0 LU E.E._ 0 LLJ 0 ce" L.11 0 L1J 1u 0 11_1 0 LIJ LLJ >- LL_ 0 u) --. E 0 cl. - ----- 0 L.) cp Tz.: Lc' ° 1.-- < Lil " 11...1 -- 4- 4-1 ILI 174_ "--cf < C,), CD L-3 118 - 0 Li_ 1-1 2' 111 cp CL 0 CNJ Cil L1J 0") < 1_1_1 0 af. 77.:::l-- 2.7(....) CO ----., Lu f__ (13 0 -,-,.-.- -0 0 LLI 0 LY 1--- 0 Lij In Lij 27. 1 (--) . - I -I 111 ___I .'" I- __I 0 0 LL- < 0 ROOF' TRUSS CALCULATION 518 iiii.iii 12821 1 (NI. 4 14) into 16.2),iii:2), 11'22, ii.1 1258,25,642,(1,1t5 24)7(12 4[k,/ t:ve Aft:21 15,46,4; i ic,,t4 2,,,,n, 1 (-plin 70r, 2 ()Hit x,,)1,„ ,,, u/ ,/t 511,a N/2.2, uidil N:4 (-481 cli ,H) (852) ani ii,i1) iii(J) (i6),) 0.641 t,11» 1.1 2 16 32 , .8,4 11,78 -45211 II 2-) 512 348 14 2 '01 6 3.) 51.1 , 12.37 544'3 /11 61 552 186 I 6 55 6 3 120.4 131, 3,1512 5(11/ 8( 1-') 12 617 I t4 2 22 3 46.6 LW: 54.06 51 i80 214 ,21. 55 3 ,1411 [1 2 .52.1 :45/ 11/1 .38/2 '1.344 /1.1-5 (''5?,/26 (2,1 I 5 100 12235 1681 23 08 56 47 51.4 5,)) xii.111 /23 (35 1, i 22 5 148105 5'Q5', 31 58 14 47 70.5 (52, 753 (1) (1,7 ,),ii 278 4 ";22.-; -1 5-8 14 47 701,, 522 1553 1, i 6, ,-:/u 54-48 :1'),' iii 2 112 k::: 5:: x x 2 ipl,ft .6,12 ) width p,46 (Zcino 34 & 657012 40,50) 1 iion rim ASCE 1-10 EON 10 yd. [Ills cdriotH,', INPUT DATA Lxposuro category (13, (.., er 5), /6(..,E. 7 1;,,..-'0 C (niportanco factor (,),si..-Ett. 7-1i) 1,84ii...- 1 6-2) I, -,, 1 00 for all Category 43,4tt,it; -,,,,,iiiii i-i,peeci ti\si-.4 t id ,:iit i-, 1,:r ;'-)1,' P,:, V 1 01)04pol:11'0c 112121 (34226 /-1() z.c.,8 1 5.6,2...4e. 5 K., -, 1 h58055 [11.9441)1 to eave 11,, -4 9.1 It Building height to ridge h, --tt 19.4 ft Building length 4 4 81 It Building width B -4 41) It 2 -0:1)2 -16 21 -4 67 -0,145 -213,04 -16.44 4 -0.16 -20.62 -9.01 -0.37 -17.73 -1) 12 4 -0.11 -18,87 -7 2/ -0.29 -15,15 -3555 11---: (-755 13.54 3-0.11 1261 13.65 25416 2E -0.53 -22.76 -11 li-', -1 07 -10 20 --211)11 3E -0.63 -25.95 -11 2-1 -u1343 -22.80 - I 1 20 434 -0.58 -24.33 -12./3 -0.13 -10.66 3.06 5 -0.15 -20.30 -8 /0 -51.-15 -20.30 -8 /0 6' -0.15 -20..30 -0./0 -0.45 -20.30 --43 70 Net Pressures (psf), Torsional Load Cases Roof angle 11 24,06 Net P6,)2(oro (4 C„f (+GCi„) (-GC, 11 17 0 54 792 5,82 -4742 -4 07 -1 1)' -0416 -5.15 -2 25 -0.11 -4.72 -1.82 Roof angle = 0 00 Net C, fri-) ( 11 0.40 1.77 4.67 27 -0.69 -7.01 4 11 37 -0 37 -4.43 -1 53 47 -0.29 -3.79 -0.89 DESIGN SUMMARY Max horriontal force, nonnal to building 10119114.1, face Max holizonial foice normal to building length, 13, face Max total horizontal torsional load Max total upward force ANALYSIS Velocity pressure = 0.00256 K1, K„K5 V2 34.21 of 30.76 lops 15.30 kips 319.61 ft -kips 100.49 kips where: 4414 -4 velocity pressure at mean roof height, h. (Eq. 28.3-1 page 208 & E. 30 3-1 page 316) velocity pressure exposure coefficient evaluated at height, 6, 8 28 3,1 1,i12'6» 0.85 K_, wind directionality factor. (Tab 26.6-1, for building. page 250) 0.85 moan roof height (it) 14,30 < 60 ft, [Satisfactory] (ASCE 7-10 26 2.1) < Min (L, B), [Satisfactory] (ASCE 7-10 26 2.2) Design pressures for MWFRS ' P = q4, [(G C4111HG p where: = press-ure. in appropriatenprom zo e. Lg. 28.4-1, page 298). 16 psf (ASCE 7-10 28.-) -I) G C,, product of gust effect factor and external pressure coefficient, see liThle below. (Fig. 28.-1-1, p49e300 & 301 G Cp; product I if gust effect factor and internal pressure coeffident.(Tab. 26.11-1, Enclosed Biulding, page 258) 0.18 c.r -0.18 a -4 width of edge strips, 1:19 28,4-1, 1(015 9, page 301, MAX{ MIN(0.113. 0 11, 0.1h), MIN(0.0,113, 0.041 ). (5) 4 4.48 ft I Net Pressures (psf), BasicLoad Cases Roof angle u -,": 24,06 Roof angle 0 .'"-' 0,00 ..--,.. Stirfiit.,0 NIA P11 , -;`,,',11K; 1-Vilh NO i G C,,, 1 ' (-+GC , ) (tGC) ( (GCH ) (tGC,,,) '1 0 54 11.67 23.27 0,40 7.09 18.69 Design pressures for components and cladding_ p (1,4 (G Cp) - Cr)] wheie: p pressure on col uponent. (Eq. 30.4-1, pg 318) 16.00 psf (N.30E 1-10 30.2.2) 0,, oxlei nal pressure coefficient. see fable below. (ASCE 7-10 30.4 2) Comp. & Cladding 1 . _ (.1 S SU re. Po:;:tivo Neuative psf ) 19.07 -33.84 Zone 5 nii,44661111 Nevtr., 36 321 -47.49 W a 1 1 s Zone 2- 2.22 00.81w), Nevt:ve 19 97 -55.74 Zone 3 PosItive 19.97 -83.77 Roof 1) Zone 4 Pw,lt Nvgotavo 4_ 36.32 -39 5-1 4 414 Mill 1 , -" -1- . /iiiIII .--- -- ----,1 - ---.4. --- _ i, _ i , , - -- L..... -4 1 2 I. 12 I 42. Tax tiOatiiiiiskuniiiauttamisuakirutat !Exuma. ihaLtsmewitiLlai m'uonusexamAintleopinumaplauslitsaittAl,Nolimmwonsasplawmpasumpottritaluelw 11014A&MVIESIE '34 T5 1 G6 V/ ! )1A/F HOO L 1 (35 1 !!! I ! i N I 1 11. ! I , w r 1 -5H1k ROO -41.11 1,11 4[1, 0-1,10-111 Sanc Luii 51E. Honda No 72328 CT z h DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 -= SCALE AS NO - 11X17 = 1/2 NOTED 50 SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION ROOF CALCULATION PROJECT NAME PARKLAND GOLF & CC -A MASSADC LOT/BLOCK 003 TBI NUMBER 003. MODEL SAVI[ERO ELEVATION NAME VERSAILLES SHEET NUMBER 56105 rY SERIAL NUMBER 1010.( 1••-•• 0 LLJ (1) Li_ 1.11 CL 0 LLJ LU 1JJ 0 111 11J LLJ U.J LJ_J >- a_ 0 111 27. 0 J 0 111 CL uJ OWNED BY AN 11-1> f.".2 0 (1) V-- >- 00 0 JJ I--- LLI ; (f) uJ c CL LLJ 1_71`2 F-- 0 (I) EL- caL (V-) < (I) - - LL1 I Y- 11 LU cp _ < rJczn < ° 27. - u < (f) LLJ m a (n (f) (1) < LU 1--; 0 __J < < re-) ci (-NJ (1) DE cp - co __J cL 0 0 (3 F --- LL 0 0 (1) LLJ CL. LL• J LLJ (n CL ft -Z (I) 11J 0 cf) H- 0 c.c) 0 LLJ 0 1-11- 61 0 (.0 0 o Lt_ c• Y r• 0 < LL LIJ ._J CC) (1) 0 UJ 11-1 cf3 0 cr) < uJ < > = U.J (I) (r) 0 tij <1 0 (2, 0 'LT!. 0 (-) ._J U.) c 0 >- rn0 LU 72) LLJ (f) (I) 1-11 0 LLJ (-3 LLJ (3_ (I) u...i 0 (t_.) UJ 0 (f) cy: 1.1_1 LLJ LL( 0 L LI LLJ LLI J (f) 11J LLJ 0 U) 0 Lf") C1/.. o LLJ LU cro (1) (r) 0 0 0 (..„) 2: (J) 0 ""Z LLJ LL1 -L 0 0 < UJ LL0. LL (_) F-- -7 0 1-- 0 rn ce 2X4 @ 12" O.C. @ 1ST FL. Wood Column „ - t:2341,.. 11414 ;72k, !1;711; (.17/1111,1111•-1;1(111, 1„11,; .771.111.; ,; 11) 1737:10711111.11111;11 I.1 -11,,y• 1,7; ;;,10 ;1.1,7•17,0 E;217; 1: V 77. ,11k •011, ".,2 • r ; 1:1,1 .101,1 '.10. .13,1.. 1; AA,1,11(14148 Lti.-(133.21.7).f,I117)111/ 73 111h,):,/ (24., t tt (1).5. 0171.11.01i - I )f ; • 1;` ; 11- (11 t 5, ;171. ;75 t. kt ;5.7''] -; Masonry Column 4'-7.7.7"11;17)71.„:). Des(A•ption 711,10 I , 0 3.50 ,15.0 1`,11 0.1015 /,,71,Dimum SERVICE i2.31.,..)11..0.1d ; ;r• '7 7 1;1,01 0; ••. 1 , t • -; ; 1,442 „ 111 t0,0 03.01, rt, -• :7:020; cy ,11,,,;11111;;, ,y; 1, C;•11'171Hil.,'71.1 ;;;.; 711 ;r„r 7.77 t,11,3.1 I 4,7, at, 1i ;ADS 4,-3 I 7471 11 1,1 2 8/14/14 (1.14/1 Fi1:113,1211111 -11 -115t 7f71).21,111.-11 0 201 ) ) if tt 11,11 .1) .., (5i)t.t.11.122,7 1., .1 b) 1-; :a 411);217 1,147H. 1.. 1,101) )1;1 2 ; o 10111,,/ 11,'11;;;;) 1.1,; 11 1'; 70 •,1, 72 '11 • 1 tt t, ff Wood Column 410factorA 1.:11441,.itt 41 Masonry Column ;.,1111,11 ' 1,34,1112.2111-1, .2.11,101). 11014/101111 1,170,4,,,,,17,11,3477 :11,17s 1; a 1 o.iJ 4,1111/14] iatiata, . 77:f7,(,;, 177i;3;11115 1,111,1i t;;;;111;yr,•11,1.1 11 • 11 r 5)50 I1t,41 515,f 2 31 riti 1)1;1 ;t)....'.1 1 1; , .;.,..:3338431IIII 211.1. 7.5 okay...1117)r, I/ft 17 )177 2X6 © 16" O.C. © 2nd FL. EXTERIOR WALL 'Wood Column 1-; ; • , tC4tt,17, G34, . ;edit) 1147/1AS(,1 /• 111 .55.ft"1,3).,; 1111.;;; ;1,1•;11,01;1115,-; 11, ,111.12.) 71- -17 11)7k 1 41).150,7., 1,' 15 1 ,..k,t; 1 11.4' 1 711311 1; -151,1 .1 L. (-;1;;,!1,1,.; I.;;,• q17 4 1,1171)14' 1; 1 141)11 1'4117 ; 711..77 /14111 „:1\1-,-..1.1: 7 it; 0 it 2,13. 1 ,: 4,41 7,-15)11 411115c2; 1.50 5.50 4171AL 15:)7..C.12, t11. .1 11 1;.;7,1; 1,1 1; t • ,! .‘;7,1;; D 1,74t. ya 1312.111-2[143 L.(77,1777 11E-311314 77 a (71:0,,k1-1..),)21"); 1,1.7 7•3, ,117,,),57.151.7,),/.)14);(1 - 072(3 1 .11141'111 •f•1;;; t7t ,221 .7'777,k:001 • ' 17,1I;17.°7 -1,fit ' 77.ykt 1,1)11. LI_ 3') " t t. • ..•t• .1 7111) 11 ;1 • '5, 21, 1 17 7.; •• 3,2:011,,,03"r1 •11.311.7.»),)Et5 • 12 2,2 1 . .t. 71.'731H „5-1 1 • ti15,1));! ti 0.1/30 1; 701 f'f.1k ; 11),(1; 51,;,)1.151.• ,,-t• i I Icy• ;701 Maxtrnum SERVICE L ort0,,AI Load ReactIons 1, It117 ); 1 1 1 c; 1 I., 0.7 :II; 0.41 7 , „ ; y1; ;7; 7.12,1;.•,,;;;,,, 1;i1 71;•.; .1 ki ' • ," 1 3 171 11.1 1 0 11, 110, 0 311,5 k, t, 'ft lit, t1114' 1 , : ,-;,) )7213, t.,), t.•-• )111 '1 )1.02 41.11 0 0 11 111,1 ';,,r; 111; ;;11. 11 '1 1 3/11 '-1)11 11 1111.7 , 2, 11,1 1,1 1 l'-;1;; ;; 11 0111;"771 4{1) 11 1 1;11,2,1)1 14 11 EXTERIOR FM A INTE1-21.0R FIG C-‘, p777777777771/7777777717777/17777777,72= -22=z4'722 - \1V7t' Column .11 1, t rttlit-tti ..itt, 47.471 tt 5'0/ • I 2X4 SIUD @ 12" O.C. 2 EXTERIOR FIG it 1 '1 1,', 3 ' . •tt 11.1,1 ,1f 1.11124./7;'11.171.1,, . r1,1, .111111,, , ;•;;;, ;,1;1;;1[5 V,;1111 :it 1,111J,".111L' :1111:1, (14- I a- 13 S.3139 \Fut) I co 4/. Florida No 72:128 0 a a DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 2.2 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE' 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION WW1 CALCU LAT ON PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 TBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER 1- S6.04 SERIAL NUMBER 1010.0 0 j (NJ CD LC) @) LU 3.-• CZ CD >---J Cl_. 00 LL 0 '2" < 0 (1) 1-1.1 4"c•k: LU ca_ 0 LL -1 LL, 1.1.J CL , 0 t.0 , < LU LLI 0> LU 0 (J)= - = ILI < LJU LU U Ln LIJ LLJ - LU > ILI 0 (13) >- LLJ LIJ (5 >- 0 LLI CE: 0 ULJ DE CD c no _J _J 0 >- Cr 0 0 CL 0 0 0 LLI >- :_zEc 0 1- 0 LU C5 0 — (J) LLI CL 0 rr CL 0 LIJ C...) F-- 0 (I) 0 Lu U) 0 (5 (0UJ --J U.1 < UJ 0 ul LLI < LU F— c.xf >- rri (-9 arf LIJ 0 --"" Li") c:Z L.0 0 CLOC __J 0 (0 0 1.1J 7.17 0 0 r•-• 0 0 0 2: (1) 0 -27 0 0 U._ LLJ (0 0 (J) LLI LLI 9113 0 ORS SHALL VERI (/) < I—• ULJ a U-1 1— UJ (J) U) U3.1 0 27 0 0 < LL LJJ Ul 0 1..1_1 :=C 0 IJJ (YLIr (../) 0 (n EE »U')5 u rm Lu F— - (f). - Lu 0 - LU LLJ — 0 Cl.. 0 (I-) or:. ILI cr < IJ_J ri L. (j F- 1--1 I -U cr.: up Lu (J) cL ca 11_1 U_ 0 0 uJ 02: (Jr; 1-1 Lu LJJ 4-44-1 .4J 0 < Wall Footing A B ( 11)31 )013111.1)11S 1,2'741 ;1 3301') 121.t... 31..21731 General Iriftwriation 14101 "1 t. 3,14 ;03:3 4,31823 1,8 3.2 null° rns ion$ Applit:d Load 13 ! 122 ).03 L 413.3731 , t/i. 11 Wall Footing f)32).7], :1» '1 1: G oner.31 I n or r afro) • .3.10, ; 3322 ; 410 , 1,353 13; ;143332 2 )1 ) L„I 4 214 2.5333-2 ",',..3:12 t,21 In ; I 3• 152: )3 1 t, 33- ; 254 ; 2.8 A 33, 2 t „2230; 772 015 1 1 1 1 ' ,,.. k• :.; 1; t., , 52;1 1 2,1 30;8,1 t: ?IA 442 4 Reinforcing .• t:. i•f) 011.3 002230 83- 1- • ' 8,2 3F-42 ;2;3 47112 55333 24,344,33.5, ;1421 313 0'31 40:t 3533 14335 :22. X :333277 , "4.", f",, • 313' 7 It' 1•,,f) f. 31 1i11 Ditturnsions • Rein for cing 3 ;\ Applic:d Loads 2,2,3274 44.2./440135.4X 23,:114.; 2,34 1 o" 1 437, 3.38 ixx 1f: f • 1•S L.i.), L LI1 Wall Footing 022 23'33814; 3,3;41 148.20 ;353 /3,21."473,42 53,3, '2' 2.'4;47 04 3,3^1.•I! % 71," t • I 35'1 ; ^21 f 403;0 3020 380304 18252.04 71:222,1 188850 2 7.1; t•7 1117.33: •11111 ;2151q :31.1 2.1, 42.2,%,41-1 22 '142 2.1 :312 13. 1,312 8,30. 7:744 2371 4351 • 8 4;23 1: 23.4-44, r ,1:1,1 3 8 034 315 A 28/12 410 22 ,2 1, t2 '1 t 21, 720 3: 1.31,4 . A .4 r • ; 4 0 5 2/14 1,7 8 420.' 215 11 1' 17 334 :244,, "1 1022 A 40,84 ; 12 4,1:: 44141 4,1,3 A', 1 10 5 7:4 3 372 /A, • '' 0.80.4 4 7 :247 ' 7.5: 71 i, A- 47,2355 14 8 /3171 I': 57,17,1 53•K •,4 13.433.1 222 5:012 21,0 0715; 5 -3 I" 8 552 22:3 ''.. [1, ".00) 4:15 20 At'l 17 5 0 II 8232 3,A 1 17 8 4334 ' 53 23,8438 '4758 A X1.-: 3,2 1 ; 2 5 0 II .51 4,52 78K • ) :838 t 1 7,31; •312,2, i 4 30 X 18, 5,333 22 31745A 1,13' 0.21 At A 7. 1 ', 3 7232 t82'7 „ 1 242,A2.' 27323,4 4321 :41. 3.31 8'47423 1) 034 12' 3: i41 1 131 5 51 11 3 332 44 • i 4332:11 AAA, !+11 :X 13; "X 232235:3 33,1337.54 14 13 4.4 10 5 311 21:2 113 *1 13:111-21111,73,1,1 „, : 1t, -:111 :35 8 8 72 2705 2,40 0311 ID A 3, 1; 3 1,72 1.:K :1 '27E773 1.1:1.31133S 1'42338 -X 22.23 8733 0 733315 1,43 330.I 10 A 0 11 3 2/44 13-K 31 414203 13,4 31 -532 ' X 13./7 3! I1tI311 ! I; 1 52,1 13 5 5 II 4/1;' F23 '2 , 348,8 521;41 X212-03 2 ;A 41 5 71:1»,4 411 2112 14', 31 ;423442:2 3 4,21 AN 41 1224-34233 1133011 1.18 7-2 1 24 A 111 612 123 442 5,1 8333 4"2 .3 137 548: 008/2 43 145 4; 1 8 157 21< • I , 10321234 ''' '' S. 'I,' '1,411,1 ,1 Et, 3 23 032.31 2„17 3i1,1 3%5 3 11 4,713 i 2•21, 17' (1 (,3 ',1;)1"1'3 l 1111 1, . 1 1,71 , j 7 , ! ' Z 4: ' 2 ' : , ''' 7,74 21 0 22.'0, 3 tt 1 57 21 HI! 74 3213520 712< • 1 242.;": 331, 7) 3. 35 31 ,22,13 3.3 0 t.35 :1 ;, -2, 1 2i :3 (..31-% 3! 23.0 , 1 2,23! 3 1331 335! 0 33: 52 133. 3%1 :2 C,III 31 3330'H:313.0 5-52; 0:3; .111 1'2/3;:3 3 , ! :813'3 2522..2 5 (`),) 1,1 (313 ,) 103 (13,1 )33 82,1 11 ("K 1 ( 311, '',1111 531 3 13. 77421 0 t- 3: 82 '11;:t 34K 17,5] 50 t 55 4; ; 3; 4747 3' 400,25281 41,22.874 8,34 92.11 42 153 2-24 11 123 Wall Footing • n 4 1U 2: ; :45/.813.22 P4„.7.4,1113, • 23:3 1:33 001 (7:., i 2,ILL 1 ),;133 ,11,1f) 21,1,(17,1;52H .((s'LK4 452 2 A 2. ;854 228,811•S KL7 4830(4s11 41.1345 (LL( 117)11) •12,13 f.,`"/ 730'523.1 I''.1131:1127 ,1 3433 (1,1113") 2511 321421' 2317 2 7.13 3; ; 3 A :3 3183•1 4131 ;21 725;5 30 2,8,2.'0 32-1A .3 ' 13 024,04:33,22 -74, /31/2, 1: 501.38 2,52 01,322 ; 1-LIS'I'11 '1 71' I , 2 4• , 3 42 I" 4.1,1 3.2 .1 1231: • < 8,53840 3.],':,-9 1.1.1. 73.: 1.:" 0; 11 4 4,02 .1 ;,,:5,:- 113)311' " IS 1. ,11.3.f i '11' 1 :: 2, 213.21.,:r, ;') 2:2337 143: 022 1 ; 3 ,, 11 441, 3 4 513,501141-81471 3: 4343''!'! 2 1112 ; 1. 0..83,,,, 33:45! 2.172 ,11,111 1,1 1 23 11 21 402 3.771: , • 1 40E3 I 3, 1 3', 43-52, 1:431 / 8; 1433 '4 8 11.' 2,17: /22...! 1:121 5, 11 4 444 14A :044,41, •12 4;15 5, 13, 21 1 7 1 Ci .:L0 ),4' !11 Ai, 1"( 'Li 1*) 4 4 321 1513 , 1 :30,1 2, .1::12.11. 3 FAA' :1: 4143,3 1'2,n 111 1,21, 2 11 .2 :73' 12 '1 12,113]: :1318 2,1.: ,1.,1, ^t) 7 :311 4 422 3.21 12 373/222 3,2, 41,5 '2.: 4. 1212, 2 11 1 422%. 2,IK "I 1 451 31 ,232:; 3; .32:: ; ' .1,,, P.727. .,5'37, ,,,r)411," 1,12, 73 11 7.12:1 t 1 ,•51:1: :: 2,51 .2:, 27:2 t :,1,' 1„12:11:,2131 -X 21:1273, 31 % 21,1% 2,271 751. 112 5 :3 1! 4 t 1 ..: ,1,1173 5 4. 33 8 1 02221 LI 3 :331/ 7'< 3,13 1,, '‘' :' ',:i' n.'! AC 1 t 5 A 11 .24,31 133 , 2 .52378 235, 78 23,00.5! 0 03;413 X 7.3.3:7i: 372:7 71.7 )77 7 1 72,1 , 1 ;51.2„:% 221 ;•. 15:1%1,, ,..::: 751:7:122 :•:„2:13:133 2.' n 1,7 7:7 7 11 4 I' 1,25 3323 30334 117 ,t,t.: 137 .i 71 44:9' 71', , 1, , : 72:•, 23, t •7 3,333••tt , 1, 3:7.117 !,43 ;22. 1.1.1 11 11 4 31:12 1 .1:13 282.72 A 7 , : 2 127*, ;A-, 2; (.:K, , 1 . ,, )41 3, 1343 7.11, '', 32I 0 1371. t I I :SI " 311 KK 11)1(i IL), 1:1 1,313 "(4)111301 S 11 34141 (1) .134,1 ') IL'Ll i)..' 133:, lISI 31 (3K , . 3 )(1173,1 'IV (1), :LSI l,) 2.513 3233,4 21.5. • ' 4,35;11 , , 5, 0 3.37 0 443 2.4 12.'3 43: 3; 34K Wall Footing 13.3: 3;4.3'3 2. ',3, 1.1: 1:481 /545 5,07 3 8, 1.151-31 ]1]]13/'2.4437,2 4 / in General Info; inotroil • f 102) '7,,,,; 0133 51 8,13,31 3 73; 432.7:1/15 512- 13,703333 1 32.3,7," ,3 ! 3 53243 .3 1,3 Didwnsions 4„ 80, 383,4 Applied Loads; 41 , 2:1, 0 5 131:521,11 4l4ii2,174 t 41 ,,I .43.23:0221.3. 743:5,: :384 23' 1.1) s3 '135d",' 1324,23313 84 7 ...522 133 a. 2; .i.:2 a ), 141:114335,..3:N.,-;:3227...,3., 5137 , : 1., 1,1 ir,f :3222 1:3:2:22t-10 2-321331 r., ...,:f : .. 7 3 - 13 2 035 • ; )2 513 3 1 1 I 1 .1 I 1 4 3 ;.«51'"/ "43 II f'4,11i("1 I ,1 14, 11 2; 1 (), -1y 113' .11 '.1 Pif,f)(111,:111,11113,333 831 P334.3254 48A-2737 30 I 23 232258 25758 28013 2533: 1':775,27 '1/4::)*.': 7 344t8 233201,33133 433123 3-02: 4.4 213' ':1':' 12,34 t 37 41' 11 du ,) 1, 444,7 A )0.32 2,33,2821 E LL - 1--12-- ; 0,51 21,•22,,,, ;4,4 ,77V" ";t7 227,1;72: : 33 7 7 7: i•xtt ft Wall Footing o. '","• 3.1'1f 1 1 • A , „: vt 111)f 11,1IL 11.f, 12; ,t ; 41,1 44°. Reinforcing 7. 3:: • i k 1 • 3. 4.42 1. ft .1 3,.,71,A1 3,113 —1 1 EXTERIOR FIG 1,A INTERIOR FTG C • 1 a - 1 f 1,3 if L) 2X4 STUD Qri) 12" O.C. 2 EXTERIOR FIG 13 Q1Z/5(3.2.77.77717ZZIZZI,'3V22/231,27 10,1 11-1,11. 4SKS1',ILILLI f4 SI 'is I I 4,,11,4011P1IES )1,11111 -•If 412 IL LLK I III 1.1-31( 331, L11' 113 ,11L0L7.1 11 II' LI IL 13331 2131-111- 1,1 Sang-Yi 1 i, 1311 Florida No /2428 11:2; 4 Pet CD 22. -t 171 4 11 83 -r: 3_1 43 7 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X1.7 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOUNDATION CALCULATION PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 TBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S6.03 SERIAL NUMBER 1010.0 CD LU U0 72) CD LL_ 0 LLJ CD LLI IjJ CD 0 CD (1) c• e 00 LJJ DE. ce F - Lu CD 0. 2f LU C) r2f Lu : op F- CD LL.1 CD DE A= 1--- ‹ CD ▪ CD LLJ ▪ pe. U) _J uJ 2f :0 >0 LLJ [u0 - V) 0 CD UJ ‹r LU CD LU 2f L..) 00 < CD oL 00 oe oe LJJ 17) CD - cL Ur) ›- >- LIJ CZ CD CD CI) LLJ —. D: CD F- CD ce - >crr CD CD ce UJ CD uo CD a 0 Ln Crr _ ; cc II! LU DO D 0 r: oe ce 11.1 LIJ 121- >-- nK 2: no < c0 LJ 0 LU (J) ___J -- C./ ce(r) UJ CIL 0 0 cr 0 ›- CD LU 3: u_7) E- a (1) ui 2: U0 CD a" UJ 2.f [IS flLIJ -• 1▪ : LJJ CD (1) LAU ce ‹ C EL ce (9 ce Lu 2f 0 • LIJ E - LIJ Lu j: Lu 11.1 C7e LLI u .< _A CORS SHALL VERI uo < ce, -uJ2: CD 0 BY THESE DRAWINGS U0 (1) 2f C) 17-1‘ CD CD 27. 0 (J) e__ LLJ 01 (.9 IC) LU Li .,--I 27 LU 0 CD ( UJ CZ • .:-.._.• < 1.1.1 LC!. O\ CD 32 1- 6 ... —4 0_ (_9 17- 2:: - < u•-) LU (I) ---.,. 11.. z CO LU c ror>:: CD a': LLJ F- 73 (j) vi. ,_, 11-11 ,S) F- 0 L." F— - 0 ILI (fl -1 L1.2_7 ...j —J u 1-- __J CD 0 U__ < < (,..) 1--- 0 0 Masonry Slender Wall „.„ (1...1.1)Inatar tit.o.1 31311,1. 11,1^1, i‘.1.1)1. 7 11; 1 Irfot;;...it..11 : ; :.• Nr.r.r611 I.J` M M 12:1. 1 y o 1h 1. r .412 ,. ;tit I ,irtt .1.01 0:11 11 11 011,10 • Masonry Slender Wall 1 ZuDi l‘,1:11. I 0 001 1r1,;;Yr f +'3/ *0 00D Fi • I. :01.6 D ii.„ irn hi:24.,001.r.ra 112'; hh, 2. hi.irt;) 1,:s11;)h1,.;,.31;:1.:. n Masonry Sender Wall HttttatIts toport.;:d for "Stop Waith" of 12.0 in r„ro.rtt k1ta.t.ttr. Rdtv..) 0,9716 31 33 .121,3 1,0 Mrc. 1643 :0( 11.410 11,1, flh."1.2/1 1 61/ ;• /22, 12,,1 1,..; 1 113 " 43 `iir3,Y; :Ir. 110.1..10 NM, 0:01,11 11 1-1'; , •;,1 „. 1).14 1r .1 ,m111 I A22A0 7210 21.0,21;6.1 lir. 0:1:„ r 01 1 11,0 1.•,,, 13, r' 1;4,0 0,...,..6.'", 6 :1 1. r'. 33'1, 14 04:4. '.:03k0 1.,3123hs 1 - r111 1 61,111 f , 1. -,114,11'1. -.222:112 -2,12, -ii i) t "1 . i 1111 3,1' tr.„....... .tj crrr I .1; _6;1, .11 r• A' ;y 4;:1,..1.7 '0, 11 CI': ;66411 11, 111,, I 014.411.6.1"1 , Mr 1;4260 i ;./ E ) ..12 1 1 • , 0. ; cal hr1,2,2; I 112i, 12;,/ 0 -1 0 71,1; Dr;,f 1 ta.tipt.f .'11,';')IkNr.01 EXTERIOR FTG INTERIOR FTG r7.7717,777/./77ZZ11'.Z2ZZZIZZ2,727.22.72ZZ227212.72221.22:22.7 ‘`. .21.) E1 t/.; 2X4 STUD @ 12" O.C. 2 EXTERIOR FTG Masonry Slender Wall r 6121'22h r...rrirThr 1,2; !,011s 0.1.2n4 164 "Ship Width" 6) 1)111 `,,ez.,f-zzzazzzi-r-zzzzz-rizzzzzi-za D l...„..t1 m ft, 6 I': , • 1-.1. 2),(372-16 2-; 114.1 / rt 1-4 .1411. 1J1.1,'L"1!1 V.11111 1,1 ITii111,11,111111,1.1',K. It; L:1Lil 74 .4 ; 1:-.'101.4, 0-1-10-11 Sang-Yult I ta) 3, Florida No /2328 cc „ .. . 414*343 MI W DRAWN BY J.HERNANDEZ CHECKED BY SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WALL CALCULATION PROJECT NAME PARKLA\D GOLF & CC-AABASSADOR LOT/BLOCK 0039 IBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME:. LLJVERSAILLES (21 7.7" SHEET NUMBER 177-- S6.02 Ce. SERIAL NUMBER 1010.0 D 0 LIJ (J) 0 LU LU LU 0 0 LU 0 LLI 1.1.1 111 (-) LLJ CL >- LLJ 1- 6 - LU >-- 0 0 LIJ LU 0 _1 _J 0 LL 0 uJ 0 Z.: >-- cf) LU 0 11J 27, 0 0 LU LLJ (1) LU 0 LU cL 0 uJ LI_ 0 (..r) (2 w CY: 0_ LLI 11_1 :r 1-- 0 .7E CC L -u "t> 111 0 cn 1 -- [Li 0 a_ LL.1- 0 a_ a'. 0 LL 0 1.1.1 >-.• 0 L - LU (1) f3CI CJD L1.1 LU (ID _1 (2 (.2 CL cL 0 (f) uJ 11J (1) CY LIJ "I= 1--- 0 cf.') 0 z: 0 L1J [- 0 (i) 0 0 0 0 0 (.2 11.1 0 0 LLJ 0 0. fia LIJ 11.1 C:=1 LU (.2 (.2 0 (k. 12 0 uJ 12 uJ cf.) LU LL1 0 CC LL (.I) 0 Y -rt -1 1--- >- 2.7 0 0 0 0.7 LU Ln LU LL LL_ 0 ' 1„.?1.,S1( iN ( O1) : 1 Hi ILI ( R,itk.11th11 wd.1)1)110'.1,0 lc 0( )1' Rt1H1 1 11C 1 1 1.1) Rtli,10C,ii.1 I .2") 1,1 1111 I'd,' lod 1 odd for WK.' roolv,',th cr-l)wit 11()( )11,1 1 Hui- c 0,1,1 p -H• 1)1.1 1 H,o1 „ , p.,1 111\0 ;di), I TO 11,ph 1I4 ('tes ftHnip 744' .„... 1 rx1H,4'(.1 -11). A11,,,,,thk. Sod 1c.17111,2 '„i,11 JI 11 :‘,0 11 1)17\01.1 1"\11'1\ 1"'). RI )01 I 10u171 . 0.11,1o1 .. 12 2)11 \I I 101or H.1)1)R Masonry Slender Wall fl - ;.:u.7L:61 t 1, 17:7,6;„ 1.11 6111.,0 1'6 L11111 1',11111111p, 17.011d. ft7111101L661 krit It16[ irt,1111117,.! \\1111 .17.)..(1i1117111,) i 1(-1•77 (11. 7, 112,111 t•Ilti 6 --,1t12 I1ikkk:1A1 t111 7,\Itt] tr, rillkttj ith ,1,.111; . 11.0 iLo.1 1114111o11111k) 111111 lot 0 01.?1,, „ '17 I 1 1" H r4 7.,It 611.J. it, .irolitort1 r 6.'6: .6161y r7..,71 726 ,,t7;)-77 ; thH7 t Ili 11 it t t, 1.,-.;;;;;r1•:71.7, t. o fj 1'111 2'. 1,11 17 11171) hlt .611., , ttr,t .1 %%1;011 7,1,:tr11i 1); \\„;...\I 1.1.)1,.si(iN cm), \\,111 PC 111,1\ (\ Ind 77711 dpi)1.1c,(1);14 4.7.1147)1;111.717) 2) 11...111,t ( 6111,,\ 011 h3iik(6 ;id\ (l111 11,01 pH. 11,1 32.7773.7 66() pIi 1 1111.,,:i-HHhi-12, 0 ()X'. 111, 1114' ( 611 \7,111 the (1,-.'1'2,11 177c /K. 2 1 NH IdI I ) 1 1 10,1,1 1()). ',Add k 1114. mix ("6)11 110.011 k 14' -11- 1(),1(1 from 1'001 w 26'.5 ,; 1)11' \7611 O.C. 1,111K. ('.\t( ,111.H; he (1,2‘i.2.11 I; \ 4'101. did 111,1 (An I 111c v,ind 1H3 477 il .40 21 1 n1,1\ ( 61), ..1111001 1)6-14 a 1' 11r 1)1 ity 10;61 irom floor 1), 223'). 2 7 IX HI .01 lo,a1 1'111111 1001p. f‘c 2 (w) pH 1 •ed R.1);.11' 77 14 1'1Vi1111q1 /7 4 ( 24 ( 61) !) 711..2 ,1,-.1!.:[) c (13 \vALL HA:Nom loN AND (ti ),\1) ()R IMO!' R 171\ 111W )1't LH; for 2 stt,1„ I he n,,R1 NIL \\ Is 111' 11 (H1 'od floin 124)1 41 1)kH) 566111 2 (1)-.1\ lkydd 14un 1100,- 6 ).,r,,t) 2 -.1:1:1 .1013ik 164 hom 10,711..; 11',2" \ ;;;..,H pH 6110-15:1 ; 5771) 2 1 1") 2' -74' moiwItiluc Il 10;74 1)6:611);.! 2 0"'OH\O 71 155)) 2115 (')K 11. \ I 14<1(1k 1. 1031 0 ill,. \,,,AH IChI 6 11)' (n'.1\ Hdd )'om k \m) 66)) pH' \ ity lcdd hum roof 12705 ti,NO: t's 1131) pH. mon111144' Ihohly-,.1.1w 10,11 1671116.,,6.746117 61 1.33),?100),,N 21 '301 1 ( Masonry Slender Walt i't.,7'714 0.6610 11111 , '1 17-11•7.11'' Resuits Teporlecl for "Sttip Width" of 12.0 in Itt; r r • • . 17 9(.14." 1;111, 6.1 , .1,,o i:fion) 17 ot 1_1:1.i.! 1, 1.77 .11, TO., 111 0.6 01 6 611 , 61 1,11.(:),I 11. 7.7i,1 6. 77 1- 1.• 1;1 :144 iti ,1,11 7 i..1 7.1_14 'KJ 11 ,1itt.„,,[7,7,t)-1;;;;;) 11, 7:61 41 Et/ Ait 111. , .r r ' 11 i1 1 1.14 1O„tru 1.7 'Y./ 1 1 trtIthch; rr.tt!tr; t I, t1774 17.17it 1,61,fl6[ 1411 1 11, 1,1 JO 1 1 ; 1 1. 7-7:: .1; 1116.trotttstl .1 l.\ 1111' 1)7 1-1( 11 111'2 111.1\ \\ 11,:i2,11I 1`, in' 11,710 hit) pli 1) ( h),1,1 Iloor (77 I 27,;(15.2 '077)1,11 of), 1)11 4 &,11),1,..11). 1. \().;') -4-))) (11: ,I) I 2. 1' .- Fuhc 24c0 0lul1nl ( 0,.:1•1111 I 6o) 77)77 I7d 25%7'- 14, l;111 1t):71 From 7701 77)66) 41161616 7,./05 .0646 II (3.;545 I 2) 16 --7 17,c .77.• 1. 1G. )K. 1 10,1d. 14245 14) thimp,,I) hulls h' ((67.77.7677)7116 167\ lo7 ( NIL ( (1.777117 1(1,74 6) k tr.: 5.5 14 N 4646 1h, I p1711 161 336 12 N -10 114 \ 7 1 .77),IM) NIL Cidimm 10 Oa\ ity: (-46-16 2600) 11 2) -7 1: -NT 1- ILI OK. I• 0,1\ pci .763147 711) *1 phrt (1) Simpson 'WI. wit1 sHip.,p„n HUI 1 1 1/1/111h,.) HI!), 1111A 110 EXTERIOR FIG A INTERIOR FTG 1C ; Ez.zz.zz-zz7/,,,zzz-zzz/zizzy-/.7=z2-zzz2z72/_/222-2z,z,m-2zzi - 2X4 STUD 2 12" 0---- 2 EXTERIOR FTG ts. QtZ7:4212.7.1Z2221/2'/.7.,72Z72;(4") 1 , I en - c 6 nil Nil 1.1' It 11 1,4,4,77P.7. :777777(661 [1( 11-1 ',HI ot.k. '.1•J Ifli.11 UE 11' 41 ,44 Sang -Yo Lou 6 F Florida No /2358 of (/) 0 C3 1, (22 if 17771 7/-) 7-773 (/".1 0 DRAWN BY 3.HERNANDEZ CHECKED BY SCALE 22. X 34 = SCALE AS NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WALL CALCULATIO\ PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 101 NUMBER 0039 MODEL SAVI E RO ELEVATION NAME VERSAILLES SHEET NUMBER S6101 SERIAL NUMBER 1010.0 c__ 0 1.1.1 0 CZ U_ 0 LU , CL LU LU 0 0 LU 0 111 LU 11.1 uj Lu LL1 1 -- LU 0 LLJ 2.7 LLJ 0 ce 1 -- LL_ 0 LLJ 0 LU S DRAWING ARE OWNED BY AN ›- CC) 1.1_1 1— LIJ Cf) LU CZ Cl. 11_1 ("Y ce 0 uJ 1--- 0 11_1 LLJ 10 (.9 1.1.J 0 10 L.L1 __J rj (f) F— • c) ce c0 • ___J CL _J 0 0 LL_ 0 0 11J 1.1.1 (1) CY. LU 0 ca 0 0 co 0 L.LJ 0 2: 0 o (../) 0 2: 1.1.1 0 .10C cr 0 U._ LL1 0 CO 0(-n LU CZ L1_1 0 LLJ ci) Ln. rZ 0 2: 0 o() UJ >- 0 L1.1 0 _J Ln 0 0 ›— co LL1 LIJ 10(r) 0 ce 0 27 11.1 2:. LU (.9 1-1_1 LLJ Lu 0 LLJ 11.1 16 1.0 111 0 (f) 1.1.1 0 LL 0 IJJ 0 LU 0 CZ, 0 LU LU (1) 11.1 1-- -1 0 0 0 10 10 0 o 0 0 0 ONS ON THESE 0 LL (c) 0 0 Llj LLJ 1- 010 0 1- >- 0 • : LLJ 0 11.1 U1 LU 0 TOP RISER TO WOOD FLOOR JOIST w/ (7) 16d NAILS MINIMUM - 2 x 6 SYP. 2 x 12 SYP. 5/16" x 4" LAG SCREWS @ 16" 0.0. STARTING 6" OFF ENDS 4' 2 x 4 SYP. / 2x 12 SYR STAIR FLIGHT TO WOOD LANDING HEADER SCALE: 1/2" =1'-0" 2 x 12 SYR 1" STRAP w/ ALL HOLES FILLED PER. MANUFACTURER POST #2 SYR POSTIO STAIR CONNECTION SCALE: 1/2" =1-O" NN, N.N 2x4 SYP. THRUST BLOCK NN (3) 2 x 12 SYP. STRINGERS 3/4" CDX (HARDWOOD) 1" SYP. (CARPET) 1/2" PLYWOOD RISERS x 3" WOOD SCREWS 16" 0.0. w/ GLUE TO WOOD LANDINGS THRUST BLOCK SECURED TO - FELT w/ 1/4" x 3 1/2" TITAN SCREWS OR TAPCONS @ 16" 0.0 TO CONCRETE STRINGER BOTTOM TO CONCRETE FLOOR SCALE: 1/2" =1'-0" fOR WOOD_LANDING) (3) 2 x 12 SYP. STRINGERS 1" SYP. TREADS (CARPET) 3/4" CDX PLY. (-IARDWOOD) **.N 1/2" PLYWOOD RISERS ALL GLUED & NAILED w/ 16d NAILS # EA. LOCATION STAIR CROSS SECTION SCALE: 1/2" =I-0" 2 x 6 SYP. 1 STRAP w/ ALL HOLES FILLED PER. MANUFACTURER POST #2 SYP. - POST TO STAIR CONNECTION SCALE: 1/2" =1-0" DOUBLE 2x4 #2 SYP. SUPPORT POST NAILED TOGETHER w/16d 16"0.C. POST ANCHOR FASTEN PER MANUFACTURER HILTI 1" CONCRETE -1 FASTENERS POST TO CONCRETE SCALE: 1/2" I-0" I HM 10 HIDE IN v'IjLL M rA 6 811 I AN in FOR CONCRETE: -- FELT w/ (2 ROWS) OF 1/4" x 3" TITAN SCREWS OR TAPCONS © 16" 0.C. 2x6 SYP, SEE PLAN FOR WALL TYPE FOR WOOD: ' (2 ROWS) OF 5/16" x 4" LAGS SCREWS © 16" 0.0. LANDING PLATFORM TO WALL SCALE: 1/2" =1'.-0" 10 1111 I+ES1 ,11 111 1,1,1,14 !!1.1-11. ILI! 04 111S 1/004,14C.(0140)0)141TH 1111 4'11.11.1.1111 11141..111M 11111101191; r(10) 14 ((([1.) 45)1) 1.41F OF CCE1111 4:00104111.1.0W 04. 1 O• 13 Sang -Yob Lee P 2. Honda No 72328 DRAWN [3Y J.HERNANDEZ CHECKED BY S L. SCALE 22 X 34 = SCALE AS NOTED 1.1X17 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION [NM SET REVISION INFO SHEET DESCRIPTION STAIR DETAIL PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 TBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME SHEET NUMBER ce SERIAL NUMBER 1010.0 0 LLJ etZ 0 LL 0 11.1 a_ _1 11.1 LU 0 Li) 0 cD UJ LU cr LU LU >- LU L1.1 - t„ -z o re 1-- ›- 0 • ° LLJ 0 ty: 00 < _ - e -- CZ if) UJ CY. a: LLJ 10 ix:2: • < ---I 1— C_:) LU u_ (J) 0 0 11.1 1-4 0 0 cK • 0 I— 0 LU (n • 11.J 0 LL. LU CO (n CD-, LU Lu CO 0 0 cc 0 (1) 0 (..9 "7.7. LU 0 3i0-4 11.J < 0 0 LLI (11 UJ Cr) 0 (...0 j 111 LU ▪ < ‹,r F- ee UJ ▪ 2: 0 -> u") 0 1.1.1 LI) 11.1 0 27 (5ILI 0 (.3 Lu • Lu 0 LIJ (f) <-1; 2.E 0 L1J uJ(i) (f) (1) 11-1 UJ CY:: (r) e.( (7. r) 0 0 1.--.1 .1 0 LTJ r <o C.) cr? < :D 0 U.1 U in :r 0 Li_ CO 0 LIJ Y_ 1.--1 X: 0 ( j) WI {--• cY u_ Ei_ __,„.: • (-) 0 Z UJ , < r --o CZ, in IY 1< .7 al 0 >- t 2: u_i 0 2: < -2: (.9t--3 1...0 L, 0 ▪ 1-, 0 (i) LU CY < - I-1-1 IL crii---- (3 ---- tx -.-,---.: 0 1— ' --- (...9te.... 1-1 1.-4 („6 LU CC) 1.1.1 LU Ce. 0 L.11 cf) ILI 1-1 __J --ta J U_ --1 0 0 LJ-• < (.3 1— 0 1101 /V 11 3" 1. A.11 ",1111 o33-3 :'. A11 III- DIft"()DIO., 10 EL td 1 '41.1.16 10 1E,11 33-31 4,/ 1IN3-I1 tr oil lo3-3 !DI" C't I r,tr,J 03- 01111.q,11! fj,q,LIA E,1 !)., 1.A1rI TMDI.1.) IrDoD ...0-,10,1)3- (113-1113-31110311 ! 11),:uVID1.1!, No1111/ 1011, 1-1,13111lik 00 D111<iD !!!!, THD., 1_1,ID!Nr.frk A11 1)1'1( 10., 1 r ' .r A N T s. )[ 1 11-111,47-1 3-; 33- 1) AND DII13-3- DO 3-011 113-3D 10 0 03-1(301) (I\DHI 3300 ID 1!,Ii1 .41 .'" 1:1111' DIDA '!"), MIN. 111 I_ AND 1A/1 VV/ 10111 '1,1,11,11!! LI -101.1T 111 ,',-fcriv„II j.jfj 1 H2jj:17111TIIII 111. 11111 ±:d111:1 111.111Liff 11 -21171-' FrIL al 1:7 11.1 _ . r 0 0 0 0 0 1"1 v't/y11, 33-3 AND BAN Et BEFI !op (1) 11,o1D, 11 )1" A':,'(JEFI117)3-3- 1 '" 1)A 1 t1. IA!!! AN PoIR It!'F !ADDED t,k1A 1'' ) V Ir/'1” A1I 2EL6 013-3 113, 1 H0'MLD 10 4I14" 'WIDE (92" EI /-B-) t CLAN, 3--EIC-L. HE PACK LJED TO EVERY OTHER PIECE OF 2x6 BLOCKING, NAIL PLOCKING TO BRACING, BRACING TO BRACING, BRACING 10 MAIN MEMBERS W/ (3) 16d HDG COMMON NAII S. -\, WI BLOCKING, © /Y2" VC 001 10 FORM RADIUS OF ARCH. END NAILED 10 PLYWOOD SHEA MINO, INSIDE AND OUT A 1 EACH END WI H (3) 8d 1101 COMMON NAII HEADER: SEE PLAN „," /\ SCALE; 3 4" = 3 LAYERS OF )r 31 0 YWOOD SHEA N [INC - ea" WIDE, GLUED AND NAILED 1003-!l 1113 W/ 8d 000 COMMON NAII 3- AND 00311 LA «1 PE. / 3-1.1 PI AN EOR -/ CONNECTOR 11E [WE EN HEADER AND POST OR STUDS ! ' ) I ' ) -2x6 A [ACHED [RAVING WALL w/(2) 16d HDG COMMON NAILS © 6" O.C. WOOD P001- OR W000 5 IUDS I 1, , I 7 3-) ! I ! • 1, !,11-1 ,111,J 111301113-1:1:11 1I I 1. 1 11: 1 )1! 11i 1 - 1 1 11,11-'!3- 11!"P I 11, 111 1,! !Ili 1.'111 1 11 'tt'D 1 :1,1 11 t (1 „,!,',/ 111I1,11111 11(\11 L., rralrmomerkt.er,S I 11-770'3Ft ,1 L 111 F3-DE:11 -",3-11) 03-1( 1113-3- 1 ' I T., 1. ,s4 /C/ I HI 11.71 01 SAS SAJOWLEAJL, 1111 OILLAN O77)1f111 Ohl 11111, OflAWISIO C0MP1175 70)1 1111 AWLS AN) 571)7014 111111(1107 SODEN MKT AS OL DALE OS WOO 1)0 1100 SION HLOW. 04-m-'43 Sang-YU) ee P F. Florida No. 72328 1 04 Ftttti 1 11 0 2 I I LH .1 DRAWN 13Y J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIO\S & DETAILS PROJECT NAME PARMA D GOLF & CC -AMBASSADOR LOT/BLOCK 0039 13I NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILL SHEET NUMBER S5.07 SERIAL NUMBER 1010.0 0 ;•Z 0 < •-• 0 Lu in CZ I1 0 U..I CL 0 -J LLJ ILI X >1— uJ - op - 0 0 za0 LLJ >c LU 0> > LU IL 0 0 1— UJ < LIJ 2: UJ LL1 c UJ CZ LU >- LU F - c3. LU LU 0 a - D > < 0 CL 0 LU CZ (3 (J-) LU :IT 1 -- Ca __J —1 0 u-- 0 1.1-1 Cl_ 0 a_ L1-1 E OWNED BY AN 0 0 0 U_ 0 CZ LU C1.. 0 1- 0 LL1 0 (1) 0 0 >o- 0 uJ LU (1) .o CZ LU 1-- 0 _J 0 0 in 11J 1-,-4 E6.3 LU ES' 0 1.0 rn (1) 0 LO LLJ CY: 0 uJ (n 0 17.5 0 0 L1J PE.3' 1.1J (f) " X F- >- - Ca LIJ - 1-- 2: LU cr -CL LLJ I 0 L1J < in • CL - < 1— I -Li :UJ 0 2: Lfl LU 0 LU 0. ra.! 0 (r) uJ LU (-9 -re 0 1L1 0 11) LLJ :D (1) LLo 0 LU LU 0 0 11.1 LL LU CL con uJ 1—• LLJ 0 (3 CZ UJ LLJ (3 LIU a_ LU (.o9 ce 0 LLJ UJ 7.12 0 (f) 0 LIJ (7) et: (-) crf 1.1.1 0 ry: 00 LLJ rJ__ 0 LI - 0 ui 0 LLJ Ln Lu 1-- 0 :117 (1) 2.! 0 1:72 0 0 (1) 0 (1) LLJ 111 0 (1) 0 re 0 01 11.1 LL 0 LU 1— La Ln --2x4 @ 24" 0.C. W/ (2) 16d TOE NAILS © EA END AND EA. SIDE 1 or 2 SIMPSON H10A -muss ANCHOR WITH 1,0d x 112" 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. X SIMPSON H10A -EXTERIOR OR BEARING WALL SCALE: 3/4" 1'--0" 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV, COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. I ! . SCALE': ' 4" - ) 1 1 1 H to .) 6 N F VA -2x4 © 24" 0,C. W/ (2) 16d TOE NAILS © EA END AND EA. SIDE. -- SIMPSON META OR HETA —EXTERIOR OR BEARING WALL 4a ALLOWABLE UPLIFT = 1140 LBS (1 STRAP) 41) ALLOWABLE UPLIFT 2280 LBS (2 STRAPS) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS © 6" 0/C, FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) I ENGINEERED WOOD TRUSSES 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 or 2x8 STUDS 161' 0/C 2x BLOCKING AT ALL PLYWOOD SEAMS 031 11 0/114.JS`]; SCALE: N.J.'S, \\N 11 1 0.1\ 1,3 .:lo 1 HH 1 1-)11\1(' BLOCHNG AT 48" O.C. F NSI 2 SPACES ACH ENE. LINTEL OR CONC, BEAM SEE PLAN —2x6 BRACING PLACED AS SHOWN. SHOULD BACK UP TO E\/ERY OTHER PIECE OF 2x6 BLOCKING. NAIL BLOCKING TO BRACING, BRACING TO BRACING, BRACING TO MAIN MEMBERS W/ (3) 16d HDG COMMON NAILS. 2x4 BLOCKING, (0) 74" 0/C CUT TO FORM RADIUS OF ARCH. END NAILED TO PLYWOOD SHEATHING, INSIDE AND OUT AT EACH END WITH (3) 8d HDG COMMON NAILS 3 LAYERS OF 4" PT PLYWOOD SHEATHING - ,GLUED AND NAILED TOGETHER W/ 8d HDG COMMON NAILS AND GORILLA GLUE. 1 or 2 SIMPOSN LGT2 W/ 10d x 1/2" GALV. COMMON NAILS, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE OF WALL, IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. P.T. 2x6 ATTACHED TO CMU WALL w/ V" X 3 I/2" TAPCON @ 6" 0.C. MIN(2) TAPCONS @ ONE P.T. 2X6 MEMBER /1) 5a ALLOWABLE UPLIFT = 2050 LBS (1 STRAP) 5b ALLOWABLE UPLIFT - 4100 LBS (2 STRAPS) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS © 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) 1x2, 2x6 WOOD FASCIA SEE. ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ lOd GALV. COMMON NAILS 12" 0/C. 2x6 STUDS © 16" 0/C- 12 \ SCALE: 3 M250N 8 ISM20 MASONRY WALL W/ 16" POURED CONC, CON 1. BOND BEAM ENGINEERED WOOD TRUSSES © 24" 0/0, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 BLOCKING AT ALL LGT2 - FRONT VIEW PLYWOOD SEAMS I , ) -- 152 CAL 500E IN(J55 SCALE.: 3/4" 1 -07 (2) 12c NAILS TOLNAII © EA 10055 TYP I I SCAT L: 3/4" 1'-- 5 \APSON 010 12 k) LACI —END SHINE TO 5000 -1-5M20 ( 6' -0" MAX Sol:6 PLAN FOR 1. °CATION 1x1 HIM. (.11060 BRACING 12" (0`, MAA (ACI.JRED (2) 1 0,1 COMMON 0076; A FA( 1-1 (0-1063) INTrksrcnoil, 170. s 1 x4 DIACONAL ( I -OND BRACING, SFr PLAN r-00 [000110N 74 - - F f,4 WA11,7'01;2411-0--"k) [AD 7 06 0101_ SU- d i'doioAN < -J I 0 olo / FAC A Of MASONRY 0) Ail. OW (3H00) 10 FLOW 1060U;11 ADMHONAI o11 1-.L 0617 IS NO 01- 00101-0 UNUSS `,.00f"AN 6 0(0 AI ER HAN 7' -0". 2 SPAN > 0" PNOVIDL (1) //5, H00/., EX] END 3" OVEN 51)PP001 SCAM:: 3/4 " 1' -0" CHOH) 17 WOOD 7006 1R0571 2(-1 62 10 AN( H. 102 ARCH 1-'601 II .111o.11';11) 01'31 L, Ili I L Ool 1.,lo lu 1 „( `,1.1' Lord iHoA ( AOL) IE,L1;,\,1 0 1/11(.31 AH Wor ( 3) H.,.1 011J. 11,,- to.;_ Ho'd I 1 I oo,V Pfo',01 I I /1//OLH. 1.1 k 0k00 I Ho! (I( V1112, o\ /I I 1'1 ro,VH\IH o"o\A • H1,0 3 11) -I 2o 1111( 21-'10,3111 KAI': 1/2"-- 1' -777 , 1*E 01)) Of MI I<NONIA f. OESMA Of.fl(fl C.N 101), 01,00ING COMM If 0 KM IMF A,,PlICABI *1101011010MILDINC CODE IN 1/0EC01\0 OF DATE Of afrlf MATION f)frf OW 1 04 -10- 13 Sang-Yub Lee RE. Florida No 72328 0 z 1.1.1 r_ (730 <11 C/-1 0 ***4 E..1 I I 1 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS VOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETA11 S PROJECT NAME PARKLAND GOLF & CC—AMBASSADOR LUBLOCK TBI, NUMBER MODFL SAVIERO ELEVATION NAME 0039 0039 VERSAILLES SHEET NUMBER S5.06 tY SERIAL NUMBER 1010.0 0 U.J U) 0 0 LU a_ I LA 11_1 0 e_ LU > LU 1,1J LL1 LU cr LI_I >-- LLI UJ 1- 9 cx ILI \.e LU •-• LU 1— LU L1J 0 (i) U-1 0 a_ a_ CL/.. LU 1 cr CI:) 0 1— fl 0 LLI 0 00r- 0 1) 0 2: LL 0 (J) LU 0 0 LU CO a_ U.) ILI LU uj E USED BY OR DISCLO LID 0 DIMENSIONS CONI (.9 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 160 COMMON NAILS, 2 -ROWS, 4" 0/C BM. LAP TO OCCUR OVER STUD 1/2" 0 X 8" MIN. EXPANSION E3OLT W/ 3x3 OVERSIZED WASHERS -- PLACED 24" 0/C MAX. 4" MIN. CONC. EMBED 2x MID -HEIGHT BLOCKING AN[) ANY PLYWOOD SEAMS W/ (2) 160 TOE -NAILS, E.E. SIMPSON SPH4 OR SPH6 OR SPH$ TOP & BTM. STUD PLATE HES W/ 100 x1V2," GALV. COMMON NAILS. FILL EVERY HOLE. DO NOT USE 3" LONG NAILS! VERIFY HEIGHT OF WALL., W/ PLAN • •-ct - s . 1115 tkne174'.1.417.1.127.W.L.Wifffill.efll 2)(4 43 24" 0.C. -- W/ (4) 12d IOL 2 A LS © LACH f- ND 2x STUDS © 16" O/C 4,; YP >< 1 2 (.) 22 W00() 06 AR -SECURE FLOOR TRUSS TO TOP PLATE: SEE DETAIL 4/55.03 OR 5/55,03 >:‹ (2) SIMPSON- SPH4 OR SPH6 OR SPH8 (2) SIMPSON LSTA18 MP`'',ON 112 0" Ak HL AHNG WALL 1 NO WA (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" 0/C 1(1 2 21022 WOOD BEAR FADER: SE PLAN „002 SEILATEI NC -;3/4"&c (ODX PLYWOOD GLUE_ AND N All 8d COMMON NA 1 (4) 6" LUCE AND 6" r L. L D OPE ING (4) SIMPSON ---"" SPH4 OR SPH6 OR SPI -18 A NC V/AL -;„ 4s, „ I'•!!! ----SIMPSON LS FAH W/ 100 x: 3" GALV. COMMONI NAILS. FILL EVERY HOLES —(2) FULL HEII3HT 2x STUDS --(2) JACK 2x STUDS UNDER HEADER MXV.W.MVP N'c • ^ n ^ v • -• ^ PLYWOOD WALL SHEATHING SECURED W/ 8d COMMON NAILS, . 6" 0/C HELD 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 G.T. LOCATION LAP TOP PLATES Ar CORNER, TYPICAL PROVIDE 2X BLOCKING AT SPACE BETWEEN FLOORS. USE (2) 16d TOE -NAILS AT TOP AND BTM, TYP. 22" MAX. C C SPACING -1/2" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6" MIN. CONC. EMBED RIMANIIM AWIINIMMESIMIRARIMMAIRM DOUBLE 2X STUD AT CORNER AND ROOF G.T. LOCATION 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EE. HGLJS26 55, 1M -N (20) 16„1 CNV. A00 (`-,;) 20 51.1',/ MM,11 1 [1,1,-Ji1,- HAI 1:5P, 5.005 AOL 515(.51.) 111H) („isHillr , ;‘,1L AkH,JM) H1,11 t ;) 1 H hxf'. H..11,1<_:, 'SHOULD NnT i ( TAN (," 111.0 05 H111 1111 11 [AI „ 002p1,k1 I.Lk1 Wo MAT 01 (J'AL, 6500 SPA6 161 52uHHEML1,11. I I , SCALL: 4" ---- 1' -0" I 1 OUTER 1/3 OF SPAN ONLY ,,NOTCH DEPTH <1/14'D E31 PLATE L SCAI 1" 1'. 0" 1/2" 0 X 8" MIN. EXPANSION BOL1 W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6" MIN. CONC. EMBED PT, SYP#2 SILL PLATE SOLE 1- 12x BLOCKING 1 ANY PLYWOOD SEAM PLYWOOD WALL SHEATHING SECURED W/ 8d COMMON NAILS, 3" 0/C AROUND PERIMETER, TOP & BTM, PLATES AND BLOCKING HOLE EDGE. >5/8" HOLE DIAMETER <*[) SGL. STUD HOLE:1 EDGE >5/8" HOLE DIAMETER < D DBL. STUD 14 105/0" 6" MAX. 4 MIN. OTT.) PLATE BREAK(SPLICE) , " 1111 1* MY KN' (A,l; ;AA L/LKI(,N I4P4. IL), UN HIS 01(KWING LOMPLIF S WITH [11 AI1' I1,FiF MINIMUM KIM I,ING (ODE IN (TCT AS (4 ('1 14-4C1.11(,A1ION tA,LOW 04- 13- 13 Sang-Yeb Lee P E. Florida No 72328 .1 Li cYti r•-• 12,.) LI 1.1 ;•;°- 0 0 DRAWN BY J.HERNANDEZ CHECKED BY SCALE 22 X 34 = SCALE AS NOTED 1.1.X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION-- 1 SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK BI NUMBER MODEL SAVIERO 0039 0039 ELEVATION NAME VERSAILL S SHEET NUMBER S5105 Ce SERIAL NUMBER 1010,0 0 !JJ (nD 0 0 LU 0 LLJ LLJ 0 0 LU >_J 0 LLJ L1.1 LU LU uJ 0 0 LU 0 LU I---• LLJ (.1) LLJ 0 0 LU 0 LLI Lid 77) 0 cer LLJ LU 0 (.i) 11.1 0 Li) Cr: 0_ 0 LL, 0 0 0 L.) 0 Cr: LLI >- o LU (1) (1) 0 0 c.e co CD U.1 (i) 1.1.1 Li) 01 LU 0 CO -1 _J 0 0 0 01 CS!)17- 0 U") (I) UJ 0 0 LL 01 0 UJ LLI CO 0 (1) 0 u-) LLJ 0 1LJ (-) _ (i) Cl_ LU 0> Li) LU L.) LU 0 LU IL/ L Lic < C.9 _I LU u -i 1.11 (1) UJ a: CO 0 01 01 0 -10 0 (i) 0 L ( / ) (1--) LL.1 (.'IL -rNorrr MHO W000 TELISSIL1 A (MAO.) Hip. it4444,4:44w44,4r.zzate ,zzz.x:e.x zxzx Le. A 24 _FAX -4442 ,,,,,,,,A4A4MAAAXAAAAXXAAAAAAALAXASAAAAUE I ROSS ANCHOR: OLE X003- 3RAIV1k1G ELAN "--.i.4,•• 4 • .• ZAZAZAAA XX- 2-A_TAXAZAZA#AZZAXA#7, :CAZAA AZZAAAAAT /......--srE PLAN 1- OR TYP. CONNECTIO GIRDER 1RUSS • V1-.1.1 :11 1 1 # ' CM11 I NJE E 'I AN I Or, OPEN NG..., lAr 6' 0" A 1 48" 0.C. 1. AR GE R ' MPSON I 050N 13[..11\120 1 ',USS ANCHOR W 31 (18) 04 X 17 NAL 5 0 18055. PROVIDE 5" 6 N 005 CO \ft-ur ILM1301) DBL 5 [RAP, 1 LACI -I 5 DEr WRAPS 4J0 A OVER TRUSS (504 SIHOWN). 10, 2x6 WOOD FASCIA OLE-- ADC-111E0E4)0AL 5 2x6 SECURED W/ (2) 162 CA COVvON 1x2 SLCHRLD W/ 104 CA V. COMMON NAILS 12" 0/0. 42 A lb A ,e,M1,01611.0101.011011601131. 1C,A1 : (DWAH13 UM. -r 6,000 LBS (2 BOLES, 1 EGT0) I OWAN 6 U01.111 11,000 LBS (4 [301_ [S, 2 1:018) 1 ,32" COX 0 YWOOD SIM/1111HO W 1H 86 I-'150 SHANK NA .5 © 6" 0/0. IL LLD, ILI.901LS AND '1" 0/0 0 API 10ACM HOUNDAR LS (FASC VLN ND V ENC NH NW WOOL) 10LJSSILS 24" 0/0, SUL3V1 SI100 D -MW NOS 000 RELVILW AN ) APPROVAL vr-830N 1811-3 HELL CONNECTOR 7,P, AN 1/" rrrr CI (5 ) (18) SNS ,141" x„3 SCREWS VASON05 BOND BEAM SLL SOL E. DOLL ENSURE -1 [HAI CULLS ARE GROUTED 501 0, 8" ACH WAY OF ROI LS I , I , , ) , I OF SEL PLA 1/BOND BEA 0 S NUE BOND BEAN W/ (1) ft COURSE GROUT SOL AL COND. W/ AR(1,1-1'1 B/"U" 1.1N -LE - F11.31D CELL S 0 EA. S DE OF OPENING OLE PLAN (15P.) YINIMENWOR D MSS A FCH00: SUL 8001 FRAM 50 PLAN SIVSPOSN DEIN_ Hiss ANCHOR CLE E v BED - BOUL3[1: 510AP W/ (18) 104 x 13: NA LS 10 (RUSS. PROV DE: 5" M N 5 0 CONCRF 16 ['VIBE:Dv 6605 011 40// 8006 HAT AS SQLAlON BARR ER. vASONRY 40111) L3LAM 3E1 SCHEDULE SCALE: 3/4" 1' A 19/32" CDX PLYWOOD SHEATHING WITH 8d -- RING SHANK NAILS 0 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 TRUSS ANCHOR WITH ---- (14) 104 x 1.." NAILS TO TRUSS. 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 104 GALV, COMMON NAILS 12" 0/C. ALLOWABLE UPLIFT = V310 LBS 19/32" CDX PLYWOOD SHEATHING WITI-1 84 RING SHANK NAILS 8 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 'TRUSS ANCHOR WITH (14) 104 x q" NAILS TO TRUSS. ENGINEERED WOOE) TRUSSES -- © 24" 0/C, SUBMIT SHOP DRAVv'INGS FOR REVIEW --ENGINEERED WOOD TRUSSES (j) 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL • - BOND BEAM W/ (1) # 5 EA COURSE GROUT SOLID 5 I 12 AND APPROVAL 1x2, 2x6 WOOD FASCIA SEE ----- ARCHITECTURALS 2x6 SECURED W/ (2) 164 GALV. COMMON NAILS, 1x2 SECURED W/ 104 GAIN. COMMON NAILS 12" 0/C. ALLOWAHLL DIDEIL [ 6000 160 SCALE: /4" 8) NA L 0 601 W/(2) 122 NA 63 EA 5 HD O MPSON .S 1A18 0 16" 86. MAX (2) VPSOk 1[018 SIEFE CONN 01013 ONE EACH 5 D0 01 CANER W 0 1 131 KW '< 5 1301115 W/ 5" CONCRETE LLABEDM [N1 MIK AND (,36) )" x 5" SDS Woon oPlLL WO To 6 89613 6 ACE 001R OX NS 11 ACL OL WALL. ) , I / • , 1 \ I 111 - CMU LINTEL. SEE PLAN FOR SIZE AND REINFORCEMENT ----SEE PLAN 108 EX1 2N0 AcH 122 8 NMON NAZI I©OVD[- WHO IAP 561CL LOCAIIT [HLR 10P OR BOLL I-Ov (40 r 008 E81100 I4 014 1 1-;AMINC.; WALL '.--- - 256 11 NM N A110 10 VI 81. VEMBL wA,3) 016 ,.1/14'' 1) --ERE. 1 NOY) GHDI R II"WSS HIOCKING S1(1:1181-1) "Ix) 03 1 A. x .3" SCREWS. SCALE: 3/3" - -0" Wt#E#STWMYWPNWANNYAW, ORAWINGCLLMPI L5 W#MMELANIMMMIM, t.ODE4MKTASOf11414PA (A-10-13 I Sang -Yob I ee PE. Florida No 72328 [1 LI CAS, Al r7-) CY 0 I I I DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 -= SCALE AS NOTED 1.1X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 TBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S5.04 SERIAL NUMBER 1010.0 U.. 0 0 (1) (1) 0 CL 0 (Y. 0 IL_ 0 (i) UJ 0 LU CC) a: Lf) (1) 0_ (1) 2: ILI LJJ LL 0 LLI 027. Li) • --IvZ Lu LLJ0 21 CPI uJ 0 LU 0 2f_ 111 0 EY 0 LLJ tJ- LU UJ 0 LU 0 (-) Li) cY LLJ 0 F- LU 0 111 0 F_ 0 27 0 -a7Z: 1.1_1 0 CZ LL LLI 0 (f) LLI uJ CZ erl UJ tf (J) 0 t5 0 c) (J) LLJ 4 LJJ (1) L.-71 11_1 LU '- LL1 0 1_1_1 LU LU j LI) 0 LLJ (-n L1.1 Er3 CZ CO (f) (1) LLI 1 --- >-- Cf) 0 (1) 0 0 0 U) 0 W ILI (1) 0 F-- >- 0 L.LJ LL_. 0 1.1.1 D 571 uJ 110 2x6 N11 -3130N, 0081. NAILED 10 I ND 00 N-IUSS w/(4) 108 1100 COMMON NAILS 8M8808 META2.0 EACH TRUSS LACH 11\10 90A S ID. HOOKS 2x6 D 1. 1.31...00K180 00 [Al 2/85.02 (2 2x BLOCK NOS W/ (2 MFTIA20 OOP OPENING 170 LLJ cr) :XtottZXZEZ44.1%,,,,,OZtX27.1-4-.nCrritZZWZZZXXXMLZAMMAtOti,Z,J,..,E XXXXX-44,1°.*Mar.E., $444ZZZ4444Z,-.44df XXXXX,EZWZZLdte&A,1-6-44444Cetirn-W.44,ItierXXXM.W4aritZX rczzirmrzeg.ezzxzr (2) (9v 120 --)SON LS [A18 PER RAN 1; 91P S 1U0S ) 011E9 LI ROOF 1-krissEs © 24 O.C. 120 SIMPSON 1110 178. U.N.O. • •• ••••li • '4,- I, • - I 4-!,1- • • 1...t.; .e- • •• NAI 168 - SEP Pl. AN 08 SIMPSON (2) LI 2.0. SEF H AN L.O.TOP PLATS O MPSON 511 6 0 16" 0.C. FOR 276 WALL. (s808 1- 00 278 WAL.. O HOS T0:111180 W/ NEILS F_ACF- PLY (.1.) 12" 0.C. -- WA .,1_ 511.10S © 16" 0.0. )001311_ 0 HD U.N.O. SIVPSON LS FA18 7 0 16" O.C. \AAX. A ' ".4:•.**-* • . ,• .* • • • A •• 4.* • C I„J .IN I I s[. 01 /\N 1 0 O /0 AND 80 RS 1'i 51100/ AI ,)181 ;9. N ()PHI 808 LARGER IAN 6' -0" 144L. * ft 1912 (2) SIMPSON LS 1-A18 708 C 0080 1101.J85 170. (2) 2x HI OCRING w/(2) HLTA1 20/-1-55 roN 0100019 TRUSS FT. oriLSLE H AN "r T.o.B.i3r AM 000BLE BOND BEAM W/ (1) # 5 EA COUR. E 0800 r SOL D COND. w/ ARCH 'L VI" LINTEL a rtTt 1 ILL 00 001 _S 0 0A. 5100 00 OPEN NC OLE 01 AN (171-2) H.LL rLAN r/F1c. FOOTING (SEE PLAN) OLE PLAN AND SEC 0170 AND 802 0000 %"(%2") PLYWOOD WALL SHEA THING SECURED w/88 COMMON NAILS, 6" 0.C. 1- EL 0 AND EDGES, AROUND PEIRIME TER NA SHLA 1 HING TO TOP & 0 [IV, PEAITES AND HI 06,17[III3 w/88 COMMON NA 13, 3" 0.(1. LACI' -1 MEMBER. 0 IS A SHEAR WAIN NA 90 HOU REV 08 1. -- \NAL I_ 1-, I IPS C. 16" / SIT PI_ AN [ ON WAI„ 121'. I OM PORTION 00 91 YWOOD - WAIL SHEATH NC SHAI 1. EXTEND OV[: TH0 MUSS AND 1:318. 'LATE AS SHOWN 00050N LSTA18- ----\\ 0 16" 0.0. MAX. 2x6 FI HON, CONT. NAILLD - [0 END 01: HUSS w/(4) 16d HIM COv VON NA 00 510 -OHMA IION -NAL 2x HH. PLA1L 10 0101308 168 1100 CIE,A4IV ON NALS, 8O.C. AN 10 [OU 00 w/(3)16C9. ,EE PLAN 2N[) FIN. FLOOR LYP, PRI. ENO N1-114 16" 03 El' 11_ HUSS. 00113M11 SHOP 1./HAW 002 IIPVi\Ar AND 30 P HLOCK,00 C E_ I WE EN TRUSSES SECURED [0 TOP 19080 01 AM IN/ (3) HIL X-73, PAF, /1' /2 880136, .17!" 8, 21(3" 93.9)1(..), Ih/\-:110I,)„ DOUBL.F. KNOCK 00 0 -- BLOCK w/ (1)// 5 111A COURSE GROUT) SO _ID I I • i) 1- ' / I SCA[0: 3/4" = 1--- (1Y52") P1. YWOOD WC SHEA II) INC SECTJR1-.0 w/88 000MON NAILS, 6" 0.0. r81, 0 AND ED000, MOUND PERIMLIFR NAIL SHEATHING [0 102 & HIM. PLATES AND HI 000.1C w/881 COMMON NAI R. I HIS IS A SHEAR WALI .0, 3" 0.C., NAILIG 1/0011 VENT. I- )109-0" 0 100 01 01 AM -PI_ A01 AND ON WHAP 30/i 8001 0191. 3 UNDER ON AROUND 'HE krrYr; 131v, C11000 10 1201 AI1r WuC)13 fr CONCIffr -588 PLAN 008 00081 0108 NA 1 2x 1318. PLATE TO 1RUSS- w/(2) 168 1100 00V VON HA _S, 8" 0.0. SIMPSON LSTA,50 © 16" 0.0. MAX. LADDER 1143300 16d NAL 8" O.C. ONS OR 0. (170.) SIMPSON 11.3 w/(4) 88 X 1 1-00., 1I-IA01-1 80. IN ADD LION ADD (2) 168 COMMON NA 00, 10L -NA LLD, 1 EA. 500 900 NOS )10))\//)\I M (31- 1R1_10...10 WAI I 811[DS 16" 0.0. MAX. S01 AP 008 WAI I 91131) NI-ORVATION 178. CON . 276 NA 1 10 100 (1:1-081) 01- 18019)8 w/128 NA I_ 6" 0.6. NAII 0 VI 113 UMBER OE MSS w/(7) 128 NAII 0 7,77/, >.< 2X6 -13 RM NA ON HLOCK 80 8001„183.0 -0 VER T. MI,MBH 4 00 18050 vv/( )35) 002 1"1" I) A. x SCHIEWS. SECOND 270 \w/(3) 90S %;1” 2 x 5 5 ILI_ ()_1) ':6" I, 18).0011 181110 CMU PEA 11\10 L 81) - 276 0 IRONGBA611'). 51.0URTO TO 1 ACI -1 1111120 w/(!)) 128 COMMON NA I PROVIDE 2 HIP)1-) 1 AP 801.101_ .00A TED I II 100 OR [301 [OM CA 3 „0014 II1U09 x ,5" ()CIWV\i') LEL ('LAN "14-1/1 .Z1Z2Z.Z.,LZ:Z124V.F z/z:,e:Le.z-z/yLeveiziir: 2ND MN H SCALE: .1)/3" 1' 0" .n.rrirrrr 'III. PI AN 2ND FIN. F Lu(N5 1.0 6-618 ',1111 Iv1:1 91 -,`2.'1.' 00/ 01...YWOOD (,,11,11) ANL) NMI:T.', W1111 (3d COMMON NA ES (3" 1 )(NI AND rr" 111 rrD ;01q*l4/KWYal,0tN0IYIMOON1144 D11*;NING0/140USWri(//511111NNUM 01/INEFFECIASO011I0A11041qiCM 4 ) 0410-13 Sang-Yub Lee RE, Florida No, 72328 1„I 01) 0 cf) I .1 a, I....1 LI DRAWN BY J,HERNANDEZ CHECKED BY 50 SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK TBI NUMBER MODEL SAVIERO 0039 0039 ELEVATION NAME VERSAILLES SHEET NUMBER S5.03 I,I;E:RIAL NUMBER 1010.0 0 L.0 LI) Cie 0 Lu LU I > LLJ 3 3 (?>5 CL0 (.3) LU U) CC LLJ 0 cr;z0 _J _J 0 0 11.1 0_ 0 CL LLJ X 0 D- CO LU UJ CC c 1-4 CO 0 LLJ = LLI I En LU Ce UJ CC Ce 0 UJ F- 0 ;33-e (1) -3.3r2f. tri uD Lfl< ca. 1 0 -o - Ln (1) UJ /3 - Lu _J < , < L.L. 0 327 0 cr) (.1) CJC UJ uj LLJ 13- 13- Z.1) 0 ce UJ LLJ 0 (J) :r 111 0 a_ CC Cl > 0 11 117:- 0 0 0 (f) CC LU 1-- 0 CO 0 0 Cr) 11_1 0 e_3-3" 0 2: 0 (.1) 0 w LLJ CO LU (f) ILJ GO (f) u) 2! cL 0 (1) uJ ILI (-9 ce (-9 U") uJ Lu 0 U) 0 IL) 0 5 LLJ 0 LLJ 0 1.7 (f) (I) cr 0 0 LU (-) LU LLI (.3) w 0 111 (3 UJ CC 0_ LU LE U) (1) LLJ (I) LLI 0 (f) 0 -4 u.J L.1.1 ;2.7. (1) 13.0 LU 0 co 1- 0 1- (_9 Ll..I 0 LL. (I) 0 LL LLI 0 LU (1) LLJ LL 0 SEE GENERAL NOTES FOR - SHEATHING SIMPSON SPH4 FOR 2X4 STUD ,SPH6 FOR 2X6 STUD, or SPH8 FOR 2X8 STUD 2x PRESSURE TREATED BOTTOM PLATE SEE PLAN FOR WALL STUD SIZE AND SPACING TYP. 1/2" DIA. MIN. EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" O.C. 4" MIN. CONC. EMBED. 6 X 6 W 1,4x1N1,1 W1M)1 OLE F I 'EMU: 4..\1, S2.01 FOR FTC .171 AND -','NF01.-MNG SEE GENERAL NOTES FOR - SHEATHING SIMPSON SPH4 FOR 2X4 STUD SPH6 FOR 2X6 STUD NOTE: FIBERMESH MAY BE SUBSTITUTED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED -ILL TYPICAL WALL AND ANCHORAGEPES PLAN 1-#5 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) 2 LAYERS OF 6x6 W1.4xW1 60" MIN. LENGTH. © OLE WWM =-.LER (MATCH F.F.E.) CN SHOWER PAN, MAINTAIN 4" MIN. SLAB THICKNESS. PICAL MONOLI I FOOTING PER PLAN FOR SIZE AND REINFO\ANG \ \ ) #5 BAR IN BOND BEAM 1-111 JIL J 3 1'0 - N h... -- CO \ 4, ., SCALE 3,/4" - 1' -0" 0 TYPICAL 1-v (1) #5 CONT. SEE PLAN FOR WALL STUD SIZE AND SPACING TYP. 1/2" DIA. MIN. EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" O.C. 4" MIN. CONC. EMBED, SLAB ON GRADE 1-#5 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) 4 5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM 1Y 1) SEE LTC SCHEDULE FOR FIG ...171: AND N 02.01 NFORCI 0\ SCALE: 3 4" = - MAX. 12. LEVEL CHANGE THRESHOLD FOR OUTSWING DOOR C) CN NOTE: FIBERMESH MAY BE SUBSTITUTED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL WALL BEYOND EXTERIOR DOOR THRESHOLD RECESS DOOR THRESHOLD 3/4" AT OUT SWING AND SLIDING GLASS DOORS SEE. PLAN FOR CONNECTOR 00 - WOOD POST SEE PLAN FIG SCHEDULE. ON TG SIZE AND REINFVJG ) SCALE: 3/4" = MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) 2 LAYERS 00 6x6 W1.4xW1.4 W -4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE A- TREATED FILL OLE Fir.i4SCHEDUI 02.01 FOR 010 SIZE AND PL..' \1FORCING X SCALE: 3/4" " c STEEL REINF. OF BOND BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE C' 21- A\ SCALE: 3/4" 0" J VA - STEEL REINF. OF BOND BEAM SINGLE 4 5 CORNER BAR, 30x30 TURNED UP or TURNED DOWN INTO FILLED CELL. MaNceit0.0111013310=1 0 4" CONC SLAB W/ 6 MIL VAPOR BARRIER O\/ER CLEAN, COMPACTED, TERMITE TREATED FILL NOTE: FIBERMESH MAY BE SUBSTITUTED PER PLAN RECESS IN SLAB GARAGE DOOR SLAB RECESS J ! Li] LLJ Cr) VARIES 43 7 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 sILOCATIONNp. w/ ARCH' N - 2. LAYT RS 00 6x6 W1AxVV1.4 60" MI \I. LENGTH, 0 KRIMI- 00 GAR. FIN. RR, IM OLE L FOR [ 1C I 000EDUL.E( AND RE 02.01 NFORCING NW! MOMENT TRANSFER REINFORCING OLE 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 10 111 1(00101 MY kNOW11-1:01, DIE Dr ',EA Ofq "HIS '..)flAWING COMPUES WITH THE APPLI,ABLE MiNiMUM 00001110 0001 10 [01001 AS 01 0011 00 01.:2111 -VA 1100 f1I1 OW 04:31013 Sang-Yub Lee P E. Florida No 72328 DRAWN BY J.HERNANDEZ CHECKED BY SL 22 X 34 = SCALE AS NOTED 11X17 = i/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 T131 NUMBER 00:39 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S5.02 SERIAL NUMBER 1010.0 3_ 11(5 • 17) In LL( (11 tu :3 acx _ --•"' ti -1 LL c-) LU CX 0 L[J LLJ > F- LU 00 2•7.. :r. LU _J LLJ > • LLJ L13 0 o's LU < F- tD LLJ .r.t" (..) (_i) u j ILI .."; rap_ ›- >-. LLJ IL of: a 0 u j I-- -2, a:. Cr.: < >- LU .-1 (.1) 1.1J 0 0 CY: LU CL. C) cr.11 uJ 0 0 0 LEI 0 (r) >- 0 1-- 0 LU 0 ›- 11.1 cri 1.11 C1-3 0 L1J < o (r) LU Ce. 0 1 -- ILL I LLJ (f) LLJ CZ LIJ 0 0 2! (f) 0 (1) 1 -- LU LU (5 ) II.J 0 LLI 0 '--4 (_r) LL LU 0 LU LU a.. UJ 0 U.) CZ 11.1 cz ciJ 0 U.1 0 r- 0 cr) 0 Cf) 2: of 0 tjj ci 11) 0 n.. (.1) LU CC: LU CO FOOTING DOWELS TO -- MATCH VERT. REINFORCING. 48 DIA. BAR LAP SPLICE 1-1/2" D RECESS - © SLAB EDGE (--) 1 -1 /2" TOP or RF CLOS BRICK OR STONE VENEER r - CONNECTOR SEE PLAN CD C"-,1 --GROUT CELLS SOLID AT ALL VERT, WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. ( FYP,) 2 A7k0 OF C;x6 W1.4xW1.4 WWM 60" M N. I -N(;1.1 © PHIVLIL 0: • -AR SIIEF 1(]SCHEDULE_ 1)Ni 02.01 FOR FTC ANO RE 060 --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 -51/2" x 7 V4" EXTENSION FOR BRICK LEDGE ADD (1)#5 CONT. BRICK LEDGE DETAIL 1r)" VER w ARCH. -'1_.AN „r„,--- DECORATIVE/COLUMN. SEE ARCH. - WOOD POST SEE PLAN (2) #5 HORZ. REBAR PAVERS BY OTHERS SEL ARCILL il.:.1.1 iL..L1.0(.. _ - ----i AR/ SE (,)01-1E.Du ON s2: 6-10 shir: AND 06 NFOI\ LING SCALE ---7 - 45 VERT. REBAR 16" 0.C. MAX. 30" 1 A 2- --i 1\, SCALE: 4" 1' " - MONOLITHIC FOOTING MASONRY COLUMN - CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS 0'---0" TOP OF SLAB - GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERT. REINFORCIN 48 DIA. BAR LAP SPLICE (1) 45 BAR IN TOP OF CONC. CURB 1 -1/2" TOP OF RECESS BRICK OR - STONE VENEER /- ,/ GROUT CELLS SOLID AT ALL \/ERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) LAYLES OF 6x6 W1.4xW1.4 WVV\A 7), I 60" VIIN. LING11-1. 0 PLR ME 1E BRICK LEDGE DETAIL FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 DIA. BAR LAP SPLICE, cif 3” CI 0 /L.. 56 F- IC :)0,1 -1i_ -_D U I UN S'/).)'1 ra( IT TO 5175 AND 051 NIEgis,ING CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT. SEE SCHEDULE WHEN TRANSMONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO , 1 I PAVILH BY 071-- 56 T IS ILO IN TEN 1 OF 1012 DUNE TO PROVIDE SOLID MASCRY ECR A DS IA NCE C'E APPRO.\ M,1TELY 6" 61 LOYN THE WINDOW SILL SO AS TO FACIE I TA LE A VLRJICAL SHUTTER INS FALLAI ION AND TO MINIMIZE MOISTURE INTRUSION. TEHS PETAH SHALL BE APPLIED EVERYWHERE UNLESS AN ALTERNATE DETAIL (POURED SILL., BOND BEAM, OR OTHER) IS SPECIFIED. IN ADDIT ION, THIS DETAIL SHAI 6 BE APPI ICABLE IRRECARDLLSS OF A SF ClION DETAIL BEING SHOWN ON THE 01 AN, F'RECAS[ CONC. WINDOW SILL SILL [0 1:',4 HI ON A 401 1.. BED 01 - MORTAR I E REQUELD DAMPEN THE SILL AND/OR CMU TO MINIMIZE MORTAR SHRINKAGE __. 0 AP SCH DUM 62.01 C 1/2" x 7 VI" EXTENSION FOR BRICK EDGE ADD (1)45 CONT. SCALE: 3/4" 1'--0" — — COMPACTED-- SUBGRADE, (1) 45 CONT. CN --- MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) /- 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL ' Cf.) >< LO ------ WINDOW 1 (C.) 4 1 s 4 IN LIEU LIEU OF A PRECAST SILL A PO4/0E. SILL MAY BE USED SO LONG AS 1HE DEP IS AS SHOWN AND A #5 BAR IS PLACE MR A DISTANCE' OF AT LEAS] WIDTH -- 6 PLACE MOR IAR INTO CORE OF MASONRY I- OR A 04 1:/ I H OF NOE LESS THAN 6". MORTAR SHALL BE PACK[ 0 "11GF-11 LY". no NOT INSTALL ANY 1006 OF BOND BREAK (C11,1111 -Y CAPS) 'Ns n-im) 1.156. i\N! ALTPCNAIL ME. 116 '1 S".JCII AS /r'''r' RE 'C'1.1TH omm, , I „ -Wtatteilikemmrox 2 2 0 STEEL RENE ORCING IN GROLAD CELL SEE, PLAN F00 SI/H AND SPACING REQUIREMENTS COMPACTED SUBGRADE. 0 140,. I I I I 11 11 11 11 ) It I 11 11 7, 0'--O" TOP Or SLAB --)VARIES TOP OF GARAGE (1) #5 CONT.- -C:AmITT3/4" - 1' ) ,......__.--- . . 0 DO PRECASi CONC, SCREENED VEN r, 1 PM CAR IN OARA(.-/E. 1 0, 1/klICAM UNIT) ACROSS OPENING. , PRE CAS C,ONC, 52631 1 04R CAR IN GARAGE 1 01 100 01 0,31338 IN ..1.: - ' 5n- ---- BOND BEAM W/(1)#5EA COURSE GROUT SOLID GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING, (PIT.) - FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 DIA. BAR LAP SPLICE, I I 1') )3" (1;LP SI:), -1 110 SCIILIDUll ON S:),,,)1 FTC, 5175 AND 05 Nror(mc m.-. \\, /// SCA( r: 4 TOOLED OR SAW -CUT -- 10INT WITHIN 12 HOURS (MAX.) -0" 1+ -PAVER BY OTHER - W.W.M. PLACED IN UPPER 1/3 /OF SLAB OR FIBERMESH REINF. PER PLAN 0 ----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) 75 RE -BAR'S VERT.. 1N SOLID GROUTED CELL 8" CMU WALL SEE. PLAN (2.) 45's x 48", T( P `:;CALL.: N.T.S. 2 2 L. MAIN STEEL OF MONOLITHIC FOUNDATION NOT SHOWN ------, -------------- 10 THE beil OF MY KNOWL tOf , OLSION OLPICO:, MIS, 1.1fA-8-ING COMPLIES ftfilH fiff APPIIC.ABLE M[NIMl,M h,/I/O/NG (N EfFE-C.-T AS OF /AIL Of aRTIFICAT ///OOW 0/1-10-13 Sang -Yr b Lee P.F. Honda No. 72328 LI LI Pe, e- DRAWN BY J.HERNANDEZ CHECKED BY SCALE 22 X 34 = SCALE AS_ NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET' DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC-AvlBASSADOR LOT/ BLOCK 161 NUMBER MODEL SAVIERO 0039 0039 ELEVATION NAME VERSAILLES SHEET NUMBER S5101 IE2 SERIAL NUMBER 1010.0 I 0 LL) 0 LU CL 0 L Lu :EL1 ILI I▪ LI 0 0 '<1- _j L1J 0>0 LLI 1.11 0 Cis. LLI 0 ILI 0 LU 27. Lr) (f) ! DO cn>- • LU -2: ::-;:7 < L1J c•Z CTi 0 ii LJ_ F--; 0 rn(65_ ILJJ CL CD 1 r." co ,-i I r < CD- (j) Cr ) LLI co 0 cu -CD • < 7.3 11-1 1- 0 < 0 _ ILJ 0 0 (Y. LLJ 0 > Lu 0 LtJ 1:Z 27; (r) 0 0 co>. 0 Lu 2.7,) LLI (1) U") 0'1 0 0 LI.J [11, (f) uJ F- LJJ UJ 2.7 111 111 0 LLJ LIJ 'LEj (9 (J) L1J Li) ce.." LLJ CL 0 LIJ LU 00 1.1J cn LI- Z:. 0 Ll..1 0 ot c. (JO LL.1 UJ tL LLI C.) LU (9 1.-4 >.„ .5; (f) Li) 2: 0 1-- 0 2-17 0 7.7 (n 0 Ltj• 4 LU 111 (1) 0 (n LLJ 1:1 uJ , I i EGRESS L.... MASTER 501TE IA, 6-3 L. ! (E) COVE0E0 LANAI (Ei) EMI" 2- • -R c DINING 14111,11 (E2) 01 4.1 mAsTE[ HATH -4-- TWO-5 roRY GREAT ROOM ( A-9) (A 1 EGRESS BEDROOM :3 LLL \`\\ .5-XGRESS BEDROOM 2 LDRY GOURMET 1<11 (:HEN 1st FLOOR PLAN GREAT R0011 BELOW Km) _ IIWi. 1 aci 1 LL , 1 i TWO-STORY FOYER STUDY A K,12 EGRESS-, TH BEDROOM 4 LOFT t. EVI 1WO AR GARAGE - EGRESS E,ATH 2nd FLOOR PLAN 1/8" I ' 0" FOYER BELOW [ BEDROOM 5 1=4 1. VV , I . C. MARK windows STYLE WINDOW AND DOOR SCHEDULE pgab-0039 WINDOW SIZE MASONRY OPENING [ DESIGN PRESSURE 1 1 NOTES 1 wiDTH (in) I HEIGFIT (in) WIDTH (in) I HEIGHT (in) POSITIVE (psf) NEGATIVE (psf) I El 405 SH 48.0 630 40.00 63.25 .11.9 5.1.7 IMPAC E24053-SH 48.0 63.0 49.00 63,25 41 9 54 7 IMPACT __. ___ 01 H35 -SH 26.5 63.0 27 50 63 25 4:3.8 47 5 ivf,p,,.\(-r 11,__.... 7- 02 1-135S1-1 26.5 63.0 27.50 6'3.25 ,13 8 475 IMPAC r _........_..........._ . ... ..............._..........____ ....... ......_____. Al 25-SH37.0 63.0 38.00 63.25 43.8 47.5 IMPAC 1" ._...._. ... .........................:. A2 25 -SH 37.0 63.043.8 17.5 IMPAc I 75.00 6;3.25 AS 25 -SH 37.0 63.0 43,8 58.7 IMPACT A4 . 25 -SH 37.0 63.0 38.00 (33 2543.8 58,7 IMPACT 131 433 -SH 26.5 38.375 27.50 38.625 .13.8 ,17.5 I M PAC I K FIXED GLASS 48.0 64.0 19.00 64.25.11.9 45.6 IMPACT .......... ... .., A5 25 -SH 37.0 63.0 38,00 63.25 /63 25 -SH 03 H35 -SH A31 ELLIPTICAL TRANSOM 43.8 17.13IMPAC 37.0 63.0 38.00 63 25 43 8 )7.5 IMPACT 26.5 (33.0 43.) 47,5 IMPACT -' 21.50 (9.25 2.6.5 16.0 -13.0 17.5 IMPACI. A7 25 -SH 37.0 63.03 7 13.8 58.7 IMPACT 800 25 A02 ELLIPTICAL TRANSOM 3 . 9 7,0 16.0 43.8 327 1MPAL.11. D4 H35 -SH 26.5 63.0 27.50 7 43.8 58..7 IMPACI_ (T 2_5 AB3 ELLIPTICAL TRANSOM 26.5 16.0 4:3,8 13(3,7 IMPACT Ji FIXED GLASS 24.0 40.0 25.00 10 25 .13.8 58 7 IMPAC1 22 FIXED GLASS 24.0 40.0 25.00 40.25 13.8 -17.5 103320 3 J3 FIXED GLASS 24.0 40.0 25.00 .10.25.13.8 47.5 IMPACT FIXED GLASS 21.0 40.0 25.00 7-10...5 ,l 3.8 47.5 IMPAC I" _...,_...„.. A8 25 -SH 37.0 63.0 :38.00 63.25 43.8 617.IMPACT A) 25 -SH 37 0 63.0 38.00 03.25 43 8 58 7 IMPACT . _ . _. Al 025 -SH 37.0 63.0 38.00 63.25 ,13.8 47.5 IMPAC I M FIXED GLASS 32.0 16.0 33.00 16,25 13.8 47.5 impAc 3 Al 1 25 -SH 37.0 63.0 38.00 63 25 43.8 ‘17.5 IMPAC I. .................._ 03.0 1(:..i ;:.3i . ",../2).; 59.75 :11 :13i '. 't83 41.9 ....E......_ ..„... il R',/11i:../A'2._((.._ 13.„._ A 1 2 43.8 38.0038.00 54.125 19.00 .•..i'l;4::".3:33 .' f. -i 25 -SH 63.047.5 25 -SH 53''.'11)'?' 788/1.. 0((02:)) 5 59.5 54.7 30.0 19.00 ,:310012.2r5 ELLIPTICAL 34EH-SH 30.25 I MP,AC 3 l IMPACT A((..13.13___ ELLIPTICAL_ FIXED GLASS 18.0 47.5 _ ___....._ ELLIPTICAL FIXED GLASS .31.9 47.5 30.0 ELLIPTICAL FIXED GLASS 30,0 19.00 38.025 47.5 IMPAcv 26.5 38.375 27.50 54.7 doors (C:331::3'- 72.25 IMPAC 1' ELLIPTICAHL33F-ISXFEIDIGLASS 53.0 72.0 ,..53,44..:00 97.75 41.9 ',T.) '2 IMP AL. 1 3T.).T,0 ENTRY DR/ W/ 12" SIDELI TIE 36.0 192.0 [..9.,)460(1 192.00 8,,.71 .. (0) (.0) IMPAC I - IMPACT OH GARAGE 1.16 (30 '''',31::33:12:;. . _......... :111:533.'8f(3) '.1.17:::: mullion3s 1 (A2- Al3) 1 144 0 63.25 111\:\11PP/A'\(*(111- 27.50 SGD 1 X 4 Alum Vert 26.5 96 0 `..',,;:i:377 23 (AD73-1/1"\\E[3321) 1 47 5 iirrs.12-i-111 4 (D/1-AB3) 1 X 4 Alum Horiz 38.00 43 8 63.0 i;ci. 1 X 4 Alum Horiz 26.5370IMPACT 1 X 4 Alum HorizIMPAC I 43.8 27.50 h_X F OFR 0 "ft_ \ \ 1. CONTRACTOR TO VERIFY ATI_ WINDOW & DOOR MASO\ ARY OPEN( CS W111-1 MA\UHAC, FUREHS SPECIE -ICA TIONS 55102 PLACEMEN OE MASO\RY OR WOOD HAVING. 2. ALL WI \DOW SILLS TO BE HUSH WITH CMU WALL. FRON 9005 S \ OT 10 B SHU TIERED EOR EVIERGENCY EGRESS DJRING HURRICA \ EvERCE\ CY COND TIO\ S. PERED CLASS AT AL OPF-1\ \ CS W THIN 4L2' OF Ahl 20055. 5 PROVIDE_ '1-1-12-11SHOLD & WLAIHIRS TRIPPING A T ALL LX ILRIOR DOORS. 6. PROVIDE ITA/PERED GLASS Al ALL TUB SHOWER WI \DOWS AND MIRRORS W LESS -11- AN 60" A3OVE. EL 00R. /. WIND PRESSURES ARD PROVIDED \ LB SQ. I E 8. ALL [XTERIOR DOORS A \ D WI \ DOWS Sl'-IALL BE IMPACT RES S TAM 9. AL. W \DOW SIZE ARE BASED 0\ PCI WINDOWS A \D 0005S. 10. REHR TO ARCHT. PLA\ S FOR WATERPROOFING/FEAST-1M DI -1 AILS, HERE All.NOMIUMWAVarnrnarnmemMAIWORIMIMMMt M MLLSI OF 11Y 1006[11M ,1 DI ;10111 IDN1HS WW11,16 COMPLIES WITH 1 FIE APP!!I1,1,1 M111111,I01M;1! !Ws MDE Fr F0' 41! OF prn fmM'I 4! COI 04-10-13 Sang-Yub 1.1111P Florida No. 72328 0 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION WINDOW & DOOR '! SCHEDULE PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 UM NUMBER 0039 MODEL 1 I SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER SERIAL NUMBER 1010.0 uJ LLI _J _J 0 cr LLJ LLI 0 Ln LLI Cn 0 cr D a_ >-- 2: ce 0 27 -4 et? 0 (i) w La_ LLJ LILL 0 Ir 0 LLJ 0 u.J 0 0 LIJ LU fa_ in LLJ 0 LLJ 2: cr) Lu 0 ce..• 0 0 0 Lu 0 11) 2.7 0 (f) 0 (f) uJ cxf 0 LL. L.11 (f) uJ LIJ LLI 0 LU 11.1 a_ LIJ UJ w LU 0 LLI uJ (.1.) u 0 0 o LLJ (1) LIJ E I - >-- Cr) 0 .2" Lu LU CD (J) LIJ IL LL PLAN NO 1 L:1] m 1 GENERAL NODES ON SHEET 01.00. 17-, 1 I Z.L1 111 I 1 1),0 00•TTI ERANN0S. `.),EL A0CH'I . ERAW.T`,1 1- /,,En: row," 'N100000 •01)1 0 ALL 0)01 L,S'ENO A001*.. 1)-:',A'T•VNGS 0HOR 0 31 AR,1 CONSTRUC HON. IF DISCREPANCIES SHOULD OCCUR -- CONTACT THE ARCHI TEC 1 IN W011ING FOR CLARIFICATION OLT ORE PROCEIDING. SEE ANOH'L. DRAWINGS FOR LOCATIONS/1101IS AND CONS10110110N INFORMATION OE IN ILTRIOR NON- REARING PARTITION WALLS NO1 SHOWN ON PLAN, 011 GENERAL NOTES (SHEET 01.00) 100 ADDITIONAL WALL FRAMING INFORMATION PROVIDE 0001) HEADER OV) 0 ALL OPENINGS IN 0000 WALLS (00000. EXACT SIZE, LOCATION AND LT EVATIONS WI LH ARCITI'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -0111' ON !TIAN, PROVIDE W000 HEADER BASE 0 ON HEADER 31111 0011 SHOWN ON Y.00 SHEET 0001 NUINEERED WOODTRUSSES A I 24" 0.0. (MAX) U.N.0.. COORDINA 1E LOCATION OF 0000 1000003 N/ 01CH. DINGS EOR I ()CATION OF EXHAUST IT AN, AIR HANDLiNG, AND 011010. [2] 0. T. INDICA 1E3 ROOF 01001- R [0035. MUTIL STUD NAILED TOGETI- k-)ii AU NAILS 100 IRUSS 0) BEAM AND 10035 '10 TRUS0 METAL GONNE 01003 ARE I() 01 GALVANI/L D. 'kOoHF DoULJLE 0000 01000 100E,1 0000 HEALER, 0001) BEAM, 0.1, (:ONIINUOUS TO THE E°10. U.N.0 (PROVIDE (2) 2X W001) 111 OCKING HE DNEF N 1003S TOP AND BOTTOM CHORDS BELOW) TUDS SHAI 1 NAILE 100011110 w/16d 1100 COMMON NAII 5 12" 0.0, STAGGERED 1Cd AI I 01.0000D 100 WAI I AND 0001 SHE A THING IS TO BE 19/32(00 5/8") APA PATH) EXPOSURE 1 00/. WAI I SHEATHING SHAI 1 ITE APPLIED HIll THE - 0" HORIZON TALLY. S /11000 THE 100 Of 1111 WALT AND WORT< TOWARDS RIE BOT I OM. 12] IDE AI I Y THERE WIT 1 01 .7/1" 51010 OF SHEA MING 11A1 WILL LAP THE BIM or THE WAI I STUDS ANI) ENDS OF THE. FLOOR 1000SES. 1111 E l,LVAIION OF 000011 TOP PIAILS AND OPT- NING SHALL HE VI 0111(E) IN FITTID 0110)0)' INSTALLATION, AND COORDINAK WI III ARCH. DRAWINGS 111 1011. TRUSS 1 RAYING SHOWN 13 3C111 MA fIC IN NATURE. HOWEVER THE 0.)0000 [INC STRUC TOE HAS BEEN DESIGNED UNDER THE ASSUM0 1 ION THE E RAYING SCHEME_ SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I AYOU T. SUBMI FINAI TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL. 261 OTT- 140 ;L.0) 0T)d•,) 1 IL)), 11 1)10 H ER W/ 10d NAILS AT 10" 0,C, TOP AND BOTTOM AT EA, SIDE AND STAGGERED, UNO, * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S.B,) SPACER BETWEEN MEMBERS. * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND Borrom AT EA. SIDE AND STAGGERED. GT. 1 : = 6•33-7y. NAM SPFCIFICA [IONS: 8d COMMON NAILS - 0.131" 0 x 2 1/2" LONG 80 4700 SHANK NA'l 3 0.11.3" 0 x 2 3/9", 10d 000000 NAILS - 0.118" 0 x LONG, AND 'TN0 [/.fl 0411 5 - 0.148" x 1 1/2" 001_VANIZED 101100 REA() [IONS AND UPLIFTS SHOWN ARE THE SAME ON EACH FND U01033 OTHERWISE SHOWN DIFFERENT. WOOD HEARING WALLS AND 111 ADERS HAVE BEEN DESIGN10 BASED ON NA [IUNA[ ANALYSIS. [1.81 PE ACE 2x4 0110 ALIGN WITH 100 AND 801[00 01101705 0017001 1011501 S CHE 2x ME010 RS TO WALL WITH HILTI --71, POWDER ACCTUATED FAS TENER, 7.1' 72 00336, .1/7" 0, 2 7/8" LONG, WITH WASHER @ 24" 0/0. 11 2x WOOD WAL1 THEN USE. NMI R ACTCRJATED FASTENER, 7F /2 P8336, 11/." 0, 2 7/8" 1. ONG, WITH WASH R 0 24 0/C. IF 2x WOOD WALL 11-111.N USE 162 COMMON NAILS © 24" 0/C 1111 HEQUIRF I) NUMBER 01 FAST BINS 1- OR CONNECTORS 5000 AS NAILS TO INH TO MEMBERS AND 1APCONS 10 CU WALLS, SEE SIMPSON CATALOG U.N.O. 11 1 11 J1 11 11 11 -- .11 17 11 c 03 WOOD FPANC WAl 1 N0 -I-1115: 1. ALL WOOD TO BE SOP, No.2 a) "0/AL1 STUDS 16" PC, 0110 b) SINGLE 830. PLATE, 000 c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS [01 LOWS a) BTM PLATE TO STUD W/ (3) 160 HOG DRIVEN FROM PLATE TO END OF STUD b) STRAP 810 PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 100 x 900 0014000 NAILS. c) DOUBLE TOP PLATE, 1310 MEMBER TO STUD W/ (3) 160 HDG DRIVEN FROM PLAIT:. TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS 01 160 HOG COMMON NAILS, 12" 0/0: e) ANY LAP IN THE. 810 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 NA10ID W/ .1(0 00G 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE: W/ SIMPSON SPH6 AND NAIL W/ 10d x 006 COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/0 AND TO THE FLOOR TRUSSES W/ (3) 160 HOG COMMON NAILS , 1RUSSESCONNEC[OR(U.N.0,) * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 100 x 11/2" HDG NAILS 'ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 100 xl 1/2" HDG NAILS 'GIRDER ROOF TRUSS(' -PLY) CONNECT 00 CMU WAI L OR corLi: SIMPSON PETAL 20 IV/ (18) 100 xl /2" 000 NAILO GIRDER ROOF TRUSS(MORE 10 IAN 2-11s(5) CONNECT TO 0110 'NALL OR CONC.: (2) SIMPSON HETAL20 W; (14) 100 sI 1/2" HDG NAILS, FILL ALL HOLES 'ROOF TRUSS CONNECT -ro WOOD FRAMING WALL OR WOOD HEADER (UPLIFT' LOAD LESS THAN 1140 LB): (1) SIMPSON H1OA w/lOd x 102" 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/Z FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL ES EMBEDDED 5145" , DE -FAL IS EMBEDDED 4•I/2" --- • • TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WI H I HE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY 00 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 L 11 11 11 11 2x4 [31..0(11K NO P.,1111WLPN TRUSSES 24" 0/C. -MD\ A LLD TO ADJACENT IN1.1(11_111;11S W/ (2) 16d COV MON NAILS ANL) SLCUPED TO 1014 {MAR S MPSON HF fAl USLD 1-0 BRACE TOP OF WAI.1 ROOF FRAMING PLAN SCALE: 1/4" = 1' - 0" .; POINT 13LARING r - IND (1A11-2 1 x4 t)1) 114" 0/0 SIP PP 10 11N1)1...NS 3E_ 01 WOOD 121455145 S1:101„Jkl- W/ (2) 101.1 x A EACH OHO 1) IN I 11-PS1.01 (3 1 D/P. W111 21 SI- OWN 132 HAICH 140 Al \AMON NAII -)A1-FENN IrD 10 HE Bi.51 1,15 KNOW) [-Da, 1115 051,10NIA.PRM5-1) ON 1,110 DRAWING COMPLIES WM-I THE AI91.11ABLE MiNIMUM 1351', DINf, LODE IN EFFECT AS Of 1,513 Of a IITH [CATION 51 1055 (;"1 111-13 Sang-Yuh Lou P.L. Florida No, 72328 ---1 <11 r•-• (-A CI) 1.01 (JD 1.14 t,4 t- - *owl 00 GO 5) 1", 0 (03 03 1..14 :4; 9-3 5) 01 0 L.) DRAWN BY "HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION ROOF FRAMING PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK TBI NUMBER MODEL 0039 0039 SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S4.02 SERIAL NUMBER 1010.0 C) LU U) Ce LL 0 1.14 __.4 UJ 1.14 0 .0 0 uJ> LU LU 1- LLJ EY LL.1 cx 1.14 ›- 11-1 1 - LU >'" 0 U.4 Ce < ; 0 • ( cr • LU k.Y,) X 0 (.9 y: cz CD >- 0 0 0 cf) LU ;;;•Z uJ (J) CC 1.1J 1 - CC) -.4 LLJ 1- 0 114 LLJ (J1 LU (1) 0 Cl_ cx! 0 U- 0 0 w cx 0 1.1.4 ca UJ :17 1-- 27 (f) 0 0 0 w 0 w LU 0 IL LLI 0 Ea. (1) 1.1.1 CC UJ o: >2' Lj 1.1.1 2E: (1) (I) :"Z 0 (1) 0 -2: Lu EY e_ LU uJ (3 U.4 LL_ LJJ 0 -.7•Z r0LJJ F- 0 cf) < T.> 0 2: CD LiJ CCI LLI F. 0 cn U -J JLL. 0 UJ 0 F - PLAN NO 11.1 OlE GENERAL 00 S 00 SHEET 31.00. 121 DO 6101 SCAT 1. URAWiNGS. SEE ARUM_ DRAWIN65 00 ADDITIONAL DIMENSIONS NOT SHOWN, VE PEI 4 AI.I DIMENSIONS WITH ARC] it DRAWINGS PRIOR TO 51AR 1 OF 11;lkIloriON d EISCPT.L14NC1S cLHOulD OCCUR CONTACT 1UL ARC161101 !N W3111NO FOR CLARII ICA 11ON [11 FORE PROCEEDING. SET ARC] 01_ DRAWINGS 00 LOCA 1101\1S/1AI HS AND CONS I RUCTION INT ORMA HON 01 IN IERIOR NON -FLEMING PAR11110N WALLS NOT ITAIOWN ON PLAN. SILL GENERAL NO113 (SHEET 31.00) FOR ADDI TIONAL WAI I FRAMING INFORMA HON Li L4:]] PROVIDE W000 I11 ADEN OVER ALL OPENINGS IN 0000 WALLS 0000. EXACT SI7E, I °CATION AND ELEVATIONS WITH ARCIPI . DRAWINGS) IF NO HEADER 14111 HAS BEEN CALL -GUT ON PI AN, PROVIDE WOOE) HEADER BASED 00 HEADE 0 SOHEDUIE 01-1OWN ON 31.00 qfrir 1.1 PRE -ENGINEERED WOOD TRUSSES A 1 24" 0.0. (MAX) U.N.0 161 COORDINA IL LOCAI1GN OF R001 IRIISSES MI_CH, DWGS FOR ).00A HON OF EXHAUST FAN, AIR HANOI. ING, AND DUCTS. 77.1 INDICA I ES 0006 GIRDER MUSS. 1 - 8'l" SINGLE PIECE OE YWOOD SHEATHING. F_ NAVA) 10 AM. MEMBERS W/ 80 COMMON NAILS -0' -]" 0/0. WAIL OVERLAP 00. // 7/ / // / I I I):1 AI NAII 10035 10 BEAM AND 10035 TO TRUSS 06) A) CONNECTORS ARE: 10 DE 031 VANI/LD. 1 VINCI] DOUN I. 0001) STUDS UNDER 0000 HEADER, WOOD 01 AM, 0.1 10 11.7. 0.0.0. (PROVIDI (]Ti) 24 WOOD BLOCKING BEIM 60 TRUSS TOP AND 001E00 CHORDS 001 OW) S1UDS SHAM HE NAII 1 D TOGETHER w/16d I-100 COMMON NNE S 12" U.C. STAGGERED ITIG] AI I PO WOOD 100 WAIL AND 0001 SHE AMINO IS 10 BF 19/32(00 5/8") APA RAH EXPOSURE 1 004. [111 WAIT AIHINC SHALL BE APT') ILO 01 111 THE 8'--O" HORIZON TALLY. STAR 1 I EOM THE 100 OF THE WAI 1 AND WORK TOWARDS THE 001100. FLA 101 A114 JIft kL WILE BE 34" 3130 OF 1LIEA1l HNC !HA LAP HIE 6)0 HI II 11 IAIAM 131110S ANt) 1NDS 0 10 OOR [RI/SSE-5 [Q] 11)1 HFynituk or Dona [op 1-TAIH AND OPLNING SHALL HL VT l\ 1)1)1 10 1 ILIA 13E1001: INSTALLATION, ANI) COORDINATE W1111 AOC)). DRAWINGS H.1 1111- 116.6/_] 1 RAMING SHOWN IS SCHEMA [10 IN NATURE. HOWEVER IHE 1I;UPPOR SiRUCTUIRE HAS DEIN DESIGNED UNDER THE ASSUMNION 101 1 RA1/10C SCHEME. SHOWN WEI 1101.1FL4 PARALLEL FINAL IRUSS DESIGNERS I AYOU I. I:IMMIT 1 INAL 101133 DRAWINGS FOR 1E113 ENGINEER'S REVIEW AND APPROVAL. DBE 100 PLATE __]] 10 OV] ITIEAB 1st 2x6 NAILER. Cxh i NA)) ED 10 EA-CE1 PLY 00 WALT 0100To W/ 166 111/0 COMMON NAILS, ,Y 0/0. IN ADDIIION SCREW 70 MASONRY W/ ?I" 0 x I'APCONS, 8" 0/0. SC,AI 3 MARK 01 :)C,I6'1100 fc (psi) SILL. 411" x I-1" 2x6 PI NAILED 10 EA 61-1 PLY OT WAI 010111 W/ 16d H00 COMMON 0311.5, 3" 0/0. r DOUBIE BLOCKS 0 G.T. LOCATION I I (3) 2x12 1' 03010 12nd 2 x6 So CUL D 0 r A\CLD 01ENi.A;11 2Y12 HLADCR. NAH.I.1) 0i001 16d 1-100 COMMON NAILN„3" 0/C. - :dr] 2x6 NAILED 10 2nd 2X6 W/ 16d 1100; COMMON NAII 0,7" 0/0:. H1 A S E.', 1 -1 I4,110 -ON( .I MF HIM 100 MID 002 MASONNY .3000 8x16 0) #5 (I) #5 010 WFo (0) N(. 0.11,033 / 100 [CP H H I 1)L ( I I I k000S I' SPAEINU 0 0 NE MARK', 0 / I r)H 11Th ( 1.........1 16- 03)) S06011 ICA IIONS: 8d COMMON NAILS 0.131" 0 x 2 1/2" 1_000 80 RING SHANK NAILS - 0.113" 0 x 2 3/8", 10d COMMON NAM 0.148" 0 x 3" I ONG, AND 100 STRAP 0311,3 0.148" 0 x 1 1/2" GALVANIZED )61 0-x,,,]:; 01A01 002 A09 1)01.1 IS SI -001d ARE 10 SAME 00 LACII 110) LIN) 653 OTHERWISE SHOWN DIFFERENT. [IA WOOD BEARING WALLS AND HEADERS HAVL BELN DESIGNED BA!. -LED ON RATIONAL ANALYSIS. PLACE 2x4 01 TO ALIGN WITH 100 AND BOTTOM 0E10003 OE 3006 !RUSSETS SECURE 2x MEMBERS TO WALL WITH 001 4-76, POWDER ACCTUATLD EASYNER, ZIT P8S36, .177" 0, 2 7/8" LONG, WITH WASHER © 24" 0/0. IF 2x NOD WALL THIN USE POWDER AOCTUAl ED FASTENER, ZIT- 72 38S36, .177" 0, 2 7/8 LONG, WITH WASHER 5 24" 0/C. IE 00 WOOF) WALT THEN USE 16d COMMON NAILS 24" 0/0 1I19 111 0EQ0101.1) NUMBER OE FASTENERS FOR 000060000 SUCH AS NAILS 10 0000 MEMBERS AND LAE -TONS TO CMU WALLS, SEE SIMPSON CATALOG U.N.O. PLACE .3 STUDS [31_ NLA HH ROOF GIRDER 2' :7" - 8 tri c) (3) 2x12 (XI 6" LLI 00 - G.T, PLACE 5 S1UDS BE.NEA '111ROOF: GIRDER. - 10" "10 (3) 2x12 WOOD FRAMINC WALL NOTE- S: 1. ALL WOOD TO BE SYP, No.2 a) WALL STUDS 0 16" 0/0, UNO b) SINGLE BTM. PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES 70 CONNECTED AS FOLLOWS a) BIM PLATE TO STUD W/ (3) 160 HDG DRIVEN FROM PLATE TO END OF STUD h) STRAP 1310 PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 100 x I H00 COMMON NAILS. c) DOUBLE TOP PLATE, BIM MEMBER TO STUD W/ (3) L60 HDG DRIVEN FROM PLATE TO END OF STUD. 0) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS 06 160 HDG COMMON NAILS, 12" 0/0 e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. O MIN LAP OF TOP PLATE MEMBERS SHAI 2 BE 48" AND THE SPLCE SHAM. BE NAILED 109 2 ROWS 4" 0/0 g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 100 x1:12" HDG 00000N NAll S. 5) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/0 AND TO THF FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS 11' -5'' 2x6 WOOD REARING WALL IYPICAL MID 01 PLATE 11 L /24 UNC pRovor 131-32 WHERE ROOF rkussLs (0003. [00 cmu 0311. 01 20' * MUTIL STUD NAILED TOGETHER W/ 10d NAILS AT 10" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED, UNO, * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S,B.) SPACER BETWEEN MEMBERS, * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" 0.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED, (3) 2x12 (ID 2ND LIFT BEAM PLAN SCALE: 1/4" = 1' - 0" 202 TRUSSES CONNEC1OR )U0,) * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HOG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC,: SIMPSON HETAL20 W/ (14) 10d xl 1/2" LIDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CM).) WALL OR CONC.: SIMPSON DETAL.20 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) 100 xl 1/2" 0013 NAILS, FILL ALL HOLLS *ROOF TRUSS 0000617 TO l0' -)0D FRAMING 010 OR VVOOD HEADER (UP[1l'I LOAD LESS THAN 1(40 LB): (1) SIMPSON H10A w/tOd x 1I/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LEI): (2) SIMPSON F110A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11/2" FOR CONCRETE AND 2" FOR MASONRY, THE META/HETA AND HHE IA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 50(1", DETAL IS EMBEDDED 413" TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE EEC 2010 HVFIZ REQUIRES 8d RING SHANK NAILS FOR THE MA1ORITY OF THE ROOF SHEATFIING, HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO (1,) 2x12 5' 0" Q" 11 11 11 11 11 11 11 11 11 11 11 11 111 11 11 11 .11 1- (.611 /-PLACL 5 (,) SUDS / BE \ILA III 5001- G Li I xt 01.11. LSD 04 04 3,0 " 54 01) DRAM NS LOMPLIE.S WITH THE APPI 1( ABI 3 MINIMUM BEI DING CODE IN FFFECT AS Of LATE OF CI RTIFICAIION BEA OW 04-1013 Sang-Yub Lee Florida No. 72328 LT 09 90 ('3 •er: 4-4 0 r:4 <r. 1 ...] (j) -0 4 I ]., DRAWN BY J.HERNANDEZ CHECKED 13Y SL SCALE 22 X 34 = SCALE AS NOTE[) 11)(17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION 2ND LIFT BEAM ?LAN PROJECT. NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 FBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME v.) VERSAILLES SHEET NUMBER S4.01 SERIAL NUMBER 1010.0 0 0 1.1.1 U) 0 LL. LU CL0 L LU 00u , 0 L 0 LLJ LU LU cx Lu 1.1.J ›- LLI 7..E; ijj 0 11.1 LU 11.7 1---- 0 tyL• et) __J 0 1 LL 0 uJ LLJ 0 (1) 3-; LU 0 LID 0 LL 0 0 0 0c >- co 0 LU (../) LU 0 LLJ 0 :=Z ca 0 LU 0 U.) 0 1-1 1- 0 0 2: LT) 0 LLI 0 _J cz 0 LLI ((-) 0._ (f) 1.1-1 cD LLI 11.. >2: LU 1.72' 21: 0 0 u J LJJ 1-- tjj 1.1.J CcL Y. LLI CAL'. c 0 ILI 0 Cr) CL 0 - Lf) 1.1_1 uJ u = <:( De = Cf) 27. (_9 uJ 0 LLJ uj a.: _ 0 L U 0 F-- LJJ 0 c 0 UJ r.C! LJJ LLI 2E. 0 H LO LIJ (.1) (X) 1-1 LU (I) uJ :r. "2:7. 0 tE2 2: LU 1- 0 CC) -J _J 0 1- c.f) (.f) 0 0 (.n 0 LLI 2: 0 LLI 0 LL LI") 0 >-- LL 0 1--0 LU :".D Lu U_ 0 PLAN NO 1;1] OEE GEN! RAI NOTES ON 5111LL 01.00. 00 001 OLALE 01?AWiN00. 511. ARCHI. DRAWINGS FOR ADDIIIONA1 DIMLITSIONS NOT SHOWN, VERIFY Al I DIMENSIONS WITH API 11 DRAWINGS 001011 (0 SLANT Id C(.10S1000HON. IF DISCI6PANCIE.0 SHOULD OCCUR - CONTACT 1111 ARC0I-1101 IN WH FINC 00 CLARII 'CATION 001 00E. PROCEEDING, 1.31 SEE ARCHY. DRAWINGS, loR LOCATIONS/AILS AND C0NS1RUCHON INFORMATION OE INTI 0100 NON -BLARING PARTITION WALLS NOT SHOWN ON PIAN. OLE GENTRAL NO'IES (SIIEE I S1.00) 000 ADDITIONAL WAIL FRAMING INFORMATION 141 PROVIDE: WOOD HEADER OVER Al L OPENINGS IN WOOD WALLS (COORD. EXACT 51/13, I 00A1 ION AND 1:1 1: rioNs WHIT AOCIPL. D(0WINGS) 10 NO HEADER 3000 HAS REF N CAI L -OUT ON 01 AN, PROVIDE WOOD HEADER BASED 00 0EAD0.1? SCHLDUI E SHOWN ON S1.00 SHEET ri DH- -ENGIN! 010 0001) 1131,1S0E.S A 1 24" 0 c: (MAW) 0(00 16; 000RDINA1E 1 OCA 00N 01 11000 IRUSSLS MECH 1)000 100 LOCATION 00 EXHAUST lAN, AIR HANDLING, AND 00000. [1] ,(3 1001(0 11:0 0,000 GIRDER 10055, 00, INDICATES 000E CINDER 111000. 8 Al L NAll 5 1014 I RUSS 10 HT AM AND TRUSS 10 10050 OF TAI. CONNECTORS APE 10 HE GALVANIZED. 1;9i PROVIDE 000011 WOOD' 000 UNDER WOOD 111-A000, WOOD PI AM, 0,0.0, 0,1, CONTINUOUS TO 110 010 U.N.O. (PROVIDE_ (2) 2/ WOOD DLOCKING BEITWI IN 10000 100 ANI) 1303100 011001)5 011 (10) 'STUDS SHALL HE NAILED 100011-100 w/16d 1100 COMMON NAILS 12" 0.C. 01 AGGI D HUT PROVIDE MASONRY 110 IEL OVI 0 ALI OPENINGS IN MASONRY WAI I (COOK/ F /ACE SIZE, LOCA LION AND I I EVA LIONS WI r}-1 ARCII'L DRAWINGS) IF NO INIMI 1000 HAS HEN CALL -001; ON 01 AN, 000001) MASONRY LINTEL 101-0: 8116- 10/1E, AND 8i -14-1D/11 FOR 0000 p0(01 GARAGE 0000) SET 501- (1 03.01 FOR IN113 3001: '.7.0.5 AND REINFORCING. PNOVIDE 11 MPORARY SHORING 000100, CONSTRUCIION IT LINIII SPAN IS GRFAITR THAN 5 (1);) TEEL IHE TILVAIION 00 1300D 131- AM AND OPINING SH(2II. BE P11-111) IN FIELD BEFORE INSIAI LION, AND COORDINATE 1:1:1r11 Awn DRANN05 11:d Al I PLYWOOD 000 WAI I ANL) 0001 ',HLA IHING IS 10 BE 19/32"(OR 5/8") : [0; ;. E- x0c:(.,1010- 11/, WALL 001 A IHING SHALL 01 APPI WHEI THE 8' -0" HORIZON IA11 Y. 013(01 1:1100 THE 1;00 001110 VVAE1 ANI) WORK TOWARDS THE BOTTOM. 114 IDEA1LY ;HERE WII L 330 34" 51010 01 SHEATHING THAT WILL LAP 11-10 BTM 01 THE WAIL STUDS AND 101)0 OE ME (2000.TRUSSES. IIL:1 All PLYWOOD FOR [1 0013 SHAH HT 2.3/32" APA RATED EXPOSURE 1 CDX GLUED AND NAIN 0 10 TOP 00 TRUSS WI 13-1 ADHESIVES APHESIVE 5 MELTING [00 RE OUIRE.M1N OF AFC '01 AND APP1ILD IN ACCORDANCE WITH MANUEACTURER'S SPECIFICATIONS. I01 WOOD APING WAL LS ANI) I-11 ADE 05 HAVE BEEN DESIGNS 0 BASED 00 RA HONAL ANALYSIS. e23 / (2) SIMPSON 1111 TAE.20 / h. 11 111 ) , ' ' 111 I ••".1 I . (.)11, 111 5E01300 CINDER EU COL. 100 WI 11 (4, 24" UHT 010000 101105 00A00 (E- FL. 8' 0" rAc0 INDICA ILS 1A4 16" O.C. 01010PIN0 APPI11- 0 30 UNDERSIDE 00 W000 IRLESSES SLGUR1 w/(2) 10d x COMMON NAII S A F EA. 011000 101E0SE:0110N TYP. WHERE SHOWN BY HA (01-1 0A110k0 L AIWICA(1) N(%01: SIMPSON 1110A 101).--- u-- 499 Ibs 0- 630 lbs = 301 S5.0 530. U. 6731 lbs 0- 126,52 Ibs \ 5'5 .0 ) 11lEs C; 84.-E))4;18hs/ - SIMPSON I 01 AL20 fi [171 IHE !RUSS FRAMING SHOWN IS SCHEMATIC IN NA11100. HOWE VI.I4 (HE SUPPORTING STRUCTURE HAS BEEN DESIGNEE) UNDER THE ASSUMPTION 'DIE FRAMING SCHEME SHOWN WILL CLOSELY PARAI 111_ FINAL TRUSS DESIGNERS I A0003. SUBMIT FINAL TR/SS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL (181 NAIL SPECIFICATIONS: 8d COMMON NAILS - 00,51" 0 x 2 1/2" I_ONG 80 RING SHANK NAILS -- 0.113" 0 x 2 ,3/8", 10d COMMON NAILS 0.148" 0 x LONG, AND 10(1 STRAP NAIIS - 0148" 0 x 1 1/2" GALVANI/LD 9d T0005 REACTIONS AND UPLI010 SHOWN ARE TI -IE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT kpi PLACE 2x4 01 (0 ALIGN WITH 100 AND 00 100 CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS 10 WALL WITH 1-11131 X-70, POWDER ACCIIJAIED FASTENER, 7(72 P8S36, .177" 0, 2 7/8" 1_ONG, wrrD WASHER 0 24" 0/0. IF x WOOD WALL THEN USE POWDLR ACC;TUATED FASTENER, Z0 72 P8536, .177 0, 2 7/8" I ONG, WITH WASHER 24" 0/C. IF 2x 0000 WALL MEN USE (2) 12d COMMON NAIL 5 16" 0/0 211 1110 (0001011) NUMBER OF FASILNERS FOR CONNI 03005 50013 05 NAILS 10 WOOD MEMBERS AND LAPCONS LO CH WALLS, SEE SIMPSON CATALOG U.N.O. 4/S5.03 - 2X6 STRONG I3AC DE TAU 3/S5,03 K. SEL 12-k EN/ 1 Loo 0 MAX. 2e 0.c.! T01:1,131( 3/ F)- IN OPEN BE _OW G. J. , / . / /, -\ ..- /,',' t.. //' .•° , -WALL GIRDER IS PARTIALLY EXPOSE TRUSS ENGINEER SEEN I DESIGN GIRDER BASED ON 50 050 WIND LOAD PROVIDE 2x VE RIICALS © 16" 0/0 [31M. 10-0" AND TOP © 20'---»" S ,^ ( 1 5.07 WOOD FRAMING WALL NOTES: 1. ALL WOOD TO BE S(0, No.2 a) WALL STUDS g 16" 0/C, UNO h) SINGLE BTM. PLATE, 000 c) DBL TOP PLATE ALL NAILS SHALL ((2 HOT DIPPED GALVANIZED, (HDG), 1 WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BIM PLATE TO STUD 0/ (3) 16d HDG DRIVEN FROM PLATE TO END 00 STUD b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL 0/ 10d x 1-1D0 (100 000 NAILS. c) DOUBLE TOP PLATE, KM MEMBER TO STUD W/ (3) 16c1 HDG DRIVEN FROM PLATE TO END OF STUD. 0) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS 00 160 000 COMMON NAILS, 12" (3/0 e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SI -EAI L OCCUR OVER A STUD. F) MIN LAP OF TOP PLATE MEMBERS SHALL 81: 48" AND [HE SPLICE SHALL BE NAII E0 0/ 16d HDG 2 ROWS 4" 0:( g) SI -RAP STUD TO D131_ TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ .10d x LIDO COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 1.6d HDG COMMON NAILS 4" 0/0 AND TO THE FLOOR TRUSSES W/ (3) 16d 0100 COMMON NAILS A!Hs HANC:NG COV -y30 FN1:.:01 fRUSSLS. ADD ADDITIONAL DESIGN Df -_AD I.OAD 160 I BS -1 1 0-- DRAF 10100 (../D 1I5 LES.'; `)0 AS LI 01 AREA, TO 1000 C31. 14245 lbs 0- 2582/ ibs 0= 4223 0= ;7968 lbs LONG (0 (2) SIMPSON HEIAL 20 S5 07 U= 48/ lbs 6- 918 lbs 3 I 1 I I I 1 1 1 I (2) SIMPSON HETAI 20 ThlISSES CONNED Ult (10.0.) * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 100 x 11/2" HDG NAILS 'ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 100 xl 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CML? WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d xi 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2 -Pals) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETA1.20 W/ (14)10d 1/2" HDG NAILS, F11.1. ALL HOLES -"ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN .1140 (2): (1) SIEIPT,ON H10A vv/1.0d x 134" HDG NAILS, FILL ALL HOl ES 'ROOF IRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIF1 WAD MORE THAN 1140 LB): (2) SIMPSON 111.0A, FILL. ALL HOLES MINIMUM EDGE DISTANCE FOR NETA/META 15 11/2' FOR CONCRETE AND 2" FOR MASONRY. THE ME TA/HETA AND HF1ETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL 15 EMBEDDED 536" , DETAL IS EMBEDDED 434" TRUSS ENG1NEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CHLINCS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 80 RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEAFHING. HURRICANE STRAPS , 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE, SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO --11- . 1 I _ L. I A IFW 1 (2 A 1 ( 30003041 - (2) .1019,011 00 [Al 20 SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 21/2" U.N.O. SIMPSON HTT5 w/ 5/8" A.1-3. x 7" EMBEDMENT (26) 16d x 21/2" U.N.O. SIMPSO HTS20 w/ (20) 10d Nails U.N.O. A1,1 1-11,:_VA 1 ON:-.) AOL 1\1 1 1 kl_1\1(1_1.) EHOv 0' 1", FIN. E 1,..1,N.0. ID 111E E(1.(11- OF 10 KNOWI.LiAn(1,),',' L,E!..1(aN ((L,'1( ON (0)1P1IE5 Willi TH1 APP,41(514.54.1411(41(50 CC)01 IN (((11141 4150) FE. OF CU:III:ICA I1ON EiE OW. 04-10-13 Sang -Yet) Lee RE. Florida No. 72328 '--4 Li Li 0 0 <11,1 LI '50 I I DRAWN BY 3.11ERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION 11\1F0 SHEET DESCRIPTION FLOOR FRA PLAN v ING PROJECT NAME PARKLA\ D GOLF & CC -AMBASSADOR LOT/BLOCK 0039 TBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S3.02 'ERIAL NUMBER 1010.0 0 1- wcz ▪ D a_ J Lu < 11.1 >1-- uJ 0 LL.1 0 0 = :E 0 1.L.1 > (r) 1.1.1 0 > 0 LLJ i.u> 0 LLJ 0 < LU cr UJ < 111 n_ (_1) -ra._ 0 111 ciil < - I -U 1-- (34 0 0 1.11 4-1 1- 0 < C1_ uJ L.) crL U -I < cic. 0 0 (f) e_ 11.1 Li W.. 1,11 27_ 2: • 0 tjj rx:' c.0 0 cL 0 :CL LU < >- CD 0 1.11 UJ 0 7.1.7 >- fl LU Cf1 LU cL LU I--.1 0 >- a.) 1.1.1 (1) LLJ cY: 0 0 LLJ 0 0 1_11 (C) E" 111 0 1.11 111 0 LLJ uJ UJ 1.1_1 1.1.1 (.1) LU▪ 0 • ct 0 LI) Z7. • (r) 0 C U0 UJ 0 (I) 'E'".4_ (1) 0 1.1.1 0 UJ FLLI LU LU 00155 10 EHE INSTIECIOR/LONTRACIOR 1 MAT E 151[P ACROSS TOP OF OPENING 2. RACE 4 5 BAR IN LINTEL U.N.O. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. -I. THE 1 AST TWO COURSES WILL BE A DOUPLEI BOND BEAM WITH A 5 BAR 15 EACH COURSE AT T05 OF (-EH WAIL 0(3 STORY WALL 0,5.0. EHE LAS f COURSE /5115 BE A SINGLE BOND BEAM WITH A #5 BAR CONTINUOUS, AROUND STRUCTURE Al 1 21010 \\A1 U.N 5. PROVIDE MIN, 1" BEARING AT EA, END OFT l INTEL FOR ALL STANDARD LINTELS (8" PRETTERRED). EH-A(3EL 51114. BEW5i50 05 20 E -±,D 05 ,NTL FOR ECESSED'. LINTE, NOVII.NAL W I DTH F - UNFILLED ,T1 OF TI T, IN SND BOND BEAM COUR51 8F-1 6 - 1T/1 Nr1 B NOMIITAI HEIGH TT OF TAIC),, TOP BOND BEAM COURSE (T3L., 5:111 PLACED ',IT [(5 [1 IT IS T010 ENC310L.L1/'S1NTEN1 1110T y.1:5X 15/151 011 INDICATES A DOUBLE BOND BEAM \i x5 15511, OB 10 DICMES A SINGLE BOND 13005) INDICATES OPENING BELOW /1.0.13., TOP OF BEAM / BOTTOM OF [INTEL / 1,0,A... ISP OF ARCH / B.0,L3= BOITOM OF BEAM MATERIALS I Pc PRECAST LINTELS: 3501) psi Bc PRESTRESSED (01 1(5 u; 6000 ps. GROUTED PER AS I 11 C-1 frg = ..;000 psi .2,1 TIA,c HUM .38 AGGREGAT 5 AND 0 10 11'' LIPP 1. CONCRER MASONRY UNITS (CMLB PER AS I PI IN101.151 NEE AREA AREA COMPRESSIVE STRLNGTH . 1900 py REBAS PLR AST 11 A615 GRADE 00. PRESTRESSING "1 5050 PER AS I El 0115 05005. 0. 2/410/5 RELA/TAI 7/32 WIRE PER ASTM OOUAR PER ASTM C270 713PE 0 OR S. 81-16-11/14/013 8 ---11/0 • I .1 E.E9i GENERAL INSTALLATION HI I 4 11. 1' [1 81 2/ \11\1\4\013 11 o NOTES I. PROVIDE HAL 11051105 HEAD AND D .5005E HLL1 D LI 01 LI Ri oLIB-q-D INSIALLATION LIM El. [3101 (.(.4,13'1 34jI I I-1 11-I17. AR(.1-1111(TURN_ AND/OR 01(0.). I IISAL BSA '3/1.1JG5. 1. 114.141 EH ARE [((USA) TUBLD10E111 S 1/2" LONS.) NOTEEII-S AE IUL ENDS TO ACCO110DATE VE-EX1 EEL 551143-0I0 114, AND ()ROUTING. 0.0))2 LINN I S MLLE 0 EX( LED 1.,I9C.3I.1 VER If../9. DEFLE.110131, LALEPF 1.11.1ILIS /'.4" AND LC/N(31.R 0I111 ()TETER. 51 5,1(1 /55('; 11-11 OP FAX EI-DI/1.80 C. BO VI.O1,1 FILID ADDED REP./3BI o BF LOLA( ED 01 1E1E1301E011 OE THE 11..N I EL E102105 //32I DIANEEIER WIRE STIRRUPS APE: 4;v1:11LED IC) HiliE BOT 1011 5151.1. LOR IIECHANI( Al ANSI-10RAL;F: IF NELATI-TIATCY 8. SAFE LOAD s011000 IIA .1/ ON '\.1NAL 1,1 HiC,N ANAl sls PER NJ AND 40 15 9. -1 HE 01 (cRiOR SUITTFAT.E THEIS IITHAI1 EMERIOR CONCRETE MASONRY WALLS 5( 1/ L. HAVE 0 (.U3i ',1)(13 OF SFUCC0 APPLIED 11 ACCO DAN( ).V1 111 AS I fl 5.;(, G11,1 R APPROvED C0011101. 110 5)1(1 5(5 1.0055D 5IMULT0NLOOHLf WI11-1 ic I IIAL (CRAVIIS' AND UPLIFT) AND HORIZON FAL (L01LRAL I 0 AD5 SHOULD BE CHECKL 0 FOR 0BI1/1NE LOADING WW1 THE I olloCONO LON: 055d[o..1 V.;11.N,a1 11.4f Crollt I if 26sticz11 load hr3tizort-11 BBBI 8/74\1 \1M"\( ,fl 1) 1- Nom 1.1N1I-1_ 101') 01 BO(3I) HLAY RIP OF OPENING 8H/14\11\1\4\1H 11 )1 yy3,r; HF.A \I SCHEN f'c 0H2EMEI,,i MARK DE -SCRIP IION (psi) W" x I)" 1110. 105 MID SIZE. CE3- 1 CONCRETE. 3000 8x32 (2) #6 (2) #6 (2) #6 #3 CE322 00(1 33300 8x24 (2) i/5 l2) ift, (2) #5 #i ~.^ • CO ±41 11 PEI16/1T/IM/A FL: 9' -4" El : 10' 0" • EL: 8' 0" LL: 10' 0" 111 : 10' 0" H : - 10'---0" I.11 : 8' -0" H : _ H : -0" (7 81-74/11100/11311: 0,KR01" 5 SPACING 12" 0/0, FON POSITION 12" 0/5, FOR POSIBON 0)16/11/10/011 8116/11/'2) /0B 1 (:1. BIJC<I-. 1 \I 0.) CH -1 W/ S 40404 HU60412 SDS \11// (11) 3/15" DIA, 43 1/4" -1APCONS 10 CH- 1, & (6) SDS ;1/4" x 2" F.G. T. -.....---imumnomP147ZZ_ZZZ72Z.Z/Z777/777777/ZZ1I,ZZ_ZZIZZ_ZZZZ.ZZ.Z=77/7772‘ \ - !OP OE PLAJE El 9'-- 4" 01-1 4 REMARKS 8F16/11/1M/0E3 0E TO BELOW 4. G.1. F. F.' .-' • i IS '3: i CiE C. I. = 13: .• • ES -7, = • -.1.- • -' • • _= " 8524/1f/00/1B S [ALL. S NGL[ 4040 KAM w/(1) #5 [-ION I. 0 TOP Or OPENING, El: 6-0" * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S.B.) SPACER BE ''WEEN MEMBERS. * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED. r rr'rr21:1':1 101 / OF PI 0 IL -- 11: J 4" -105 OE 110 15 ‘22Z/ZZI, ".7Z7-/ ZWIZZ/ZY,./22.Z7 1 1ST LIFT BEAM PLAN SCALE: 1/4" = 1' - 0" / H: : 10'-0" , r 1 ,.., ,-,,,,„(?„ ,..-2,.0': 5 11 111 111 N DF 1A 1_ 8,[04.02 .1Y1COR HE. NI /5/5 NG 01- 30ND BEAM 4- 10 ;HE bf.ST NNuffill off r hi. Of M.A. Itt,t,k 111.. ON [HIS ONAWING Cf ffidLIFS Wm( Ulf AeFilf,Aff.f m;N.NIUM FUN ff G . 1) 1)4 Efff (7 AS Of OM) Of Cf301f1, N foN fsIO. 00. 04-10-13 Sang-Yub Loo Florida No. 72328 0 DRAWN BY j.HERNANDEZ CHECKED BY SL SCALE 22X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET- DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION 1ST LIFT BEAM PLAN PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT/BLOCK 0039 FBI NUMBER 0039 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S3101 SERIAL NUMBER 1010.0 LL. 7-4 0 w LLJ U.) 0 U - LU 00 11..J• > 1.1L1 0 0 0< LLJ LU UJ LU 11.1 LLJ UJ F -- T'' LU UJ LLJ (1) 0 CL. L.1‹. UJ 0 cfl Ce __J __J 0 0 "2!: cf) 0 LLI 0 (r) 0 -1 1- 0 b 0 Cr) 0 27 11.1 orf 0 U - <X OC: LU CD 0 (1) UJ Ce 11. 0 M OR CORPC LL_ 0 c 11.1 >-- 0 F- UL1 (3 (f) LJJ 1-C31 0 c,)5 LLJ ILI LLI • rfl 0 7:-" I-.1.) n- • c. Q(f) cz_ L.9 <1; 0 cx: C) 0 U..1 • (J) LU ul ujUD cr LLJ a. 0 u -J Cej) < LIJ 0 c !Z.' 1.11 1.7 17.7) (.n u0 LU ce 0 ".-z• LL1 LL1 cf.) 0 LLI u-) Ln C2e 0 0 (I) 0 LL1 0 LLJ u (.i) 111 11_1 1.1.1 LLI U..J 0 (ID 2: 0 0 c.) z w < 7 (1) 2: I_Li LIJ LI! 1.11 CL LLI LLJ LU Lfl 0 0 UJ 0 UJ X (J-) CD Cfl UJ - 12-4 0 - IA- 1--- 0 14i N NO SEE GENERAL NOTES ON SHEET S1.00. DO NOT SCALE DRAWINGS, SEE ARCHL. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCHT.. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR CONTACT HE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 1" (TOTAL) CONCRETE SLAB REINFORCE[) WITH 6x6- VV1,4xW1,4 W.W.M. O\/ER 8 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCI-11. DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCHT. AND / OR CIVIL DRAWINGS) TOP OF FINISHED SLAB SHALL. BE + 0'-0" AND FOOTING CENTERLINES, SHALL COINCIDE U.N.O. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. INDICATES 35 BAR, • INDICATE.$ 46 BAR, ] INDICATES (2)35 13AR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL. BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 HOOK, BARS SHALL BE PLACED AS SHOWN IN THE PLANS. Li PROVIDE CORNER BARS AI FOOTINGS: SEE. SECTION FOR FURTHER INFORMATION. 11 SEE ARCETL, DRAWINGS FOR LOCATIONS/LIMITS AND _ CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARIIEION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION 18.1 CON IRACTOR SHALL VERIFY FILLED CELL AF EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. II] PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE 'JOINT, [Al 'VERTICAL REINFORCING IN CMU SHALL BE 5's AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 0) CHANGES IN ELEVATION C) EACH SIDE 01" ALL OPENINGS. D) ALL CORNERS Tj SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 18 BAR DIAMETERS (05 30", 46 36"), AND REINFORCING SHALL BE COWINUOUS, F1/II A SPECIAL INSPECTOR SHALL INSPECT ALL REINFORCED MASONRY STRUCTURE AS REQUIRED BY FBC R4407 SAID INSPECTOR SHALL ONLY BE AN ARCHITECT, ENGINEER, OR 'THEIR DULY AUTHORIZED QUALIFIED REPRESENTATIVE, 51 RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING; (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 1161 STRUCTURAL DESIGN IS IN ACCORDANCE.WITH A.C.I. 530-05/ASCE. 6-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL, BE IN ACCORDANCE WITH A.C.J. 530-05/ASCE 6-05. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. v 00 -) P.; (,) TOM 11-1 x liNG11-1 x DEP 11--1 \I:m(1\4LN `,-;1-10R1 LONG WI- - 1' 4"xCON 8" (2)--- - 1 .,V)A* 1'-- 4"xCON 0" /75 48" O.C., (2) -#5's C -(.000 1' -4”xCON - 0" 75 /16" C.C,: (2) -#5';3 - 2.0* 2' - 0"xCON F. xi- WI(; 2.0* 2' 0"xCON T. x1' - 2.5 2' 6"x2' - 6"xl - 8" ,3.0 o'2o' 0"x1'- 0" 19 (2)- //5'3 03) '5.' N') 1 ' 1. 9 91 9 ) 0 LU 0 f ) f \ \ . , \ \ Wr - 8" 1„5.5 13-3 -- BECAUSE OF RRECULAR Sa OF RETURN PROVIDE 4x8 OPENING EVERY OTHER COURSE. UdIS AREA 10 0L FORMED AND CROU1FD Al SAME INF AS BEAM/H11.110 CELL C0NCREIE/GROU1 81.ACIMENT, NO ADDI 510-1 10-)0101. D. VI11-0FY EXAC 1 00008 OPENING W/ WINDOW AND DOOR MANE. TYPICAL 01- SIMILAR CONDI NON IHROUGHOUT. #5 HANS N GROW LD Cri.,12 Bi --WA]; i WINDOW N1.2 (8LO. Dr. TAIL 1 S5.03) 001 WWM 10)" 1[1,1 //:,•)1. 185 'MAy1M 0" H MI -11 - //5';:; DHL WWM 00" iTkIME R iN 01)80 (2) //S''., (2) ( V', - 400 4' - 0"x4' 0"x1' -b" 5'; ( //`.5';3 .5058,0 0"x8 - 0"x2' 0" (9) -#5's (1) -#5's LW) -- 2,0* - 0" xCC.fl (.x1' -0" 35 48" 0.0. (2)- 35's PROVIDL CORNER BARS, SAML 5170 AND QUAN [ITT 05 BAR IN FOUNDA HON, WI ,30" 1 ri,"; i.01:H WAY, HALM BEACH CHAIR 08 35 0 48" 0.0.01 SHORTDIRLCIION DN. PI AN I z 9 / 4' 0" 16"X 0" COU COLUMN 01/ (4) #5 VI. N I. 13AR. (1)#5 © FACH CELL - CD 6(5 2.5 ((5 04) NpicAi LS - 55011[80 CE11 vv/ (2) #5 ViiR 1, L3A8 9' --8" 81' -0" 10' - 5'--2" 1 /35.01 1-11 FIT al * 1 * 101 -224 S run PACKAGE 1 /35.02 -5 1 KZZZ/ZZ,ZZ.r -iZ.././777/7//?/ZZZZZZZ/Z.Z/Z_ZZ_Z_Z/Z>Y.ZZ72.'T_ 2 / C;\1\v/1--- -E2. 0 3/35.01 8' -0" LNSPECTOR NOT STRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, H\/HZ SECTIONS 6'--- 4 1/2" HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG --TIE OR EQUAL LJNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO MARK /Th 0 SEZE DESCRIP1100 x 3Y-2" IHR0 _ 53 3. DE [All. /05.0/ UvN S C 1-1 BASF 81,A1E OR REINFORCEMENT 9 LJ E W. -1.13.6A 224 W005 HEAHING WALL WI TH sTuDs, 12" 0.C. -r / W / 2.0 9' 6" -SLCURI" END F,:dUD ro VASONHY v\y-'21-- 0 11 Lil KWIK 1:301_ LS 5" VINIvt„JM 1 MBED INTO 01709 .(ID CEL3, '" 3800 FADS AND 24" 0/0, VLNI-ICALI 2, \AAX. AND MASONRY END MTh TO 1.36 P7 or 15-# 8008 581 L -3E 1WLE N WOOD ANE.) CONS. /15 x 6' -0” V\I 10" 0000 0') 12" 0/0, 108 sT133 0" 108 OF sLA13 LOCATION 05 TYP. SAW - f. ()L. -1/\ il. 7/S5.01 1/25.01 033 N 14'--- 1 (AD cx:) 0 '/ r'rr L.. LLJ 0 (i) 101 4 ()5 02 0' -0" 03 SI.AH -224 WOOD 81-2H(2, WALL WITH SW-) © 12" 0.5. 1/S5.02. Q.ZZ-Z..'.Z./71Z41/771Z/ZZ.Z2Z2' ;Z/ZZZ,,1 F 0 X 8.0 *I ill ric L*\ -10" 55' -10" .58' 5 1/2" 4 - 81' -0" 1 FOUNDATION PLAN SCALE: 1/4" = 1' - 0" SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 2?//' U.N.O. SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 21/2" U,N.O. ci 1. 33A (2) 5'-0" 1.000 (TURNER BARS fY8. 1:1; -7" / 1 / / / / 96"2/18" /1" CONCRF 3. N 23 LON POOL 5510, AHOVL GRADE 4C; I Cr) I (c) 0 2/35.01 SU-. 021 All_ 8/25.01 017 1-28, 80UNDAJION CONNER BARS , " - 2.24 W000 'F -MAN 061220 0/011 01.3 Q1,) Li SLOPE 1/8" PER FOOT 1.213.ND 600 221: 1)1: [All. 12/00,01. VARIES INC. 2 141 " 44) c) WFC-) 1011 Es 1m iv (5) //..5 x 0-0" W/ HT" {1000 © 12" 0/C, TOP STFEl [01 101 [P] \ \ . 2.0 0" /' 3 - ; r )1,CA050 00 00)-1,1»AR 517E 01 1:).)) 1<0 Pk)/VOL 4:8 OPE NING [VERY 01 001;3c;) 1E10 AREA TO HE 1100M10 AND 000)11:0 Al SAW 111ME AS HI AM/1-11.1. ED CH 1. CONCRE1E/000111 81 3.1,301 NI. 0)) ADO'L S'IFEL 8001.80W, \d,miy EXAM 8000ii OPENING \;\// 11i'0000 AND Dcok IYP;1.‘,A1, SP,,,/11,A,R 0000)005 10!\01.,(..);(,1.1I. --------- 1,1111.919S104N41M4V1.9199,f,fiq1.91.,9)6,11,4M:-.009CHIS C)1/41IIIGCMPIIESWMP1E)41.11CWHIP,11414n1)(91144 1:O11EINEFFECTAS441:741,f(9)9W11:11111,5-,04, 04-10-13 Sang -Yob Leo P.E. Florida No, 72328 ES { I_1 099:9 02 "1" 02 (20 r DRAWN BY 3.HERNANDEZ CHECKED BY SI, SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOU 'CATION PLAN PROJECT NAME PARKLA\ D GOLF & CC -AMBASSADOR LOT/BLOCK 00:39 TBI NUMBER 0039 MOE)EL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S2.0 i'f,21 SERIAL NUMBER 1010.0 0 HA (f) Lr._ L1_ LIJ CL LL.I LL -1 0 Lu 0 HA HA LIJ (-a LIJ L.Y.. LU >- LU -'C 1.11 :7E ca 1_a UJ uJ LIJ (n 0 re _1 F- 0 I CID 0 LU 0 0 0 0 0 z (r) Ci H-1 UJ 0 c_ -a 0 L2� 1--i LI - 0 CZ uJ >- 27 LIJ LI z 0 L)... (n c�c L11 as 0 UJ s (n 0 27.0 0 LL1 s.. (n1''1 0 u LU LU LU 0 (n z u 0 r -.1 1_L1 vi 0 (/) HA 0 1---I T (r) LL, 0 LIJ z 2.7 0 LLL' IJ_ (n 0 GENERAL NOTES 1, ITIS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARIS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY, 2. DESIGN LIVE LOADS FLOOR BALCONY ROOF 40 PSF 60 PSF 30 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2010 a) ULTIMATE DESIGN WIND SPEED(Vult)-170 MPH, NOMINAL WIND SPEED(Vasd)-132 MPH b) RISK CATAGORY II c) EXPOSURE "C" d) INTERNAL PRESSURE COEFFICIENT ;0,18 FULLY ENCLOSED STRUCTURE FOUNDATION/SITE PREPARATION: 1, FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEOTECLINICAL 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. AIL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 ,DAIS: 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 IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE 7, ALL REINFORCING DETAILS SIA L 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, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 10, WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 11, SUBCONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 12. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: SUPPORT REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. A, 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ( FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: 1-1/2" FOR #5 AND SMALLER 21" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER: 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/21" FOR BEAM AND COLUMN PRIMARY REINF,, TIES, STIRRUPS 14. MINIMUM LAP SPLICES ON ALL. REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED, FORMWORK 1, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI :347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" WELDED WIRE MESH 1, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED W/ 211 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 OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO., SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TENSION LAP SPLICE SCHEDULE BAR # 3 4 24" 5 30" 6 -ll 7 MASONRY SPLICE LENGTH 42" PIAN REINFORCEMENT OTHER THAN TOP BARS (3000 PSI ) (4000 PSI) 16" 16" 22" 19" 27" 23" 35'r 31" 48" 42" TOP BARS (3000 PSI ) (4000 PSI) 21" 18" 28" 24" 35" 46" 63" 30" 40" 54" 2, PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. MASONRY 1, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, fm =1500 psi. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10", PLACE GROUT IN ACCORDANCE W/ ACI 530.05, TYPE 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-O-WAL (ASTM CLASS 3-2, 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.N. 4, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530,1-05/ASCE 6-05/TMS 602-05), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. WOOD CONSTRUCTION 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", APPLICABLE EDITION. 2, ALL WALL STUDS AND MISC WOOD FRAMING SHALL BE NO.2 SOUTHERN YELLOW PINE STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: 2X6'S OR 2X8'S @ 16"O.C, (U.N,O) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24" 0.C. PREFABRICATED WOOD TRUSSES 1, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEC- IFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. 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. HANDLING, ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1, 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 6. THE LOCATIONS OF GIRDERS AND -TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS, THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION, THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 TOP CHORD (AT OVERBUILT AREAS) SHOP DRAWING REVIEW 10 PSF 15 PSF 10 PSF 15 PSF 5 PSF ADDITIONAL 1. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COI' PLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER, DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, 3, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, 4. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, 3. PLACE A SINGLE PLATE AT THE f.30TTOM AND A DOUBLE PLATE AT THE TOP OF ALL. INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF SLABS SHALL. BE ATTACHED TO THE SLAB WITH MIN, DIA. EXPANSION BOLT w/ OVERSIZED WASHERS AT 32" ON CENTER. ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 4, ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED BORATE SBX, PROVIDE USE GALVANIZED NAILS AND FASTENERS IN PRESSURE TREATED LUMBER. 5, STUDS SHALL BE TRIPLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS, HURRICANE STRAPS 1. HURRICANE STRAPS TO BE [MANUFACTURED BY SIMF'SON STRONG -11E OR EQCAL_ �Ii0 2, SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO " AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR O.S.B.) SPACER BETWEEN MEMBERS, NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O,C, TOP AND BOTTOM AT EA. SIDE AND STAGGERED. * M1JHI, STUD NAILED TOGETHER W/ 10d NAILS AT 10" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, UNO, 6, WALL SHEATHING SHALL BE: 5/8" (OR 19/321") APA RATED EXPOSURE 1 CDX, PROVIDE SOLID 2X BLOCKING AT ALL SHEET EDGES. 7, FLOOR SHEATHING IS 3/4" (OR 23/32") TONGUE AND GROOVE C -C PLYWOOD, OR 3/4" O.S,B,(48/24 RATING), CUED AND NAILED WITH 8d RING COMMON NAIL AT 6" O,C, AT SUPPORTED EDGES, AND AT 6" O.C. AT INTERMEDIATE SUPPORTS 8, ROOF SHEATHING SHALL BE 5/8" OR 19/32" CD PLYWOOD, NAILED TO TRUSSES BELOW. SEE ROOF SHEATHING NAILING SCHEDULE FOR NAIL PATTERN. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24" SPAN. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 9, ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY, 10. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2, KD -15, OR BETTER. Fb = 1200 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. v'P)G'D 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 8d RING SHANK NAIL 10d COMMON NAIL ALTERNATE FASTENER 0.131 P -NAIL. 10d RING SHANK NAIL, 0.148 P -NAIL GABLE ROOF CD ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES (1) 8d RING SHANK NAILS 6" O.C. _> 8d RING SHANK NAILS 6" O.C. CD 8d RING SHANK NAILS 6" 0.C, PANEL FIELD EL) 8d RING SHANK NAILS 6" O.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" 0/C. FIEL AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) HIP ROO ROOF FASTS HEADER/BEAM SCHEDULE yI G ZOV 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 - DOUBLE 2x8 TRIPPLE 2x8 DOUBLE 2x.10 TRIPPLE 2x10 DOUBLE 2x12 TRIPPLE 2x12 4" WAIL -(2) 1 3/4"x11 88" LVL. 6" WALL -(3) 1 3/4"xll 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 1/21" PLYWOOD (OR 0.SB,) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, AI-'PLICA1ION GARAGE DOOR -SUCK TO MASONRY/CONC. GARAGE DOOR BUCK TO MASONRY/CONC, METAL STRAP TO MASONRY OR CONC. NON-BEARING WOOD WALL TO CONC. SLAB APPLICATION WIRE LATH METAL RIB LATH SIZE 0 NO WASHER fl 0 W/ WASHER "0 W/ WASHER METAL LATH Q WIRE FASTENERS SIZE TYPE SPACING FASTENERS 1YPF "TAPCON" MASONRY FASTENER EXPANSION E30LT TYPE H-5 H-6 H--7 H-8 HEADER/BEAM (2) 1. 3/4" x 14' LVL (2) 1 3/4" x .1611 L.VI (2_)13/4"x18"EVE (3).13/4"x18"LVL FASTENER SCHEDULE_ ROOF / WA SPACING 01 MARKS APPLICATION SIZE 8" 0/0, SEE NOTE 6 BELOW 1,;" EMBED, 4'I END, DIST. 11" EDGE DIST. 24" 0/0, 4" EMBED, 4" END. SEE NOTE 6 DISI-., 3" EDGE DIST. BELOW CONTACT THIS ENGINEER FOR 56601110 REQUIREMENTS EXPANSION BOLT 24" 0/0 16 GAUGE W/ #11 GAGE 6" APART 6E 1/21' MIN, EMBED %j" HEAD SIDE LAPS 9" 16 GAUGE W/ 411 GAGE 6" APART 5 1/" MIN. EMBED %" HEAD SIDE LAPS 9" FLOOR SHEATHING ill i '��. (L.. 11 I I fG ROOF SHEATHING `'" i,, ") EXP. 11 WALL SHEATHING " (3;") EXP. 0.1310x2)" 0..13110x2,') 16-20 RINGS/INCH 0.131 c) x L /2 :DGES L f FLOOR SHEATHING TYPE SPACING 3d SMOOTH SHANK 8d RING SHANK 'SEES: PLAN SE1 PLAN 8d COMMON 615 PLAN WINDOW AND DOOR BUC 1" EMBED, 4" END. API 'LIOAIION `31/I. DIST., 3" EDGE DIST. REMARKS .1 x2 PT FURRING TO CASE HARDENED 0011-, MASONRY/CONC. NAIL_ I " LONG, SCID, AL. EXT. DOORS CASE HARDENED COIL. 1x PT, SEE NOTE r47 NAIL- 1" LONG. CASE HARDENED COIL NAIL-..);" LONG. 0 NO WASHER 0.1380 PAF x2;"W/ WASHER WINDOW BUCK Ix PT, SEF NOTE 7 l XI. T)'1'JIP',(.r, DOOR BUCK 2xP1-,',.0NOTE 7 2y 01 NJINDOW BUCK PP TOS[I[L001 , FEL NOTE 7 TYPE "TAPCON" FASTENER NOTES 1 - HAND NAILING MAY BE USED IN L LEU OF POWER DRIVEN FASTENERS. 2 - STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS. 3 - FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHAL[. I.'rE. AS PER MANUFACTURER'S SPECS AND/OR NOA 4 - ALL FASCIA MATERIAL_ SHALL. BE HAND FRAMED. 5 - PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN. 6 FASTENER SPACING FOR TI -15 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 2.x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUB "RATE. FASTENERS 51'ALONG 8" O/C 9" 0/0 STAGGERED 9" 0/(.... STAGGERED 12" 0/0 REI-1ARI<S LI�J.AI"K`.1 V'd115DOVJ/DOOR F'AN1 LN[[' INTO FIASOlv'RY;'CUNC NiNDOW/00015 FANT [111 1) 1540 1.9A (21kr'/(..U5(.. 1:M[3F:D, ..I° I HD. 9" 0/0 4" 050. DiS[., l`" LDGI STAGGERED 101 "IIF E0 SI OF MY tiNLI'7A IIr1101,1 0 Irl 11011 LON I'r!IS 1:RAMNG COMPLIES WIlO 1IIE AFi'LICAMLE MINIMUM tlUI!A)IN1, ,001 iN EFFE(T AS OI UAIE OF CCNII! 1C A1I(IN 0110W, 01-10-13 Sang -Yob Lee P.E. Florida No, 72328 1.....1 [./1 w DRAWN BY J.HERNANDEZ CHECKED F3Y SL SCALE 22 X 34 = SCALE AS NOTED 11x17 = 1/2 NOTED SCALE SHEET DATE 04-10-13 SHEET REVISION INFO SET REVISION INFO SHEET C)LSCRIPTION GENERAL NOTES PROJECT NAME PARKLAND GOLF & CC -AMBASSADOR LOT -/BLOCK 0039 TBI NUMBER 0039 MODEL_ SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S1.00 SERIAL NUMBER 1010,0 , 174 14°1., • 7,4t , • i 1 (31 ,I, \-1 2 - - 1111.411q.: CJ 3v E,11 EJ -11 Ejl 4,4 Cs4 EJ1 EJ 4 11; - - CO _40- J Ejmc r.--13.134 ' '11/4.1 \;•,' , .: / I , 1- >,-...... ../ ,•, ; r.) .// .-;• , •'',,,/ ,, 4 /Tht,,,,,,,,, // 321 ct 1_I__ I, 1 ;I 111. II , - - 1 - 'I ()I ' tt, CY i 1111 1 I , or\ Ly 6 r '4' 0 ct" 4„, tit1;T 04 01 LL 011 /4 ] tY 91 2' ' 422' :minimum ssi LfflI .11111111411_114 a TO cit . cf 2' 2' L, 2' 2 2' , 2 , 2' , 2' 2' 20' TW1TRI .9.211 (-4 LL Y2 7:3 \?, 4'4* v4 1-1V4 3-48 410' L 031 033 EJ44 E344 033 1 NW ffl !• Sing :SAM IU 1 1 11 \ I • KM negme.slos _ 1'4' 56'10' 5' 132' oi 01 01. 01 , 11- ; 11- 4-4 01 2' , 2' 2' FRAM( E',OL .2&?. 1T.P.1;F) OF C..0L a -0° ( -4 0 zE 11_ 01 11 01 2' ek) LL LL 2' ,x-17 C.) 56'10' 2' 2' 2' 2 2 - 4' 1 El '-4-- .1 (2) 2x LEDGER 111:Eti tt 1 F.fiti OTHER - 4'111 1,74- i —le)011 4- - -- ,[ 11'441 ittid ..__ lt,rt. -4 tl-t It - 1 11[14-- +41 ar itti_ ( i E , 1 ' a' FL4T CLC1 I 2 ' W •?. -4' OINT Tc:2)F 2S-1' 20'-2-3 41_ OT e - , tij. C) TOP OF (11 -CL ' 2r - OOSISOO 033 31 510' EJ4E3 4E3 E348 0:33 J1 ttt...c) 5'81 ql =sr 0 0 1L IL. IL LL IL 11/ ly/ TZ -4? -7 _I r 10'-0' 4, --4 -1-*-- al --- ' r. 1---- 1- - t-). —)t c) , --). 11.i, LI- .. t, 1 11 10 'Z2,27./; 44,4".Z.'66N 677/ 44'10' f3RG FC1NT ii 111-1/4' 37' 2' 2' \ - - N 14' 41' 7.9 331 J31 •-„ca ejss 7r- 43' 510' Cy Lf) 0 Z. -V r. ZZ/ (1) 12' BEARIN LEGEND 10'�" 20'-2-3/4" APPROVED TRUSS ANCHOR E3I 13UILER LUCUTCUT OVERHANG UJ/ LEVEL RETURN HEEL HEIGHT = 2x6 N0N1. Tl56 FLOOR END 2x6 RIE4BON 311 \ID DETAIL 2 iRs LL la DEEP FLOORS TOP 7' —4NGER LEGENID ALL 2x 144NGE5 SHOUN ARE ITUJ 4-1U26 UNLESS NOTED OT-IERUJISE ALL 4x 9Y542 HANGERS SHOUJN ARE 4i4U46 UNLESS NOT OTHEWISE. TRUSS INSTALLER 15 RESPONSI5LE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONECTIONE, PER MANUFACTURER SPECIFICATIONS 1TUJ HANGERS UNLESS NOT OTHERWISE 4HU20 2 41-4U46, U2-2 1 n 11_ 0 IY 111 fL 9_3 4GUS2-2T 1 ('.?) SPECIAL CONNECTION 5-r OTHERS AHL126 -11 1,'1";;.' 0 0 0 0 (;:"), SPECIAL 1\6J CONNECT ION OTHgRS NOTICE Field E3racine is not the reeponsibilitL of the truss fabricator, truss designer nor plate manufacturr. Persons erecting trusses are cautioned to se ec professional advice regarding erection bracing which is always required to prevent toppling and dominoing during ercton, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb positon. When no sheathing is applied diretic. ta tie top chords, they shall be braced at 24' o.c. max. Where no rd ceiling is applied directly to the bottom chords, theL shall be braced at 61-0' o.c. max. Trusses shall be landled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing scnedules, etc, NOTE: Labeling trusses Is a srvice, not a requirmet. Engineered drawings 9uprcee labeling of trusses. It is the responsibility of' the builder to utilize engineered drawings when erecting trusse. Girder truss to girder truss connections whicr exceed the capacity of a standard /larer or truss to wall connections are the responsibility of the builder. GENERAL NO7ES . TRUSSES SPACED 24' ON CENTER, U.O.N. 2. ALL WALL, BEAM 4 COLUMN MoUNTED TRUSS HANGERS E3Y BUILDER 3. SOME DoLUN FRAMING 5Y BUILDE. 4. SOME VALLEY FAMINC1 1BY IBUILDER 5. BOT,... BOTTOM OF TRUSS FROM ELEv. 0-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROvIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITRIA: ASCE 1/10 E3UIL2ING TPE: ENCLOSED RISK CATEGORY: II ROOF Lo4Da TOLL: TCDL: 3 E3CLL: E3CIDL: TOTAL: 55 1.25 INCREAee DEFLECTIoN 30/240 WIND SPEED: 110 MPH EXPOSUE: C FLOC") LO4I5 TOLL: 40 TCIDL: 15CLL: 15CIDL: TOTAL: 41-10LU4151-E INCREA12,E DEFLECTION 20 5 65 _ 30/240 7<\,/>v, JO !IDA PIM TRUSS TI, 9 5 / 975-384 FAX: 95z-) 978-8980 365 PAK CENA 3_VD POMPANO BEACH, L. 3306/ SI IOP DRAWING APPROVAL REV: REV: REV: CU6TOMER: THIS DRAWING IS fl- Li SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OT -ER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIv1ENSIONS, BEARING CONDITIONS, DITCH -ES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: ••• TOLL 5FROTHEIRS, INC. DATE: 8/2/13 SCALE: 1/4"4-0" BY: CM SUB DIV: PARKLAND GOLF 4 C.C. SALES: ADDRESS: COUNTY: 131ROLU4D LOT/BLOCK 1 MODEL: SAvIERO 3c3cl 1 ELEVATION: VERSAILLES PAGE: I OF 1 DWG \la 13S241 !•-••••I 0 0 1.11 0 u_ 0 LU CL. 0 _J uJ LU 0 2: o _J 0 LIJ LU uJ u Lu LLJ >-- LU uJ (9 L'72 LU Off 1•••••-•0 (1) Or. LU rf) 0 ---J 0 LL_ >-- ca 0 LIJ CZ 0 :5- >"" LLI 11J LU Ce. 0._ IJ -J 0 0 w L) 0 0 0 (1) LIJ 0_ LU LI 0 uJ LLI 0 LLJ (.1) 0 > 0 u_ _J 0 ap 0 Lu .7E 0 *2: 0 0 0 •••" 0 UJ 0 u_ UJ 2.7 0 0rCi LLJ 02. EY IT! Li.10.1 2:- 0 02: (I) < 11.1 > 0 0 LLJ 0 0 0 LU (.1) LLJ c) _J __J (.11 21" • 61. ce 0 tn 12 uj LLJ (1.) 1_9 UJ 0 LA- L1J 7). (f) LL_ 0 0 UJ LU '-"" w ._J _J 1-: 0 (.1) 0 c_n 0 uj 0 0 LLI _J (r) ra": Lu 0 LLJ LLJ 0 0 cn uJ 4.---' 0 LLJ UJ 0 LL(J 0 J (1) (r) LIJ 1-- 0 :E Li) 0 2: (1) (f) u 0 0 LL cf.*: 13 E7/. I:77,77.4ZE.e.'711,ZZI2Z/77Z))."2/2 1' -2" NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" 4\J -F KITCHEN HALF WA D8 SCALE: 1/2" = 11-Ou INT -4 D8 -••••••,_„„-• L DE COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH -2X4 HALF WALL -ABINET AIL (INT -1) TOLL APPROVED TILL BACKER (REFER TO CONTRACT SPECIFICATIONS) - WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) - VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED -- FLOOR TILE 2-2X4 THRESHOLD ADJUSTABLE SHOWER DRAIN - 2" SHOWER DRAIN - GAUGE COAT WE FBED _ LINER SET IN SEALANT © FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. SHOWER & CURB 0 SCALE: 3/4" = 11-0" N FRAMED FLOOR (INT 4) INT -2 D8 J Lu d - De. 0 0 rI 0 w 1.1J < Lu C.4 SET MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: SET MIRROR 3" FROM INSIDE CORNER 1/4" MIRROR 1 [1 - 1/2" RECESS FOR MIRROR " 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 .11+/- FROM TOP OF BACK SPLASE AND INSIDE WALL CORNERS. MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: 1/2" = 11-0" REFER TO FLOOR PLAN, VARIES BY MODEL PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. - CORNER SHELF - FLOOR TILE - 2" SHOWER DRAIN TILE AT DOOR THRESHOLD LL uj (INT -1) .. (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION (INT- STANDARD SHOWER SHELF LOCATION \1:?8(INT-5)) SCALE: 1/2" = 11-011 NN - DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY - DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) iGAS 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. INS [RUCTIONS SILL PLATE (IF SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY D8 / SCALE: 1/2" = 11-0" X 1-N1 /, / 777 7 7- / 7 7- . " TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 3/1" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 © 16" 0.C. - - \ --DROP IN TUB (FR. -33 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1. ROW OF IILE COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER x (--N) 2X4 CRIPPLES /// 7/„/ -SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S, DROP IN TUB DETAI SCALE: 3/4" = 11-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND 10 BOTTOM OF FLOOR JOIST'S, END POST TO PENETRATE SUBFLOOR, FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST, SUB FLOOR.„,-- . (INT -3) FLOOR TRUSS. ( FR -34 D8 HALF WALL TI N.T.S. E -IN DETAIL (FR 34) [[7 HS( OF MY 11 NOM 77L. 171 SEA DI.117710 ON THIS (VAIN() COMPLIES WF(Y) [IP 7)71177)31F MINIMUM BIEUDING [7 73 IN EFFECT 7)5 (7 CAFE ()f f 1:711ICA NON 7170W JUL 0 0 2013 1L. R(D1) p. pi\ [ Au) ' 1 1 (.1) <1 <11 1....••••••• 0 z 0 DRAWN 13Y M. STRICKLAND CHECKED BY 0. SWAFFORD (2 r/C r c.:) 1 1 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 D8 SERIAL NUMBER 1009 0 0 1.11 D (..1) 0 L.L. 0 LLJ 0.- 0 __.1 LU 0 0 : < LLI 0 LLJ LLI LLJ uJ Ce LU LU 1.1J 1-- (9 Ce ›- 1.1.1 Ce. 0 .r.7C LIJ 1-- 0 oe ca 0 LU 0 o_. o• 0 (.1) Ce LU CI. LL▪ J 00-4 2 LU ZD 0 DC ce LLJ uJ 0 (.40 DC LU CD 0_ ce > CD 2f 0 LL 21" CD 1'71' CD oe CD ce 0 0 (t.) ce LU CI_ 0 LU CD __J 00 0 0 >- CD LU U) CD LII -J (1) U) 0 0 I -U 0 cf. 11J 0 LU 1.1..1 1.1J LLJ • • (f) 0 LU LJJ ›- 0 0 0 "2: 0 uJ 2: C) 11J UL Un 0 in ..."`E 0 LIJ IL CD Ur) Cf) 0 TZ, 0 I ---- (I) Lu 0 Ce CL 0 LLJ 4-1 ce uJ ‹r 0 —7. LLJ CD : 60J: ce - LU < LLJ 3: • f— () 2f D: 0 LIJ CO 0 -2: 11.1 •'5 CD Lce 0 a. on ILI 11,1 J CD CD < F- CD ROOFING PER CONTRACT. (CIONTRACIOP. TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON b/ii" SHEATHING \ PRE-ENGINEERED WD TRUSS, 24" 0.C. INSULATION BLOCK ALL TRUSSES TO REST ON GALV. ANCHOR SEAT OR WRAPPED IN FELT MEMBRANE TO AVOID DIRECT CONTACT W/ MASONRY SEE PLAN FOR STRAP 2x6 P.T. 2x8 ROUGH SAWN CEDAR-- --N‘• METAL DRIP EDGE 1X2 NAILER - SEE PLAN CEILING INSULATION (SEE ENERGY CALCS.) CONTINUOUS VENTED SOFF1T; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED REFER TO ELEV. FOR OVERHANG /- - STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH DOUBLE STEP PRECAST CONC. SILL. TYP, ALL WINDOWS MIN. 5/8" STUCCO (MIN. 2 COATS) OVER CMU - ---,N 45 BAR BEYOND 8" W x 1-1/2" D RECESS © SLAB EDGE -- MAIN FLOOR 1-2 ELEV 0'-0" - 1/2" GYP. BD, ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) - TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM W/ (1) #5 CONT., (GROUT SOLID) PRECAST LINTEL, SEE FRAMING PLAN FOR SIZE AND DEPTH - SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R -1X2 P1, NAILER FINISHED BASE MOULDING EXTERIOR WALL SECTION WITH WINDOW SCAL L 3/4" 1-0" 4" CONC. SLAB W/ VAPOR BARRIER --SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 54" SHEATHING PRE-ENGINEERED WD TRUSS, 24" 0.C. -- INSULATION BLOCK SEE PLAN FOR STRAP 2x6 P.T. 2x8 ROUGH N SAWN CEDAR \\NN METAL DRIP 1X2 NAILER - CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING FELT BACKED METAL LATH -- SEE PLAN //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 BACK LATHE BARRIER AND POLYETHYLENE HOUSE WRAP 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" 0.C., TYP. -- SCHEDULED WINDOW / (SEE FLOOR PLAN) // WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. 42 WOOD STUDS © 16" 0.C., TYP. --WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING PLAN FINISHED BASE MOULDING --3/4" THK. T&G SUBFLOOR 3/4" GYPCRETE 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 TO FLOOR TRUSSES PER TRUSS ENGINEER TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM, W/ (1) 45 CONT. --- MIN. 5/8" STUCCO (2 COATS) OVER CMU DOUBLE STEP PRECAST CONC. SILL TYP. _=i) 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 OLO" - BATT INSULA1 ION REQUIRED AT GARAGE (SEE ENERGY CALCS) - 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 -------[IT/ cr".. < \- 6 A <7 TOP OF FLOOR TRUSS SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R 1X2 P.T. NAILER FINISHED BASE MOULDING 1 4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING 2 TWO-STORY WALL SECTION D71 SCALE: 3/4" = NOTE: STRLCTURAL DETAILS SUPERCEDE STRUCTURAL NOTES 0 ARCHITECTURAL WALL SECTIONS Ji 1111 11LST OF MY 41404411.1/07, Flir0E77<N 04 0141ED UN 11110 LOMPLUS W1111 1111,0101 ICE11111_ 7:4111714!-WIL0I1G (OM IN 1417017001001104<77111110710470 LOW JUL 0 8 2013 „!7 ARO N P BAR IY A A Cf) (.7.) 1-4 „.•.1 1..1) <.711 0 <t1 0 RIDA D1V1S1 1 rr) 0 1 C.) Pe, 0 I .1 0 <77 <70r 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 STA \I [)ARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D7 SERIAL NUMBER 1009 LLI (I) 0 u_ 1.11 n_ _J 11.1 ' 11.1 0 0 CT LU 0 LLI LU . < uJ 1.1.1 uJ 1.1.1 1- 6 1_11 F- 0 LLJ 0 ";;:' (1) LI) 0 CY _J 0 U_ 0 CY- LIJ 0 ILJ F - p 2 >-- uJ LLJ CY (9 ›.• 1- >- cr.) 1.1_1 11.J LLJ CL CY 111 Of! 0 LU 0 (/) 0 :z- L0LJ LI1 uJ LIJ .sr CD I- LIJ 2 1,1 < u., 0 0 U) (.2i LLI 0_ UJ 0 LU UJ 0 (.1) uJ (1) 0_ E. -)e 0 IL_ 0 eL 0 0 u 0 cn cx LU 0._ ›- 0 11..I (1) (f) 0 (1) C) 0 >- 0 uJ (T) 1.11 CO -Kt ("Y 0 (r) 1-- 2: U_1 11.1 (.9 U_ 0 LU LU LU V) CC: U_1 CO ".7j 0 1- 0 CC) E 0 (1) 0 0 2.7 0 0 0 tjJ I-- 4 0 _J 0 U _ 1 -LJ cn (-./1 0 a_ (f) LLJ ee UJ cC) 0 0 (30 UJ 1^^.. OC: 1.11 0 uj LU 0 LU 111 UJ (r) (.11 '--.4 ON THESE D (f) c,. 0 (1) 0 0 (1) 9 (f) 7.-7f! LLJ 0 11.1 0 (J 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 4XT-1 TYPICAL SLIDIN DT3 N r.s. 7/EXT-5 D OPTION - A EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ,-- CORNER PATCH FLASHING NOTES: 1. FLAS11IN0 10 BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY GLA SS DOOR FLASHING DETAIL (EXT --- FLASHING ------ CANT STRIP ---- SILL PLATE SEE NOTE #2 WALL SHEATHING WITH WEATHER RESISTIVE BARRIER ' ' " ------- NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 71:1-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDD ING LAPS WATERPROOFING AT EXTERIOR OPENING OR BEAM (Elm( (L)(1 5) D3, CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN NT. K.O. COURSE W/ (1) - #5 CONT \, SLOPE \ •/33 0 0 GRADE /STUCCO ON 8" CONC BLOCK WALL W/ #5 IN GROUT FILLED CELL W/ MIN. 30" OVERLAP, ALTERNATE HOOK BAR DIRECTION (SEE CHART FOR SPACING) SITE WALL SCHEDULE HEIGHT FOUNDATION FIG. REENIE, DOWEL SIZE (W x D) SPACING 01-0" to 41-0" 2'-0"x 1'-4" (3) #5's CONT. 56"o.c. 47-1-1u to 6'-0" 37-0"x 11-4" (4) #5's CONT. 48"o.c. 6P-1" to 81-0" 4'-0"x 11-4" (4) #5's CONT.' 32767: 4 :1 .• LLJ - - 0 41 4. - - - - - (:X I-9 D3 PAVERS AT LANAI AREAS, TYP. SEE CHART FOR FOOTING SIZE AND REINFORCEMENT INFO PRIVACY WALL (STE:M SCALE: 3/4" = (EXT -9) NOTE: HEAD FLASHING TIE --IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3, FOLD WEATHER RESISTIVE BARRIER BACK O\/ER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING - \ BARRIER -- WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW ) NOTES: 1. FLASI-ING 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. EXT -2 D 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. 2 1 DO NOT FLASH ovER BOTTOM NAILING FLANGE - WINDOWS TO BE INSTALLED PER AAMA 100-07 TYPICAL WINDOW FLASHING DETAIL N.T.S. (EXT -2) STUCCO RAKE JOINT AT WINDOW EXTERIOR PERIMETER CAUL<ING - /t WALL PER PLAN -RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR DOOR EXTERIOR WINDOW HEAD DRIP DETAIL (/L-xl-- HEAD DRIP DETAIL N r s (EXT 6) D3 N.T S (EXT -7) DRILL & EPDXY #4 @ 18" O.C. &. BEND DOWN INTO STAIR. -CONC. STAIRS SECONDARY POUR 8" CMU STEMWALL w/ #5 \/ERT. HOOKED INTO FOOTING @ 40" 0.0. BEND #5, 2'-0" INTO SLAB (TYP.) TYP. FTG. 4:7 **1 # 4 © 18" O.C. DOWELS BEND INTO STAIRS. 4 .2, `•--1 .1 EXTEND TYP. FTG @ WIDTH, SEE STAIRS & PROVIDE DETAIL END -3B #4@ 18" O.C. E.W. CONCRETE STAIRS ON GRADE SCALE: 3/4"=11-0" (EXT -10) WINDOW TO BE SECURED DIRECTLY TO THE STRUCTURE AS DESCRIBED ON PRODUCT APPROVAL - FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE - EXTERIOR SHEATHING --- SILL PAN FLASHING INTERIOR PERIMETER CAULKII\ DRYWALL <7 41 CONCRETE OR MASONRY --- .71 PT WOOD BUCK SET IN CONTINUOUS BEAD OF SEALANT AS DESCRIBED ON PRODUCT APPROVAL ol • NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. LIQUID APPLIED MEMBRANE- ------- 7. CONTINUOUS BITUMINOUS FLASHING FULLY ADHERE TO WOOD SUBSTRATE OVER LAP ADJACENT BLOCK MIN, 6" PRE -CAST SILL NOTE: WINDOW BUCKS ARE TO BE CAULKED TO WALL & WINDOW FRAMES CAULKED AT INTERIOR AND EXTERIOR PERIMETER TYPICAL WINDOW JAMB SEALANT DETAIL N.T.S. (EXT -8) - WALL PER PLAN 1 41 RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF PLAN VIEW 5"x5" METAL FLASHING STEP OR vv/TAR BETWEEN CONTINUOUS FLASHING AND SHINGLES FLASHING ROOF PER PLAN TYPICAL ROOF TO ... (r- WALL FLASHING DETAIL D3 N.T.S.(EXT-11) SEAL WINDOW AT INSTALLATION - LIQUID APPLIED MEMBRANE MIN. ;-9" WIDE -22 `Fs. 7. - LIQUID APPLIED MEMBRANE FLASHING DETAIL (E XI 3 AT ARCH WINDOW FRAMING NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. NT. (EXT -3) LIQUID KPPLIED MEMBRANE MIN. 9" WIDE LIQUID APPLIED / MEMBRANE -// PRE -CAST SILL SEAL WINDOW AT INSTALLATION - -N, -0-7 LIQUID APPLIED MEMBRANE WINDOWS TO BE INSTALLED PER AAMA 200-09 TYPICAL CMU /E -XT -4 WINDOW FLASHIN D3 N S G DETAIL (EXT -4) ^--•-•-- 10 044 BEST OF IA4 4NOW:1-7'011, 747 0707074 FE4100-0 074 THIS ORAWING COVERS WPM THE APPLE:AIR F 477414711 7571110M FOOF IN EFFECT 44 04 I.41E OF CERTIFICATION 777OW JUL 0 8 2013 A0 3APL Y, .774 r:20 4`77 Li , 0 <11 p (r) (7) J 11 040 0 O1s OK, C 0,7 0 12) DRAWN BY M. STRICKLAND CHECKED BY a 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 -FBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D3 SERIAL NUMBER 1009 0 27 27 0 LU 0 LL 0 uJ Cc;s_ 11.1 UJ 0 0 0 LLJ 0 111 l LU 1.L1 cL. 1.1.1 LU >.- LLJ 11-1 1-E L Lu . 0 , < . . (_) CA- - LU 0 cY) - 1 -- LL 0 11-1 00 11_1 ITZ _ W iD>- 0 .4 J<0 -.e.. a: (I) 4 - LL1 <CLCZ C.9 LyLU 0: 0 > LIJ Lu LL1 11.1 (5 LU 27. LL, 0 0 Ln Ln UJ 1.1J 0 :r 1-4 CY: LU in LLJ tn CL D cr 0 0 LU CL 0 0 0 LU cc) OB AND TOLL BROTHERS UJ 0 0 0 Ci LU 0 LL uJ 1 cra 11) 0 CL Ln LU 113 0 Li. LU _ 441C 7.r (i) 0 0 LLJ LLJ LO (JJ CL 11.1 0 LLJ 0 (.1) <r. F -- UJ 0 D. LU F.- 0 LI.J 1-- cr) :D UJ LEI Q LL_ 1r— 0 L PRE ENGINEERED WD. TRUSS'S PER TRUSS MANUF. LAYOUT \ A B A7,10 - UILDI COVERED LANAI NG ,ALE: 1/4"-1-0" 42" HIGH WOOD HAND RAILING W/ PICKETS SPACED TO REJECT A 4" SPHERE TOP OF SECOND F.F. FINISH FLOOR B SAIR SEC ION A7.10 /rSCALE: I/411=1L0" — TWO-STORY GREAT ROOM RISER TREAD CARRIAGE / allMagewarainamommazw•searm VERSAILLES * 17 RISERS © 7 11/16" 16 TREADS (*) ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. THRUST 13LOCK 1 LOFT TWO-STORY FOYER SEE SHT A2,10 FOR — SCHEDULED INSULATION rj- TWO-STORY COVERED ENTRY SECOND F.F. FINISH FLOOR STAIR RAILING AND GUARD 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 RA11 IN ANY DIRECTION. IT 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. •-»+^•-^.--.---•-,•-^ 10 IlIL 111/11 (4 MY KN()WL1 DU, IDE I,DA 1111(6114 GM 1415 DRAWING COMPLIE.5 WITI115F kIIIIIICARTE MINIMUM BUILDING CODE. IN EFFECT 55 OF WE 01 5 ERTIFIGATICN JUL 0 8 2013 1 Y, RIA u [_=_) *Infel DRAVVN BY S. FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 1 1/2 NOTED SCALE SHEET DATE 03-19-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BUILDING AND STAIR SECTIONS PROJECT NAME )ARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY 0039 0039 LOT/BLOCK TBI NUMBER MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER A7.10 SERIAL NUMBER 1010,0 cn 0 LU LLJ ce >- CL C) Q) 11.1 Ce Ce LIJ E- CD cK c0 _J CD F- 0 S DRAWING ARE OWNED BY AND THE PROPERT) ›- rfl0 11.1 LU LL( c•Z, UJ ce c 0 0 LL 0 1 0 (.) CL Ce 0 C/91 UJ LU (-9 TrTf' (3 LLJ UJ (1) LU 0 LLJ LJJ 0 J 11.1 (3 CL 0 in 1-4 Li_ in' 0 LIJ w I (A 0 c 0 LJJ in w ›- -2... 0 cs, (i) • w ' 21: 0 UJ 0 Z?" < LLJ LL. LL1 Ur) ce Liu I-1 it :- (1 2:C) cre. 0 .2. IA < 0 '- LL1 0 LU c LU __J LL, 1-1 0 0 u - ‹C CD F- CD 6" X 1" RAISED ---- SMOOTH STUCCO NN„,, BANDING, TYP. TYP. 7 ,-402 \ .2.10/ (2017 I \ 1 •1 ---- ,1 1 :-':::: I rfT I . 1 ,ENTRY zLEVAT A5.2.103CALE: 1/4"=1I-0" ti UJ (._7 CD LJJ I Lfl ,--1 2" X 2" STUCCO DRIP EDGE (TYP.) 4. TOP OF ARCH VERSAILLES- 20SCALE :NTS 1 SURROOND 10' 1'-4" 302 LEDGE tpi SCALE ( 701\F,ASCIA MOLDING :\5.2.1.07 SCALE :NTS 1'-4" 7 307 LEDGE SCALE :NTS 312" /402 15.2.1 3'-0" 3 APPLI U SCALE :NTS MOLDING SCALE:NTS - - - 6" X 1" RAISED SMOOTH STUCCO BAND SCORED STUCCO 302 A5,10 ,) 10 1 W rEirO MY MM r PJLYYD ON I MS DP 1 NG CL UFS WWW AM MMM Sq16 tODE IN Wr-CT AS 01 1JA ir DY CFR 11[1C.ATISN SRN! JUL 0 8 2013 LI IA <1 fl __I DRAWN BY S. FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET LATE 03-19-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION EXTERIOR ELEVATION DETAILS PROJECT NAME PARKLAND GOLF & CC AMBASSADOR I3ROWARD COUNTY LOT/BLOCK 0039 TBI NUMBER 0039 MODEL ELEVATION NAME ) VERSAILLES 0 SHEET NUMBER • A5.2.10 _ SERIAL NUMBER 1010.0 r0 Lr� CD • Ln CD • -i LLJ : LLJ (r% C) LJi = (/7 L.) L. (1 (.' LU 0 0 Li 1 I UJ c J LL. 00L-- 4Vh-0 rl C N LO ICY Cay Ca >- 0 0 • u_.. H CD C] - Q0 LLJ © uJ Q H ZD • Q ce [L' Z. ID 2 DCA LU L• 1 F! uJ < LLJ Z co L>1.1 'FT -• _ Ca - UJ C� ©_T._ ▪ f— o UJ In J w 0 > LLI 0 I-:, 0Ln z L`a'x 0 LU (av)Q t1J n C!7 • C.Y.. 2-7 LU Q Ca J ? • d LJJ L Ci .1.. Q (.9poC n. .CD V eY_ Et a z 0 La. V C. ._J F—. -27 c. (n tLJ UJ 0 2: Ls-.. c tJJ NDICATED OR REPRESENTED BY THIS 1/11 CONTROL JOINT (TYP.), SEAL FLUSH W/ POLYURETHANE: SEALANT & PAINT, TYP. SECOND FINISH FLOOR FINISH FLOOR REAR ELEVATION SCALE: 1/4"=1.'-0" ROOF VENT PER CONTRACT, TYP. 6" X 1" RAISED SMOOTH STUCCO BANDING %" CONTROL JOINT (TYP,), SEAL FLUSH W/ POLYURETHANE SEALANT & PAINT TYP. VERSAILLES ROOFING PER CONTRACT, TYP. }'-41 TYP. (J ca_ 7-- ROOF VENT PER CONTRACT O'F-IAGIN'S CLOAKED VENT TILE - NOA #09-0316.04 (1YP.) ROOF SLOPE PLAN SCALE: 1./8"-1'-0" ROOFING PER CONTRACT, TYP. ROOF VENT CALCULATION: 2726 sq. ft. CEILING AREA 150 18.17 sq. ft. (REQUIRED) j1 ! 411 d� _ ,TYP. E: 5/12 U.N.O. VERSAILLES LEFT ELEVATION SCALE: 1/411.:.1"-01' 6" X 111 RAISED SMOOTH STUCCO BANDING VERSAILLES 10'-0" SECOND F. 10,77 ci flit B S1 OF MY KNOWi LIi(,E, 111E Iif S1iiN LFPR IL ON I!!IS UF"A'hiNG COMPLIES WITH THE APPLICANT MINIMUM BUILDING ( ONE IN EFFECT AS OF NATE or CERTIFICATION SFI(fW JUL 0 8 2013 aROBAFP i Y, AIA AR 91''7 L I U w cr) C) CT/ C.) P� I -I A kr, I,I 00 r1 cn ,S DRAWN BY S. FOX CHECKED E3Y E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-19-13 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 0039 TBI NUMBER 0039 M0L)EL_ LLJ (-9 SAVI zRO ELEVATION NAME VERSAILLES SHEET NUMBER A5. SERIAL NUMBER 10 1010.0 2: IL— < — (I) Z: LL- I • w ct_ ce. 0 LLI LL_ LU 0 LU LLJ > F- LU 0 00 < LU _J :-"-> > LLJ U-1 0 (f) to F - IH LU uj ce L1J ›- LIJ 0 LIJ LLL 0 Ce (.1) c LLI 1-- 0 CL1 0 1-- ()._ 0 1.1.) fa_ 0 CL LLJ 0 ›- cf) ES1 In LIJ cn >- cc) 0 LU 111 LL1 LLJ cyf C.) FOR ANY PURPOSE 0 0 0 In (f) 0 0 I":11 0 0 "" (1) 0 111 _J ce LI_ w -J a) Cr) 0 LIJ UJ USE 0 LLJ -1 LL 11J - rY LIJ :r ce -2: UJ - ce LUD 00 L..) -701 TY P", DECO. FINIAL DECO. PRECAST CAP 1" RAISED SMOOTH FINISH STUCCO "QUIONS" W/ 1" WIDE SCORES CD CD 7-- ROOFING PER CONTRACT, TYP. / TOP OF RIDGE MEAN ROOF HEIGHT (70 // 5.2.1Cy TYP, ------- 6" X 1" RAISED SMOOTH STUCCO BANDING, TYP. U.N.O. SECOND F.F. r‘l 4" BULL NOSE SECOND_FINISH FLOOR FINISH FLOOR FRO ( 1 \ 5.2.1.0„) BEYOND NT ELEVA SCALE: 1./4"= ON 101- 0" 41-4" ) RIGHT ELEVATION -= SCALE: 1/41 ' VERSA PROVIDE 16"X16" PRECAST VENT BLOCKING W/ BUG SCREEN 2" X 2" STUCCO --- DRIP EDGE (TYP.) VERSAILLES FINISH FLOOR ROOF VENT PER CONTRACT I/2" CONTROL JOINTgYP. SEAL FLUSH W/ POLYURE AN SEALANT & PAINT, TYP. ) NOTES: PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC, OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED OTHERWISE. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U N.0 - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST FROM FOAM FACTORY INC, OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS, - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATI( FAUX WROUGHT IRON ALUMINUM. - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY 1 MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER, NS TO - THE BUILDER SHALL BE RESPONSIBLE TO SFr A MEETING WITH THE SUE3-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. 119M10,01.104•14011111101.116 ..R.111911*, ROOFING PER CONTRACT, TYP. ID 1111 Bi sl of MY KNOW, 11,01., 110 L0C1,,N 10 PITIED (01 11110 DEEMING (0011 100 WETH THE APPLICABLE 01010110 BUILDING 000E IN El EECT 00 00 (.OTE or CERTIFICATION EF0O0 JUL 0 8 2013 .„ AFoN f BARI LY, AL ')l '/2 I _1 Li Con 0 I I.:I I....1 DRAWN BY S. FOX CHECKED BY E. NIEVES SCALE. 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-19-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FRO\T & SIDE ELEVATIONS PROJECT NAME. PARKLAND GOLF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0039 1131 NUMBER 0039 MODEL SAV ERO ELEVATION NAME VERSAILLES SHEET NUMBER A5.10 c1":24 SERIAL NUMBER 1010.0