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HomeMy WebLinkAboutBuilding PlansFile Copy lira Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails RIGHT ELEVATION 12 4 1 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE. 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with aelf sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and rqg spaced 6" o.c. at all laps and two staggered rows 12" o.c. In e deck to trusses using attachment detail on this sheet 5/8" thick light textured / stucco on typical concrete block construction SCALE: 1/4" = 1'-0" 19 Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TES piration Date Design Pressure of Approved Teats I,2,3 t4 FL# 11499.2 Single Hung Series 185 Model 824/811 9'-4' max width 16'-0" max height Design Pro/ smoothiq. Mi Windows and doors i7, x cone Wui antrii 4n LLetLon at maX From each caner end G�o.c. thereafter throng T 6uck Into aopd filled CMU wall maintaining min 2.5" edge distance In strict adherence to the product a r.val. ± 60 psf A I6-0330.02 Overhead Garage Door DAB net x uc to eencni. a vet s ee vet U s55 ba vet 3/e x L' HMI HLC 8bwa aches at 6' a.c. th 2a' din..fro. wed an 1' wipe di.tanee. In.tall track to buck rip nl 5/� . 1'Ts/e' na thread kp "rem m aeeh hreebt mrntammg min. of IS edge douse- GC t. atn:tig adhere to product spprwal revile 1110 aaanr an rater wt. 10-9-21 + 50.0/-60.0 par B FL# 16614.1 Fiberglass Jeld-Wen Elco 1/4' dia. tapcon with min 1.25" embedment at 3" max from corners and 115' o.c. max thereafter in head and jambe. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doors x t� cane WW i . penetration at G max. rom each corner. and o.c al Jaauble row thereafter through PT Buck into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model If Manufacturer Attachment Method Easpiration Date Design Pressure of Approved Teats Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" topcona with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per chip as shown in product approval. + II8.9 PSF _ Roof FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supplg and manufacturing 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 0 crews with self sealing washer at 12" o.c. max Vacing ovper ASTM D corrosionlareeiistant tin caps and with I25"laringand laps fasten lwithfelt shank nails spaced G' ox. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2' battens at 6" o.c. screwed to soffit framing using 48 x 3' wood screws at each truss. Install soffit to battens using OJ2' cha. x 1.5" Iona rina shank mails with S/8" dia. head. + 55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 15' o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Finish Columns with 5/8" thick cut coral finished stucco bands z IN 5/8" thick x 8"w cut coral finished stucco bands ®E Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WIL61.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet 12 4 ISLOPES 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION ■II �i TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILP OF THE CONTRACTOR OF AEGORA ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12" P c PLANS AND ALL PROPOSED WOE RE SUBJECT TO ANY CORRECTIONS SQUIRED BY FIELD INSPECTORS THA MAX B< . fvECESSARY iN ORDER TO 0P;1pLY WfiH A,LL hPPLICAY'I.E CODES 5/8" thick x 8"w cut coral finished stucco bands 4t1'105. 0340 5T. LUCI rnL-\Tti' 1,1117 n„" ViTiIS1GN RrVirS',cD 1'Ue'v !'iV?F .t.4:dCE SCALE: 1/4" = 11-0" DaTE PLANS ADD P€foln MUST BE KEPT G T J1 % r�. Cryq _-JiT 1A, rr i Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 4 1 SLOPE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 0 2'-2" �� 5/8" thick x 8"W cut FRONT ELEVATION L E` v, A T I O N coral finished stucco bands SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORD AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Nor -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Buildieg Design is: Enclosed Risk Categoryy: II Wind Velocity: 165 mph ultimate Mean Roof Height: I��� Qp" Roof Pitch: 4:12 Internal Pressure Coeffriclent: ±O.I8 SubJectabdity to damage from: Weathering: Negligible Termites: Verg Heavu Width of Roof End Zone: '- " Wind Speed: 145 mph ultimate Wind Exposure Classification: C1yK5i°PITCH p ` eIAd ustment factor for Ex osure Hht. 1.21 x 0.4 = 0.126 p 9 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; OL+0.6WL; 0.6D1.+O.610L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Ye__a__ EM = Roof Zone 2 Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: M= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _ 45 per FLOOR DEAD LOAD: 1O of JOB ,ADDRESS: �OoArA File Conv FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior t0 36" high by 4" diameter proceeding with workSteel crash post. Floor p in g . Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements_ expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have Slab (3/8°t 5o ksl steel plate) a minimum 1,400 P.S,I. fiber stress. `" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r2" ALL Concrete used for vertical filled cells, cont, tie beams etc., to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix >3/a° o - L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. s 1. ALL wood in contact with concrete shall be pressure treated. o 0- 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. y1 2'' 2'/," /1„ 12. Lowest finished floor to be set bg Governing Building Department L" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.10 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R31L - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C3L, C79, C415, C514, CL30, C931 C9L0, C1002, C1041,C1117, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R702.3.5) Masonry Beam I x 6' P.T. Buck nailed to Drywall block with case hardened nails / prior to door attach Location Orientation Framing Membering Max. spacing o Nod sag options for Thickness Sparing of fasteners installation of drywall into 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R31L. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlagment installed with min. 4' side laps and (" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor with (10) IOd at each truss x 1 1/2" nails 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. I8lolbs. 4 at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x b" Sub -Fascia Lt Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute Kaycan Pull o vent vinyl soffit installed precast lintel filled with concrete and (U #5 bar cost. for bottom row over openings usingg 1/8" die shank x 15" long gals. rocFing nails with 3/8" die. head per product approval - see chart sheet #1 1/2" drywall over I" x furring PI strips at IL" o.c. with R4.1 -toll Insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete i as and shall meet all pertaining ASTM codes. Mortar to be Type M" only proportoned per FBC RLOIJ block construction and Mortar Jonts shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar w/ 30" overerllapap Fill cell with concrete and at each filled cell (U tt5 bar vert. (typicaU. Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR C xO 1*10/10 WWM on L mil Visqueen over TT Z clean compacted termite treated fill Illii ill lllii ii l l l III.:'.'•' iii II--ii�ii -1 -H-III I II I I I 14" x A" Concrete footing T �/ /'� /\ 14" with (2) #5 bars cunt, and its I CAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" IN Bottom C�i11 N.T.S. AREA CALCULATIONS Living A/C = 1'120 sq. ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft, Entry = 28 sq. ft. Total Under Roof= 22-15 sq. ft. 2" VTR JAL Attach buck to block wall with I I 1/4" dia. Elco conc screws with min. 1 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 21' VTR Exterior face 2" x 6" PT Buck of wall arias ( 1 I I 2" 1 Master I Lay. 1 48 Wood screw& thru jamb mtgb 1 at each hinge and 15" o.c. D e t a l l at Door prior to door attachment max an 2• Lev. 4" 1 2" VTR NTS U.I.C. ; JIL INSTALL VULKEM BLOCK SEALANT 1 ON ALL JAMB, HEADER, AND 21 SILL BLOCK PRIOR TO BUCK Sher. 3" INSTALLATION Kit. Sink Install windows thru buck Into Kitchen I 2" block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max Lay. Exterior face at head and elfl per product approval of wall / \ Buck to be I" x 4" PT 3" v arias�Eo W.G. 7Qa./�� Bath #2 Sher. I"x4" P.T. Buck nailed to 3" Detail a t W i n d oW S pock with case hardened nails prior to window attachment C'0' To septic NTSPLUMBiNG RISER NTS Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment r r fixed door sliding door 1 1/2" Sliding Door Detail At Masonry Wall NTS Masonry Wall al Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. From each corner and 20." o.c. max thereafter at Jambs per product approval ],,.k Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE 1. 4'-5%`x 5'-3%&" 54%a"x 63%4' i5" x 63 %;' Single Hung Single Hung ZONE 4 ZONE 4 2. V-2Ye"x 5'-3 %s" 3. 2'-2" x 3'-2%2" 21%2"x 3851s' Single Hung ZONE 4 4. 3'-1" x 5'-3%s" 38" x 63'/4' Single Hung ZONE 4 S. 4'-5%a"x 4'-2%" 54%"x 54Y." Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41"%' x 83%," Fiberglass Panel - Inswing ZONE 4 C L'-o" X 4'-8" 14" x 81 %2" r,; ` tar Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %' E 2'-L" X C-8" Solid Core - Wood - L-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x L'-8" x 1 N" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - L-Panel J 2'-V X V-8" Solid Core - Wood - 6-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be veriFied by contractor with manufacturers specs prior to construction Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34994 UAAC000032 21'-0" 3'-I0Y2" EE EE 1193 1 IE)E O "" EGRESS E E PORCH o E � WIRE LATH t STUCCO a O_ MASTER CEILING BEDROOM E uU c E m 8'-O" A.F.F. • 00 w - Flat Ceding E OE O " M OO E E EO LE,;; if I T 6 1174 8'-O" to 9'-8" A.F.F. Vanity to be Vaulted Ceiling 34 %2"high I E I 20' 8" Rod t Shelf � E G R EIA T ROOM H.B. ch O I I v (V r ❑o cv n 1 E s 2" x 6" knee -wall rro L O S E I N below top counter 1 1� I LINEN - - - J W all p(Y ❑CABIN Rod t Shel �e F\ I E y. I W/ j DINING t----_1 ` ROOM � iv s F- o \ 1 E +41" HIGH WAL11 111111i-O" to 9'-8" A.F.F. O 1 Vaulted Ceiling 1 8'-0" A.F.F. I E E Flat Ceding VERHANG q E ° I . H iv O - r n Upper cabinets to extend over Ref. 12'-6MICMV" (y ❑ E NON -VENT THIRD rn m 41_0" REP 36, _ BEDROOM 0 ONI G � A.F.F. °AV N _ _ _ _(Ij1 Flat Ceiling W ° A/C r_ E R-II Betts IrwleGan I 22" x 54° \�'-"-/ W N 0 ❑ `i�.l r #I Attic Access I1 Provide auto I with k lit is 111 closer t_---9 \u?I 4 O - ijl it 4"(P Steel Ballard ° Iro See detail on this sheet K, � J J ❑ E S " Loren � ou le I 150 mp 4nE ILL Pang Han n H G R,4GE IB 9-„ O - m 8'-4" A.F.F. Vanity to be I I �" 3 y H.B. ry 2"hig O 0 Flat Ceiling I I O o n E O r-----------------1 ® pouubleHan m c I aViag g :r Block wall in I- - E O -" - I garage to be I " E MT " E struck block O I C EME G��1C QJ (Y i i EG E 4 -91, 4' S„ NU' a av I I r o0 - E I I 8" _ EEl IL-101 1100 1 "o Ik ® c�� SECOND zoo z809 BEDROOM O Cn Flat Ceding ❑ ❑ � EGRESS " °E E E ON O 3'-4" 9'-0" 3'-6" 2'-8" 2'-8" T-2" 9'-6" 2'-2" 15'-10" 5'-4" 13'-10" wQnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL GARAGE LEFT Date Drawn : 5-9-11 Drawn by: C.C.U. Checked by: D.R.S. Revisions : Sheet I Comm # 2. 112-ioo OF 5 STRJCTJFAL NOTF_S: L ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, 9 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2600 PSI IN AREA OF BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 -I• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17 FOUND/4TION FL/4N MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... �. Contractor to provide filled cell with concrete and 1 US bar vert. at 48" o.c. max. Provide (1) filled cell on each side Of Openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 2�" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell ___SECTIONS 4" concrete slab with ribermesh OR 6"x6" #10/10 WwM on 10 mil Visqueen over clean compacted termite treated fill m —— _ —I III 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" 1 TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. step per .::..... .. o foundation plan N 10" (2) 3*5 bars cunt. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into iintels above ILI Verifg house slab height in field Top of footer 16" below rinished floor SCALE 1/2" SCALE: 114" = I'—O" FOOTING SCHEDULE Marki size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS FQ 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 With th With Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE M — 111 PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ Grade tMIE SCALE 1/2" = 1'-0" \SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill O'-O" ® F.P. 14"w x 14"d concrete monolithic rooting with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfillmg and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 1*5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location V�i( Double Filled Cell Column NTS 2" x 6" 3/8"dia. PT wood secured x 6' anchor bolt with it is" o.c. Braden It Braden AIA, PA overhead door track secured to wood jamb per manufacturer's product approval Architects — Planners Coconut Avenue Garage Door Jamb Detail Tel .S.E 2) - GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fax : (112) 281-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT E-mail: bradenaia°comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart_ FL 34996 #AAC000032 0 0 r z (Y v H.B. 21'-0" 12" x 12" concrete column block fill with concrete and (2) #1 bars vert nto lintels above r-— — — -_-----O--—----L—° J -- — —— FI — — I I F4 L T Filled cell under FI I girder above FI 24" I Rear Porch Slab to I be poured separately UJ F4 I r J from House Slab. O 1 v O -O Thicken footing to t O N 24"w x 14"d x 24"L -I I under filled cell 0 n under girder bearing. 100 OO �EHJTTO D OC L— a --- -- FI \ Rear Patio/Slab to FI be flush with bottom of I I sliding door recess. Slope I" F_ I I� I I' I _ I� I FI F- I I� I o ,[ I° I I 4" concrete slab with fibermesh OR I 6"x6" 410/10 WWM on 6 mil Visqueen over I C clean compacted termite treated fill I FI I I I L F- oII I I- I �- I I� �I IL I I I FI I I I I — — — —FD— — O O I —WH I I C 4" 0 Steel BallardI- See detail on this sheet I I 1 Q I I i_ `— I I I I I I I I 4 concrete slab with fibermesh OR VxO #10/10 WWM on 6 mil Visqueen over I I a l O clean compacted termite treated fill Lill, O I Cy I I Fi I c> I Osi in O O I I F5 0 N I FS Recess for I O I I 0 L ----Garage Door --- J° ,n I I 0 12'-6" 0o ao nn nn — — Wwnne Sullding Corp. THE ROYALE Spanish Lakes St. Lucie County Florida I FI I I I I I �I I I I O � � _ / ° n n T-T-T- -T-T- n r° 1 31 - �'. 2'-8" 1 2`8f-2' 91- 6 1p 5'-4" 13'-10" MODEL: Date Drawn : Revisions 5-9-11 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. H.B. ,,-n nav m Ein m File Copy, N CV 0 0 0 0 r Sheet Comm 4 3 12-100 OF 5 ♦.♦♦♦♦♦��♦.♦+♦♦� � ♦♦♦♦lam.♦♦♦♦♦♦♦�� E� . .. .. Ke Area Ede Field Fastener Pressure Zone I ro" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank l6 psf Zone 3 �" "�" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf Ver�la Concrete Lintel Provide #5 bars with min. 48 bar ROOF N Provide #5 bar act in re -cast diameters overlap Into beam. Tie lintel into beam where length filled cell g h of ^,4 Scale : 1/2" = i'—O" steel into continuous the opening calls for it. beam block p g — Overhangs u at 1 —O unless Otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet latee,l. Provide Cast-Cre,= 8U8-OB/OT 1 '� -. - — Truss shop drawings to be provided by manufacturer preclintel set in mortar Min. 8" Bearing--- - — Any changes to this plan shall be submitted to the �'_l 12"x 12" Column Block Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS ::i,)-Y':w architect for approval in writing prior to starting construction. ~' ALL TRUSS TO TRUSS CONNECTIONS BY :.a TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior ovide PT Buck ' to construction for layout and uplift verification :ached per jamb i:._'`.j Poured Filled Cell ails into filled cell — Contractor to provide for Form Board Survey and to provide f',::',1 4" Pre -cast Form Board Survey to Truss Company prior to truss constructio 5d1 I I ! Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. i dp, „ Concrete Footing (gee footer schedule —. for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = l'-O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x I.5 nails at 4" o.c. <r Install Simpson MGT into wall using r 5/8" die. threaded rod act min. 12" \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at G o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced A" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel i� �� i� i tt5 bare �_ Lintel 15ar Clear A B '• Length Length Span Bars Bars r `:�: � r - ;.>: � :�, • � CLEAR i ....^ i i ^ %? i i i ;' i 2'- 0" 2'-8" 1'-6" 2,33 none 3'-4" 2'-2" 2 #3 none 8F8-OBAT 8F8-IBAT BPS-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none tt5 bars CLEA 4'-6" 4'-4" 3'-2" 2 *t3 none ti,•': no Row of "H" .•a:i' Block Above '-2" 4'-O" 2,#3 none 5'-10" §'-8" 4'-6" 2,94 none r - Precast Lintel 21*4 none i Additional r---- if 95 barsL_J �-__-� - l'-G" O" G'-2" 2 45 none 8FIL-IBAT BFI6-IB/2'r -10" l'-O" 2?tS none NOTES: I. min. coverage of steel=l.5" 2. min. bearing requmed a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for remf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Size Tap Steal S12O Max Gravitg Load (PLF) Max. Uplift Lied (PLF) Maxi Lateral Load (PLF) L22 2'-2' 3'-L" 8F8-OBAT 1 tt5 3069 1544 1024 L31 2'-V 2'-8" 4'-0' eFe-OB/IT 1 #5 2541 13L3 163 L45 4'-5" V-10" 0Fe-OB/IT 1 tt5 1105 409 339 L50 V-O" L'-L" VS-OBAT I #5 1238 835 121 LLO 6'-8" T-AN 8F8-OB/IT 1 #5 1011 121 534 LBO 8'-O" T-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 T-O" IO'-L" 8F8-IB/2T 1 #3 2 #5 643 530 401 L90B T-Om IO'-L" 8FIL-IB/2T ONE 1 #5 2 #5 111 1183 401 LI00 10'-0' II'-4" BPS-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0' ll'-4" 8FIL-IB/2T ONE I #5 2 #5 136E 1028 452 LI20 12'-0" 13'-4" 8F8-18/2T 1 #5 2 #5 411 428 324 L120B 12'-O' 13'-4' 8FIL-IB/2T ONE I #5 2 #5 1015 110 324 LI40 I4'-O" 15'-4" 8FIL-IB/2T ONE I 95 2 95 1250 409 259 LILO IL'-O" IT -Alm 8F8-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" m'-4" 8FIL-IB/27 ONE I #5 2 tt5 950 500 191 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR AbL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRLESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x I I/2" Wads — ( 24" o.c.) supporting Max. 181016s. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub -Paste Kaycan Pull o vent vmgl noPfit installed uwigg 1/8 dm shank x 15" long gale. rooting Weis with 3/8" ilia. head per product approval -see chart sheet #I 12' x 12" concrete column block filled with concrete and (2) #1 here vert. tied_� in[o hntela above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer A" below finished floor 12 4 LL U Co crate Anchors Per N i Ma ufacturers Specs to Poured Concrete or L � concrete Klock wall I/9"Maz. ,N O rn In Aluminum Panel Sizes per manufacturer zv• H a M p Vx See Tyeical Stud Detail � L I �� to) N i v 1/8" x 3/32" Wing Nut w/ �to U i v appropriate washer and epang W � O I v per manuracturer'a Details E Q) � — rm eau I d � N a3 .ova" U CV I q m i I a � i E I I i I I i i les• I Stud Detail Poured Concrete or I NITSO concrete Klock wall \ I Stud w/ Die Cast Ant \S Nickel Plated Wing Nut (y I/ 1" Concrete Anchors Per Il^ Manufacturers Specs lU Flush Mounted Shutter Detail = nts Aluminum Drip � Edge 8 Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web 2" thick stucco on 3/e" hi—nb lath attached to horizontal and vertical wood framing with Wade or staples to provide M. lees than I-3/9" penetration into horizontal wood framing and 3/4" penetration into vertical wood Premmg members 5/8" thick fight textured stucco on typical concrete block construction Varies - see plan 45 bar veil. w/ 30" overlap at each felled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 'r IT Brace Gable end with 2" x 4" SYP tt2 Sft back Walled to bottom of top chords using (2) IOd nails at each Huss RE-ENGINEEkED WOOD TRUS • 024"o.c. TYPICAL ( shop drawings by manufacturer ) 1/ A " \R-30 blown fiberglass In bottom chord of trusses a T 1/2" drywall with smooth finish Two rows of beam block filled with concrete 01 ° and (U #5 bar cont. in each row. Substitute "o precast lintel filled with concrete and (U tt5 � IO bar cont. for bottom row over openings O I/2" drgwall over I" x furringg 16" PI strips at o.c. with R4.1 -foil w Insulation on tgpicnl 8" Block wells � All drywall to be Installed per FBC R-102.3.1 w i and shall meet all pertaining ASTM code. ao Mortar to be Type "M" onlg proportioned Der FBC R601.1 and Mortar points shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas lax. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base J spacing at openings 4" concrete slab with fibermesh OR G"xb" #10/10 WWM on G mil Vlsqueen over clean compacted termite treated fill Simpson HETA 20 hurricane anchor at each truss ( 2-4" o.c.) supporting Max. 1810 lbs. uplift HSTA 2 L45 BI �- BI BI o N � � N 131 Strap truss to wall using Simpson MGT with 5/8' die. threaded rod with min 12" embedment Into beam either wet set or in epoxy with (22) IOd Walla into truss. Add blocking to truss leg per detail on this sheet II rylU; II II II II II L90B H BI BI I 12" . OWE 131 BI P rip VQd� 11. L L-1 1 • sI is e irr ED ou BI L45 L45 2) a wash 4 Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 BI SLOPE 2G a. 5v crimp metal roofing attached to plywood deck using #q x 1.5" ype JOEL u er yme i s a e with min. sl a pa an en laps Fastened with corr aeon resistant tin cape and with 1.25" ring shank nails BI spaced G" o.c. at all I sand two staaoered rows 12" o.c. In field. AttachWith IIII i tt- x D"i' I I Aidc Access L31 =10 I BI Q I I L31 I R7A1\ 1 I / I BI I \ I 111 L31 Q- BI BI BI L908 BI L90 HETA 20 Simpson HETA 20 BI hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift I BL45 I I � IN I I � I � l I I I I IN I- 111111II,��IIIIiiiiiiiiiii {III ,1�1 =IIIIiIIiII=j1i 3 Typical Section at front It Forch Scale I/2" = I'—O" Braden Braden ,41,4, P,4 Wynne Building Corp. Architects —Planners 411 S.E. Coconut Avenue THE 0 Y L Tel (112) 281-8258 Fax : (712) 28�1-8283 Spanish Lakes E-mail: bradenaia comcast.nei St. Lucie County Florida Stuart. FL 3499E #AACOO0032 MODEL: Date Drawn Revisions 5-9-I1 GARAGE Drawn by: LEFT c.c.u. Checked by: D.iZ.B. SLOPE 7-1 4 . Sheet OF 5 �k e TCL � L X � O r � rn L a` LLI L 4:N N o a n3 6 pO E � cn 16 � r O LLi Comm # 12-100 PANEL "A" DescrIOVDn Wire Load BR Poles AHU � #10 3.5 kw 30 2 Ran a #L 12.0 kw 50 2 Poles BR Load Wife Description circ# circ# 2 40 TO kw #8 A/C comp 1 3 2 4 L 2 30 4.5 kw #10 40 gal. water HTR 5 l 9 8 10 2 1 20 1.8 kw #12 Pump Or er 910 5.0 Its 30 II 13 12 14 Dishwasher 1 20 1.5 kw #12 #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave i5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il is Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw, #12 Garage Door Opener 23 2q Recepts #12 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepte 412 - 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 1 is #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 I IS #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 - 15 I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft.) Small. Appliance. Circuit(s). , , ..... , .... Range .... ......... ......... .................. ............ Refrigerator Microwave ........... ............ I ..................... I.... Dish Washer ................................................................. Clothes.. Washer ... ........ -.................................. Clothes .Dryer ................................................ Water Heater Water Pump .................................................. Garage. Door , Opener ................. I .................. 1 1135 3 5,205 2 1,500 3,000 I 12.000 12,000 1 1,200 1,200 I 1,500 1,500 1 1,200 1,200 1 1,200 1.200 1 5,000 5,000 1 4.500 4,500 1 1.800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10.944 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Leend $ Single Pole Switch ® Recessed Can Light Double Pale Switch ® Egeball Recessed Pe Push Button Switch Exhaust Fan ==8 Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Wall Mounted Light w Waterproof, ground fault interrupter PCLight with Pull Chain (attic) Computer Connection Jack Flood Light ® Floor Duplex Outlet © FFm-1 Carbon Monoxide Detector 'I& Q Thermostat m Electrical Panel Electrical Mpter ® Central Vac rc":� OS Smoke Detector Ceiling fan A/C Discor±nect 2 x 4 Florescent Light Intercom © Television Jack Telephone Jack nc nsc I x 4 Florescent Light ® KR Speaker Hook -Up i❑ ® = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verlfg location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed sgstem shall be full operative. 13. Contractor shall pay for all fees, permits, testirlg. and inspections including blower testing where required 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liabihtg and propertg damage for the duration of the work. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical sgstem and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 42/0 Aluminum feed 1'h" Conduit 2'PVC I 2' mgd service FPL Vent thru AiC SEE MANUAL J. and Energy Calculation for Unit info A/C disc. AMP ISO PANEL #L coppef wire cant. refer in a1a6 ELECTRICAL RISER 150 Amp Panel 139 CFM IOxlOxl MAST R BEDROOM 139 CFM IOxlOxl 12xl2x101 i B/A I 8 CFM II - - �-j I r I KITCHEN I 144 CFM 12x6x1 \\\ 22' x 54' H l Attic Access with light L - - - 4" 0 Steel Ballard See detail on this sheet GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I I I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical sgstem shall be completely and effectivelg grounded as required by the latest edition of the N.E.C. 20, All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below T-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 a 163 CFM IOxIOxI A101 12" PORCH I I I I Center Rigisters on ceiling ran I I I GREIA RO(Dim r� Lyl 12xl2x9 B/A MECH/4NIC,4L 163 CFM IOxlOxl DINING ROOM THIRD BEDROOM 13CFM x4x4 84 CFM IOx6x6 215 CFM 12x6x1 SECOND BEDROOM O=THERMOSTAT LOCATION SCALE: 1 / 4 " = 1'- O i Vent thru Exhaust Duct Thru Soffrt, E L E 4" Exhaust Duct Thru Wall wP GFC SCALE: Post Light with Photo cell \ File Copy Exhaust Duct Thru Soffit f Wire For Front Post Light er Post Light on corner �l LIFE SAFETY WARNING A this symbol identifies Life Safety Warnings that should be read A givenspecial attention by all persons installing trusses. I. i' 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE 30' Span or less 0 degrees or less 4 1 /2 —► Line span approx. Truss must be set this way if crane used. Truss is on example, your truss may not match. Insist crane operator sets truss this way. 30' to 60' Span �� SDreader Bar ITag—APprox 2/3 to Line 1/2 of Span REFER TO BCSI ass must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A AIR HANK=)OI—IE=R NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder H IP LPRRIER LO(AIED AS OM ENSICNED aN UY W r �Zlit Mf.IfB Nse Non ,N ITBEVeED. F UW BEE3I.W NO h8 2e0I THRu I I aORNERACKR L ONLY 2J• �t'�i8 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY as tabs ails. SEAT PLATES BY CHAMBERS a I` a it M t at I I I I I I I I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 `__. heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL 0 r k ® ARRANGE WITH CRANE OPERATOR IN ADVAN Do not stand on trusses until they are braced per E 5' 14' 21, 2'-1 1 • 1 2-116" N • m m m 0a m m m m m W EO 4A.1 rb V N ICI ��m N J2 N J2 ED J4 Jon 0 J6 t 9 l J6 GRC AS I A4 1 A3 I00II A2 Al I I Al I Al I iD I N Al 13'-72" 121 I IN . Al I I I Al I I N � Al I Al _ ` I Al n --_— — — — — —--r--i�— — _'_-- -- --- — — — -- A 2 A WLoO ~ N U- A Q Q I- A Im_i ru �t /j2 \ Z A W U p m Q LU - A F Z O A m Cl) A 'SETBACK BOSTON HIP TRUSS BH7 GRB r gm I J3 �,h i LO B : I Jt B B GRA r I I I I �P �i•9 �@ I I JC ip JC o e . I I N fV - F- - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - )0 No 11-8 15'-10" 5'-4" 2'-2" 9'-6" 2'-2" 35' GARAGE LEFT ICE FOR A SPREADER BAR OF 18' - 24' IN LENGTH 3CS1 & properly nailed to straps & hangers GARAGE RIGHT `[U�kv:l 9 CANEEMENT IS SIGNE dssalption of the Property where the trusses will be Instaged ha . ); Tlusaea xtk be made N strict ecmrdence wkh Nis truce placement dlagrem layout, ttlrh b tlls axle authodry for determining sucaseNl fabdcetlon otlha Inasea. 3 Ale dlliI vn non N thle byout have been verMed by the undersigned. .UMees written notice b proNded by certlllad mar to Chambers Truss wlNIn tars (l0) M. of delivery 'he taMerelgnod sprees that ne badcgteryes will bon atiowed. In the evert rdt wrlkan notice b fumlahed Chambers Truce shale have three (3mbers) bfua�J'nness days h which Thl e u danlirs pnad�edmowledpes rocoolpt ot're9031 i ai C' summary spheet by 7pl d WrC0. 4 i. .vary Is b Job site. It b the buyeri responslbllky to make the Job site dulbble for III . Chambers Tnrss has the sole authorky to determine Ihs sultabllky.of the Job dte o} e 'litlon of Ms)ob site for daMery. Chambero Trues will be roeponalole for dump delivery Dray. le.biryer b responsible for additional delivery expenses k Chambers Trues had to rod on So Job site le not prepared for dellvmy or buyer is not prepared mr tlelNe of trusses. 3eoIs tseponstole to Chambers Truss for towing coats due to alto co dltionI 'y 9?;1Mg r ss shown In paragraph 7 below b aub)eot to change H a ry changes are, made b e A $50 per hour fee for rewslons may be eherpad by Chambers Truss. Is Is a PURCHASE ORDER to Chambers. Truss of Ns aurta ogread to, or V nt<. ant a reasonable price, Invoice WIN be made an delivery and geld wINIn IeD nr of ne elNery. Imrolce may be made at scheduled date bf delivery If buyer cannot axup Niel y'of filbrialed trusses. The undersigned agrees to pay Chambers.Trusa to )me fee for cogectlone In evert of payment not timely made, 1-12 %per month carvlce True will be added for all sums not paid wkhIn terns. Signature or In'gets 9nywham on this sheet conarI agreement tb ale tertna'hereln. .,In cendderatton of Chambers Truss extending weak for tills material d7a undesigned ondltonary guarantees payment when due of any and all Indebtedness owed to imbers Truss by any entky receiving material arW the undersigned agrees to pay such rbtednsse Induding attomeya fees, k default In plant payment for material be made by the ): In the event of any 109atlon concoming this agreement, the kerns fumlehed hereunder synbnts retained to herein, the Portia$ agree that the Wale County, Florida. sole venue for any such action will ;I [.;Design responsibilities are Per -Notional Standard And Recommended Guidelines On Donatbktties For Construction Using Mehl Ptete Connected Woad Trusses VTPWVTCA 4 - 2002- MD �----.—. :—•moo-• GMiilflple ply trusses must be fastened together per engineering `$$fore they are set; failure to do so can msult.ln roof collapse.' orery and permanent bracing ere required end can save Ilte r3tand properly and Is the r - POnsibillty of the truss erector. Study the contents of the Information packet Included on delivery SA3.a, before setting trusses, „a rtr'•. Tiussee must be eetand braced per detltips to ptlrueld stay 8 tisinagg Trusses must; be set plumb and square on at bunks or stack of plywood, roofing material or any -.other edtfoentrated loads on trusses, this can cause collapse. . DO NOT SET TRUSSES US/NG THfS LAYOUT --USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ';:::;-CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercei FloMda 34982.6423 800-551-5932 PS}t pierce 772-465-2012 Fax 772-465-8711 VB,fo Basch 772-569.2012 Stuart ' 772-286-3302 Wah SitA! CHAMBERSTRUSS.COM The Architect's or Architect's representative's Shop drawing approval is NOT a "daublechecirH »Ytlier'cconfraci`or:' The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift I -ads and their /respective locations. i� APprovee By: l p,) Date :_.-t�__ , Braden & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE --- --� Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Material Loading Metal Roof JRoofing in PSF Roof R.D.L. «y op Chord Live 20 Top Chord Dead 7 4.2 I.a Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 N TOTAL Load 37 7.2 Duration Factor 1.25 0 Wind Speed 165mph R Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. iiEn Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 C C Z 27 TRUSS DRAWINGS ARE XACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the r•--.. .. — . Chambers Truss Inc. Drawing Name: M11324 Scale: 114 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Ze llfllj— Date:07/19/12 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D .7 W 3 n PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324 10W7 4; A,