Loading...
HomeMy WebLinkAboutBuillding plans2" O.H. Finish Columns With 5/8" thick cut coral finished stucco bands 5/8" thick x 8% cut coral finished stucco bands 12 4 1 SLOPE COVERED PORCH 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 spaced d o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"W cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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.s> -n field. Attach deck tc trusses using attachment detail on this sheet ------ ------------------ RIGHT ELEVATION thick light textured stucco on typical concrete block construction SCALE: 1/4" = Y-O" 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 SaTration zp Date Design Pressure of Approved Tests PP 1,2,3 FLU 11499.2 Single Hung Series 185 Mi Windows and doors i U x core mi n et on at max from CM corner end L ox. tl oraa%'tor thro �gl f �uck into solid filled CMU well maintaining min 2.5" edge distance in strict adherence to the product a royal. + 60 sf p A 16-0330.02 Overhead Garage Door g Model 824/811 9'-4" max Width IL'-o" max hei ht g DAB w x uc to <en<rete ae mt a un g ps �e yen. awns 3ie' x c Hiiu HLC Sleeve wchon et e' o.<. ah 1.1 ' do w r♦♦ yrth inn. 1' edge deteau. Iwtal�t lek to hock re in 5/u' x i 5/e rill thread la& .cress m ex ec et mmntening M d 1.5' edge dutanee - GC to atrwtlp adhere to product approval rnide l/IL' uMnut eeaher on rdler aher4 10-9-21 + 50.0/-60.0 psf B FLU I6614.1 Fiberglass Deal n Pro/ smooth Pro Jeld-Wen Elco 1/4" dra. tapcon with min 1.2S" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Glass Door Series 420 MI Windows andoors d d at axShding oebeac. corner and �oca ratherearternhroug PT Suck into solid filled CMU wall maintaining min 2.5' edge istance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method E Spi ation Date De Pressuren P ssTu oPProved Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4' tapeons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using 14) u10 x 1.25" self tapping screw& per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11451.12 SV Crimp p Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5" wood screws with self sealing washer at 12" o.c. max Vacing over ASTM D Itypa 2) 30 lb felt underlayment installed with min. 4 side laps and C' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.cat all laps and two staigered rows 12" o.c. in field. Attach ' deck to trusees using attachment detai on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0,12' die. x 1.5' Iona ring shank nails with 3/8" dia, d. +55,0/-35.0 PSF Hurricane Panels Flu 15016.2 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 13" 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 ) II EGRESI 5/8" thick light textured stucco on typical concrete - -block construction 12 SLOPE 1,4 Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411461.12 26 ge. Sv crimp metal roofing attached to plywood deck using #9 x I.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 6" o.c. at all laps and two staggered rows 12" o. In field. Attach deck to trusses using attachment detail on this sheet 5/8' thick light textured 5/8" thick x 8"W cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 COPE 4 ST. LtiCTF couwl'??L ,n W nit fc7n R f; V [E)i' E D FOR CO REVIEr'WLD B DATE 6 PLANS A -ND PF_RNUT't LTST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 2, H COVERED LED FASTENERS OR ATTACNMENIS PORCH C NC, E THE RESPONSIBILITY OF IKE CONTRACTOR OF RECORD SCALE: 1/4" = 1'-0" 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 1)(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 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet EGRESS ALL MANUFACTURES LABLES SSVaG HOWING U FA�� AND MUST REMAIN ON ALL DOORS AND WINDOWS UNRL INSp[.O[pNS ARE AF'PROVED ApESgUPB�IECT TO ANY CORRECTIONSNS AND ALL PROPOSED ORK REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, TERMITE TREATMENT, 6EQUIRED 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS lb felt using Bid 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. 12 SLOPE 14 I=II ICI, ill III III ITV ill III II�II 5/8" thick x 8% cut 2'-2" coral finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. I/2" drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x 4" studs at 1C o.c. boss -board I 11 / 2" x 4" P.T- bottom plate \ 4" concrete slab with fibermesh OR 6'x4" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior NOn-Bedrinq Fdrtltion nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height:__I�F-O" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectability to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C HIP RppoP 1:1 TO L:11 PITCH 41.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LIUL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20A/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-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 Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� 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: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _±5- pef FLOOR DEAD LOAD: 1Ooaf JOB ADDRESS: "FLOOR CLAN 4" /�» n C l I DnC T r­�t—T n I I I I =C: IDL./Hi_C I/`I —V I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter steel crash post. Floor proceeding With Work. Mange 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 slag (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6° 4. No dissimilar metals to touch. _ _ _ _ _ _ 2r," or-L.ui uirl!� uv Lne i vuvwiry: ( i LJ 4, iN I" x 6" P.T. BMasonry Beam uck nailed to block with case hardened Wads / prior to door attachment Drywall 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru 4108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 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 accompan,ylng smoke developed Index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIG51.12 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 (" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wads spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet � Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" nails ( 24" o.c.) supporting Max. 4 181016s. uplift Aluminum Drip — Edge t Fascia 2" x 6" Kaycen full a vent vinyl soffit installed using I/8" dia shank x 15" long gale. roofing nails with 3/8" die. head per product approval —see chart sheet #I 5/8" thick light textured stucco on typical concrete \ -7 block construction °p 4 5 bar vert. w/ 30" overlap at each filled cell Grade Wood TYPICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \ R-30 blown fiberglass in bottom chord of trusses -I/2" drywall with smooth finish Two rows of beam block filled with concrete _and (I) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U tt5 bar Cont. for bottom row over openings I/2" drywall over I" x furringg strips a� IL" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Yisqueen over clean compacted termite treated fell 14" x 14" Concrete footing with (2) 45 bars cont, and 45 transverse bare at 48" o,c. Scale I/2" = I'—O" N.T.S AREA CALCULATIONS Living A/C = 1120 sq. ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq. ft. Total Under Roof= 2215 sq. ft. Total Cubic Ft = 13,7160 2" VTR JL Attach buck to block wall with I I I/4" dia. Elco conc screws with min. I I I/4" penetration at 12" o.c. max I and 4" max from each corner thru Exterior Pace 2" x 6" PT $uck 21' VTR of wall arias / I I I I Master I s• Lev. I I 48 Wood stress thru jamb int$be�; I at each hinge and IS" o.c. max and'Z. Detail at Door Prior to door attachment Lev. I 4" 2" VTR NTS we I JIL INSTALL YULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND I SILL BLOCK PRIOR TO BUCK 2. Shur. � 3" I INSTALLATION Kit Sink I Install windows thru buck into Kitchen 2 I I block with 3/16" tap —con with I I/2" penetration at 6" o.c. max. I Prom each corner and 20." o.c. max I thereafter at .Iambs and 20" ac. max. Lev. Exterior face at head and sill per product approval of Well � Buck to be I" x 4" PT Varies wwaaarmuffil \ W.C. Detail at Windows Bath tt2 I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS PI IIMRI\Ir, Install SGD thru buck into block with 3/I6" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval O10 Use 3/I6" tap -con with I I/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 \ fixed door sliding door Masonry Wall I v2„ Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Door D� t a l l I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval) a m b Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%'x 5'^3%" 54%"x 63%4" Single Hung ZONE 4 2. 6'-2%"x 5'^3 %a" 15" x G3 %," Single Hung ZONE 4 3, 2'-2" x 3'-2'h" 21%2"x 3851s' Single Hung ZONE 4 x 5'-3%" 38" x 1.3'14' Single Hung ZONE 4 5. 4'-5%'x 4'^2%" 54111x 54Ye" 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Geroge Door ZONE 4 B 3'-0" X 41"%4' x 83%," Panel -Inswing ZONE 4 C L'-O" X L'^e' l4" x 81 %" � ;u"°`„`°" -Fiberglass Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core —Wood — G—Panel -Bi—Fold Finished 24" x 81 %," E 2'-L" X 4'-8" Solid Core -Wood - 4-Panel F 5'-O" X 6'-8" Solid Cora -Wood - 6-Panel - Bi-Fold G 2'-8" x L'-8" x I N" Solid Core Wood, Steel, or Meaonite Door H 2'-e" X G'-8' Solid Core -Wood - 4-Panel J 2'-4" X G'-e" Solid Core -Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated In permit Info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET ttl All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Shwr. 3' c.o. Ta Septic RISER NTS Braden It Braden ,41,4, P,4 Architects -Planners -4I1 S.E. Coconut Avenue Tel : (1-12) 281-8288 Fax (172) 287-8253 E—mail: bradenala9comcast.net Stuart. FL 3-4996 #AAC000032 m C c r 10'-6" _ Wgnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida 21'-O" 35'-O" MODEL: GARAGE RIGHT 14'-O" O Date Drawn S—q—IZ Drawn by: C.C.L,I. Checked by: D.R.B. Revisions Sheet Comm # 21 12-101 OF 5 Thickness Location Orientation Framing Member Max, spacing ners of fasteners Nall sizing options for drywall Spacing Maximum installation of into wood framing members Nails Screws 2" x min, thickness Ceding Perpendicular 24" �" 12" 13ga 13/8'OlRong with 19/64" head 0.098" diameter x I I/4" long 11 /2 annular -ringed or Sd cooler nail Walls Either IL 8 " 16 0.080" dia. 15/8" long with Direction I5/64" head OR Ggpsum board Wad 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 15/8" long with 19/64" head 0.098" dia�Rter x 13/8" long annular -ringed or bd cooler nail / Walls Either 16" 8' 16 0.092" dia. I 1/8" long with Direction I/4" head OR Ggpaum board nail 0.0915" dia. x I 1/8" with IR/64" head. STRU I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, BE 3000 PSI OR 4,000 PSI AND BEAMS SHALL BE MIN. 3000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 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 60, MEETING ASTM A-16, t 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 12 BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12 MINIMUM. FI$ERMESH 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. -1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FL/4N 17• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. 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.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at -48" 0.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-f" 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-l( and A-35 specifications. ALL Anchors to be A-30�1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars, 45 bar Vert. w/SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f I 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 #5 bar Cont. Step per foundation plan r N ^ " 10" (2) 3*5 bars cont. bottom steel 12" ==DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Verifg house slab height in field Top of Tooter 16" below finished floor - �IIIIIIII III II I IIII- ... 30"x30"AC concrete IIT II I = column footing with (4) =� 45 bars each way ii -IIII I 3 30" COLUMN FOOTING DETAIL SCALE 1/2" = I'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE\ \ SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) 3*5 BARS EACH WAY F 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 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 I SCALE 1/2" = 1'-0" --,,SEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill -n" e F F �<_14"w x 14"d concrete monolithic rooting with (2) #5 bars cont. GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED j� T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling 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 45 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 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Fille Cell Column NTS 0 O i 0 I 0 210 21'-0" 10'-C 1 x 12" concrete column block filled with ncrete and (2) 47 bars vert. teed \ _ Into lintels above �— — — — — a IJIJ Luu _i_i_ _�i_i_- i=1UIL°JI I Il T �� — i — — — — PI Filled cell under I FI girder above 0 U1 Rear Porch Slab to i f� be poured separately Q from House Slab. L N \ O r N 2 Thicken footing to I ' 2 FI Rear Patio/Slab to be flush with bottom of sliding door recess. 1 Slope I" IIi i (I i l I i I FI �I I I 4 w x 14 d x 4 L under filled cell Q Q under girder bearing. I J FI I I I I i I I 4" concrete slab with fibermesh OR / CxC 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill FI a A (�L) I to ---T UIRED >< _ � I I Io I Oil I O o O _0_1 --— — — — — —— — I I I \-4"O Steel Ballard See detail on this sheet I I I I 4" concrete slab with fibermesh OR l ox6" #10/10 WWM on L mil Visqueen ver I clean compacted termite treated fill O I I I I 12 N I I- -_L 0 i (L `=f w I I o I Recess for Garage Door_ — _ _ J 2'-2" 2'-8" 2'-8" 3'_6" 9'-01, s R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on ressure for roof stated in permit info box on these plans for zone 3 Area Edge Field Fastener Pressure MKe Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" shank Sd ring shank 84 psf ** Zone 3a 6" 6" it8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel C olumn Vi _ erlfy with Plan _ Rebar to L.Intel Provide #5 bare with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete: 8U8-OB/OT precast `- lintel set mortar Min. 8" Bearing 12 "x 12" Column Block �#1 Rebar ROOF F L 4 N Scale : 1/2" = I'-O" Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for it. - O t 1'-0" 1 h d t h h Provide PT Buck attached per jamb latads into filled ci 4" Pre -cast Sill ver angs a un ess of erwise note on is s set — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be r of h provided b manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and Uplift verification Poured Filled Cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construc0 N Provide #5 bars with min. 48 bar diameters overlap in filled call. Tie filled cell steel into continuous UJ rooter steel. s.n^ CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS —Nail 2" x 4" blocking to vart. leg of truss with IOd x 1.5 nails at 4" o.c. c Install Simpson MGT into wall usingg 5/8" dual threaded rod set min. 12" into wet beam and (22) IOd nails into truss 48 Bar Dia. TRUSS BLOCKING DETAIL Min. overlap `': ` AT GIRDER STRAPPING AT CENTER BEARING POINT �4 ttachment NTS 1/8" thick light textured stucco installed per ASTM C 924 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 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 411661.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 6 o.c. nt all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional recast Lintel #5 be r `"::•; 7 r', = "::'y CLEAR Linte1 l Length Bar Length Clear Span u " A Bars u u B Bars 2 1 2'-10" 2'-8" I'-6" #3 none 1 1 1 1 1 1 3'-6" 3'-4" 2'-2" 2,#3 none 8lw8-OB/IT 81"1 81"1 Addtional 4'-0" 3'-10" 2'-8" 243 none #5 bars _,...r CLEAR'�''':;? ':+= 4'-6" 4'-4" 3'-2" 2,43 none '�'.•;�'.270ne Row of "H" 5'-4" 5'-2" 4'-O" 2,43 none Block Above %* 5'-10" 5'-8" 4'-6" 2,44 none *' h° Precast Lintel 1 Additional i 5'-4" 2,#4 none #5 1'-O" 6 -2' 2 #5 none SFIL-IB/IT BFIL-IB/2T �'-O" 2A5 none NOTas:-10" ALL reinforcing steel is grade 60. I. min, coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE window Rows of Max Max Max. or Dow He Block Gravitg Uplift Lateral Mark Unit Lintel Cast -Crete Above Bottom Size Top eJ12e Load Load Load Width Size Specification " Steel steel (PLF) (PLF) (PLF) L22 2'-2" 3'-6" BFS-OBAT I #5 3069 mvi 1024 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip _ Edge t Fascia 1/2" thick stucco on 3/8" hi —rib lath 2„T14 attached to horizontal and vertical wood framing with Haile or staples to provide 2" x 6" Sub-Fasci no lass than I-3/4" penetration into horizontal wood framing and 3/4" panetraGon into vertical wood framing members Kagcan full o vent vii soffit installed using I/8" die shank x 15" long gal"'. rooting nails with 3/8" dia. head per _ product approval — see chart sheet #1 5/8" thick light textured 12" x 12" concrete column stucco on typical concrete block filled with concrete block construction and (2) #1 bars vert. tied Varies - see plan into lintels above 45 bar Vert. w/ thicken edge to 8"x8" 30" overlap with concrete and at each filled cell one #5 bar continuous -\ BEYOND WH Rear Patio/Slab to be flush with bottom of sliding door recess. 12 4 Aluminum Drip Edge E Fascia Poured Co concrete E Poured Concret concrete block i Concrete, Manufacture Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web Top of rooter 19" below finished floor V ONE ur�iee'®ae-. Step per foundation plan Slope per foundation plan 'r Flush Mounted Shutter Detail klummum Panel sizes per manufacturer See 7gpcai Stud Detail- 1/8' x 3/32" Wing Nut w/ appropriate washer and sppacing per manufacturer's Datails I Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUS ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fl-foll -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R6o1.I and Mortar joints shall comp with FBC i2601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vent. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 9" concrete slab with fibermesh OR Ox6" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill IIIIIIIEE1 II—Ul11IIIIIIIIIIII_i- 14" F I Ical S&ctlon at Front Forch Scale : 1/2" = 1'-0" Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (172) 281-8283 E-mail: bradenaia5comcast.net Stuart_ FL 34996 #AAC000032 Strap truss to wall using Simpson MGT with Simson HETA 20 5/8" dla. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to ( 24" o.c.) stportin Max. truss leg per detail on this sheet 1810 lbs. uplift ETA 20 L908 L90B 100E v (L � N o I BI L45 BI BI L60 BI BI BI BI 2" T.H. L45 B /AULTED /RE �- SLOPE —p-� BI I � ~ . u) 0 W N � l� BI L31 L45 B 1 , m:m� X// Gulf Coast Supply and MFG 5v Crimp Metal roofin( 26 ga. 5v crimp metal roofing attached to plywood wood screws with self sealing washer at 12" o.c. max FL #11151.12 12 eck using #9 x 1.5" spacing over ASTM D SLOPE 4 laps fastened with corrosion resistant tin caps and spaced 6" o.c. at all laps and two staggered rows I deck to trusses using attachment detail on this sheet th 1.25" ring shank nails o.c. in field. Attach BI Lu J' 22" x 54" 17 Attic Access i L31 B I qO� I I / \ I \I I I z I � I I i BI j �R/A j I 48" 8' :12" MAX I L31 U! !� L31 OB 12 BI BI N `r BI L90B BI 41 SLOPELII I •N Wynne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida ETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn : Revisions 5-9-11 GARAGE Drrawnaven by: RIGHT C.C.U. Checked by: D.R.B. H w Sheet I - OF 5 0 I M Ale,., Comm # 12-101 PANEL "A„ circ# 2 Dgscription AHU Wire Load BR Poles 410 3.5 kw 30 2 Poles BR Load Wire Description circ# 2 40 l.0 kw #8 A/C comp 1 3 5 4 6 - Ran a 2 30 4.5 kw #10 40 gal. water HTR #L 12.0 kw 50 2 l 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 12 1 20 I.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 I.5 kw #12 Microwave IS 16 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 I 120 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 I5 414 General Lighting 29 30 Recepts #12 20 1 I Is #14 General Lighting 31 32 Recepts #12 20 1 - 1 15 914 General Lighting 33 34 Exterior GFCI #12 20 1 - I I5 #14 General Lighting 35 31. Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 - 15 1 - 1 20 #12 Bathroom GFI 39 40 General Lighting 1 414 Is I 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lighting (3, ,watts sq, ft.) Small11 , Appliance. C.ircult(s), „ . Range , _ , , , , .Refrigerator.. ............................................ ............................. Microwave Dish Washer..... ............... .Clothes..Washer.......................................... Clothes..Dryer................................................ Water Heater Water Pump ............................................... Garage. Door _Opener, .. _ . . , ...... . . . . .. .. 1135 3 5,205 2 1,500 3,000 1 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 6,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21.415 e40% 1 O 10,966 Electric Heat or A/C 10,000 9L5% 1 10,000 10,000 Calculated Load Watts 30,96L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed PB Push Button Switch -Cr Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light _ 0 Special Receptacle 0- Wall Mounted Light w. Fi Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack en Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac r"I Electrical Meter ® Smoke Detector Ceiling fan A/C Disconnect ® Television Jack Telephone Jack A ofsc ® I x 4 Florescent Light ® 2 x 4 Florescent Light EP Speaker Hook -Up ❑i Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: Vent thru A/C disc. PORCH 143 CFM IOx1Ox1 Center Registers on Iceiling fan BEAT OM DINING ROOM THIRD BEDROOM 84 CFM IOxLxL IS O w � 42/0 Aluminum feedhMC 215 CFM I ' Conduit PANEL 12-If 1 13 x I. Use copper were onlyy, no aluminum. 2. Provide and wire aTl required smoke detectors. 3. Contractor to verify location of electrical M Te SECOND service and provider. 4. ALL paddle fans shall be on a rheostat. A BEDROOM 5. ALL bath and kitchen receptacles to be GFI rotected. 2 PVC l FFL)-D 6. ALL exterior outlets to be WP/GFI protected. 7. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are re uired in all rooms except 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RMI602 2' rigid service FPL oa pS#contpe�a'r' in slab 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical full - Contractor shall use AL-CLI Landing rugs. NTS contractor, the completed system shall be operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, tes ing, and manufacturers recommendations which inspections Including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and effectively 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the Work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 17. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone companu. 1CFM 1 OXIOxI MASTER M STER ®\ wP GFC1 BEDROOM 49 B DROOM �I 139 CFM V IOx10x1 - - / i 163 CFM IOxlOxl GREAT '__----- -_ 12x B/A I O O B/A bmoke / Carbon ra r+l I Monowde Detector _ cue" 12x I _I FCI 12x10 B/A e CFM I 1 8x4x-4 ° 4ia r =�' L OAS E T I s I 88x'q4 I I Fci 32 M Vent thru / .---r - soffit I r0 DINING � I GFCI ROOM ° I I / / GFCI I / �GffCIGFCI ° �TCHEN I/ / ° " so FM 1:2 FAN J \ 144 CFM 12xbx1 - - - - - - -2„ 3,_2„ 24, I \ CFM 1 --° - -- x4x41� THIRD O ° BEDROOM N Iw eW.H In\J 22" x 84" N _ IAttie Access 2h GFCI with light 1 Pd-- Attic Aece Lu4"� Steel Ballard I with light 1 Q II See detail on this sheet SEE MANUAL \ \ \ \ See ee de+'Otail St el Ballard / I 1-- "J" and Energg \ \ _ Q Calculation - Pull chain / 150 Amp Por Unit info PC Aght in attic Panel S I \ I OPTIONAL PANEL / / 150/ Amp ¢ LOCATION / Panel Smoke carbon 42"h GFCIGARAGE RA E bdaDetector xomounder GARAGE/ 141 rFFA 50 F M OQ I I ' Garage D n oor Opener Exhaust Duct - - _ Thru Soffit I I I I I I I I I I \ h \ I I tight I I � to carrier N SBC'qND l7Y I BEDROOM \ I 1 I \\ Wire For14 Front Post Light WP IIEC�H/4VCAL L/4YOUT U Center Post Light on w a This corner Q a0 O=THERMOSTAT LOCATION SCALE: 1 / 4 " - I' - O " > m Post Light with Photo cell mo N (Y � Exhaust Duct -_T--hra Soffit 14" Exhaust Duct Thru Wall WP GFCI Install owlet ur) under disc. not shown for clarity U A/C �7-LEC7RIC/4L PL,4N SCALE. 1/4" = I'-O" Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 1(.58 sq, ft. required Provide A Continuous Vented Soffit Braden It Braden ,AI,A, FA UJgnne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners GARAGE 5-9-11 411 S.E. Coconut Avenue THE R O Y A L E RIGHT Drawn by: � - Tel : (112) 287-8258 C.C.U. Spanish Lakes Fax : (112) 28�"1-8283 E-mail: bradenaia comcast,net Checked b 9 Stuart. FL 34994 #AAC000032 St. Lucie Count Florida ID.R-B OF 5 ® LIFE SAFETY WARNING This s bol identifies Life Safety Warnings that should be read given ecial attention by all persons installing trusses. 5 GING_NOTE_ ALL T SES ARE TO BE SET -O: ON CENTER �:FFT AS NOTED DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE A ENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO EN SINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. 30' Spanllor less �60 degrees or less 2 ♦-- —0 Tog Lin-, span approx. REFER 10 BCSI Truss 01 ae set this way if crane used. Trvcs or -,, yaw t,—s may not mamn. ,al t crane hoer etor sets truss tits way_ 30' to 60' Span SDreader Bar 11 ag �_Approx 2/3 to._� Line 1/2 of Span REFER TO BCSI ,as 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 Q are installed. A A R HANIll I—IlIlp NOTE LESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES RE 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. ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorYNallsmustbeas de tabs s hedule in engineeringe nails. package. Carried Truss a® s� 77 uw M19 z.•o c. Tenn WRNLR JACKS f`f16•. ONLY za• CORNER -DETAIL OVERHANGS NOT SHOWN FOR CLARITY SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES LSUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 ­___ heel=315116" PLUMB CUT END if it 2 x 4 Top Chord BEARING HEIGHT Il TYPICAL END DETAIL AL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' •'�abes cA�o+or laesTAnreo uxra.TwsAolrs�+rpacan® a ' Tiia wpd tleeatplbrt dOr Plopallywhen the truss tva a hotrod w: � �T1atNEo Tla and �,� r..= be male h etrkt ac�cldalta twit mw oleo plscaltae ft,am byvA byto d r a War d» d eaw yo ! no Ina a CArro.e Tnw rmit an Pq wdt , 1, 1 rtoeoe w btddted Chews Tiye a 6a awwd.6t IM wwt to beph _q required. arks wA aqe ghectueeee, of In ter" 6 The, ndelelplyd edaoww47ee ntaaq t d'BC81 t oy''WexpeyarwtbyTP18 WWA 'i Oeetery w to Ion .Iw• e w ar bw.r.•rruw,.ww. � � Albwf"iforWl ==be o Ve�rgr �smsee le a pUR0liM ORD9t b IbwadT w� d C�hrMeeraTAea• killarlicaded • reaaWhe Pike• hake taa be made a; and psld r=1r is a n P. woke may. a mods d et9wOlbd dale"ltr denary v kw eweet alra M hreeieable h swtnt d ,�pher b Py Clrethws.Tptee feaoi�b eat* av ds. l-1R'A permoreh alb .m.d krr etsrw Itd peldw m bmw• lseoraklib-lywb rsaOfsraetaawOhaaapeatwebr- herein eldsreiwn df7tsmhem Tim al a tato for Orb Ise l" to undemlprw ay 9tiarreadea pMlml wharf An d =aadi Ed to hdtihbdtwe owed I Tnwe Dy.ay %nalwrp amOwW and tlta andra(pnsd'apeae b ' aia a hrhdnp MWIIays lase, M ddwa h paymwa foe nr1aY a atade�y m n 0I Parole .. aP fall III epM� lividahed aiweW •W wih MM td ft mPMOWN we per"Naonal Standard And RFMcn dMildaiw On eFar �VMdelplmCanWoo eacteddTniaw MuMple PIY b uun must be fastened towilher per enpblesring befom they are set; failure t0 do so can rebultb7 roof compel Temporary and Permanent bmclnp are requhed and can save Ure . ' and prop" and b the respomnli lty of Un hul erector: Study tlw conbsnb of tlw kwu on de0very • ..7Yraeaomudbeaetadbrowdper * 16plwm ijuf3dnrps. Tie« Ilnusl be wt plumb and equam Do not tort bunks or aback or PVwoodt rootlnp mabrld or any 'olhsi cdhftnlrol loads on>,uws" thb earn gjartree, maaiaaw_ • DO Nt')T SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNHiEDWRH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Plen* Florida 34982.6423 800-551-5932 tFortFUM 712"46&M2 Fax 77t4wilnl .. 772469.2012 ablaut —�. _ __. -�.._,...._ _... _�.—.�.,.•i;ticfis:Wvr.,,,;"--vir<Mtect'srePresetiFaiive's _. _' .... Shop ui ..,ng approval Is NOT a "double check" of the contractor. 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 Shaul and uplift loatls and their rasp c ve location,. Approved 0y: /-�✓"./ Date:_ R raalen & Braden A.I.A. —P.A. 920/93.2 MITE}( 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 Roofing Material Metal Roof a� J Loading in PSF Roof R.D.L. (S Top Chord Live 20 c Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent o w Bottom Chord Dead 10 3 ° TOTAL Load 37 7.2 v Duration Factor 1.25 cc c Wind Speed 165mph cc Top Chord C.B. Sheeting by builder. 0 r Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" L) k4 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W F- Q 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By:1L �i>rs/s — Date:07/19/12 Revised:10115/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7V(:M� M 11324 3 P- ✓e/je / Sfn