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HomeMy WebLinkAboutBuilding Plans12 4 SLOPE RIGHT 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 L" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ELEVATION 5/8" thick x 6" smooth finished stucco bands m 5/8" thick light textured 24„ stucco on typical concrete block construction SCALE. 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood 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 sIed L o.c. at all laps and two staggered rows 12" o.c. in field. Attach dto trusses using attachment detail on this sheet LEFT ELEVATION a_ io 06 5/8" thick light textured stucco on typical concrete block construction 5i8" thick x 6" smooth — finished stucco bands ELEVATION NOTES: - Overhangs at I'-O" unless otherwise noted on Roof Roof pitch at -f:12 unless otherwise noted - Any changes to this plan shall be submitted to the for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. SCALE: 1/4' = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Aindown d6 Skylights Opening Type NOA/F'L NUMBER Product Model # Manufacturer Glass Attachment method � ESL tion DaXCE Design Pressure of Approved Teats 1,2,3 t4 FLU 23358.2 Single Hung SH 4100 Impact CGI 5/IL 1/4' din. tapcons w/ min. 1 3/4' penetration to be miincedgeedistances specified in Productoappraoval ere to + 55.0/-45.0 pat A IL-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-O" max height DAB ON Nab a s6 e.ull"Vert. Nola s/0" x L" He, HLC aY.w endmre et'" na `hal!?s's'x"i'eJed �aie%=. II`a�'.e=:o"`m'':"s'l°idr.�4:t`°■,bieo,.�N a nin. d 1.6 Wae dWann - GC to stmaia When to prodott approaa revile VIL' M eeJier oe roller ehdta 10-9-21 +50.0/-60.0 psi B FLU I4414.1 Fiberglass SnoNogtn Prh Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max Prom corners end 1-1.5' o.c. max. thereafter in heed and samba. + 50.0 PSF C FLU 29018.2 SlidingGlass Door Series 4130A SGD CGI 1" nom Type "GSA " 1/4' dia. tapcom w/ min. 13/e' penetration to be spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 55.0/-45.0 pef - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Eiviration Bat; Design Pressure of Approved Teats Mullions 18-0129.08 I' x 3' x I/8"t CGI Install using (4) 1/4' topcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + LO.O PSF Roof FL# 11G51.12 5V Crimp Metal Roof in g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plgwood deck using a9 x 1.5' w(tood screws with self sealing uasher et 12' o.c. max seating over ASTM D Ws fastened Iwithelcorrodsiion gresii tantttin capsandwith 125' ring shank and raced 6' o.c. at all laps and two staggered rows 12' o.c. in field. Attach Qeek to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl T4 1 Kaycan Install using 2' x 2' battens at IVo.c. screwed to soffit framing using #8 x 3" wood screw& at each truss, Install soffit to battens using 12" din. x 1.5" Iona ring shank mails with /8" din. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 wood screws with self 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 with 1.25" ring spaced L o.c. at all laps and two staggered rows IT' o.c. in fie deck to trusses using attachment detail on this sheet 12 4 1 SLOPE r 1 i Plan 0 0� io 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supplg and MFG Sy Crimp Metal roofing FL 411451.12 architect 24 ga. 5v crimp metal roofing attached to plywood dock using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 Ib Felt underlayment installed with min, 4 side laps and L" 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 12 4 1 SLOPE 5/8" thick x 6" smoot finished stucco bands ® ❑ 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c, baae—board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition s� in 011II I<Olii Return Stucco banding back to front door wall as shown FRONT ELEVATION SCALE: 1/4" = 1'-0" 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0' /8" thick x 6" smooth inished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) io 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supplg and MFG Sy Crimp Metal roofing FL 411451.12 architect 24 ga. 5v crimp metal roofing attached to plywood dock using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 Ib Felt underlayment installed with min, 4 side laps and L" 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 12 4 1 SLOPE 5/8" thick x 6" smoot finished stucco bands ® ❑ 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c, baae—board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition s� in 011II I<Olii Return Stucco banding back to front door wall as shown FRONT ELEVATION SCALE: 1/4" = 1'-0" 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0' /8" thick x 6" smooth inished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height; II'-0" Roof Pitch: 4:12 Internal Pressure oG ePric—iient: ±O"18 SubJectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 No 0.126 ASD design Load Combination: ASCII 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.LI�L Components f Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 pat Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: S. +35.8/-41.8 psf walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Doff; +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? No Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2 500 psi, Presumptive: X Bg Test: psi = Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Root Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD:--1-5— Pat FLOOR DEAD LOAD: l0 oaf JOB ADDRESS: \<Z� \ 0,5 ST. L CIE COU TY dBOCC 2r FLOOR PLAN Ic_� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4"" = 1"-0 1 ' N.T.S. I. Contractor to verif ALL notes and dimensions prior to steel filch by �" diameter y p steel crash post. Floor proceeding with Work. 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 c3/a"t so ks1 steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." �" ALL Concrete used for vertical filled cells, coot. tie beams etc.. to 0 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix a3/8" 2'/," �.J L. Drywall at ceilings shall be leveled and attached to bottom chord 4' 0 0 of trusses with screws per FBC R102.3.5. 2''" 1. ALL wood in contact with concrete shall be pressure treated. S. 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 2,2' 2,/z„ handicap accessibility requirements. y," �2" 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. 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 IN x V P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gig�ippsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CcibO, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. s acin P 9 of fasteners Nml razing options for of dr wall into Spacing Mawmum installation wood framing members Nails FScrews 2" x min. thickness Ceiling Perpendicular 24" 1' 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" Iongg annular -ringed or 5d cooler nml /2 OR Walls Either 16" 8" IL" 0.080" dia. x 1 5/8" long with Direction 15/44" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Calling Perpendicular 24" 1" 12" 13ga 1 5/8" log with 19/64" head OR 0.098" diameter x 13/8" long rr annular -ringed or 6d cooler mail OR 0.092' dia. xx 1 1/8" long with Walls Either 16" ea IV Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 1 1/8' with 19/64' head. Install SGD thru buck into block with 3/10 tap -con with _- 1 1/2" penetration at 6"" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at I." o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 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-cerling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingg smoke developed index not to exceed 450 when tested in accordance with fiSTM E 84, Insulation shall comply with F.B.C. R316. Gull Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood clack using #9 x 1.5' wood screws with sell sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and 6" and 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 \ Simpson HETA 20 or equal hurrscans one at each trues 12 with (10) toil x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 'e�at 24"o.c. TYPICAL 18101bs uprift, (shop drawings bg manufacturer) Aluminum Drip �� \R-30 blown fiberglass Edge 1 Fascia in bottom chord of trusses 7 I/2' drywall with textured finish 2" x 6" Sub Fascia Two roue of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (1) #5 using1/8" dia shank x IS' long gale. bar Cont. for bottom row over openings roofing nails with 3/8' die. head per product approval - see chart sheat 81 1/2" dr wall over I" x furringA strips dt U." o.c. with R4.1 Prfod 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 T and shall meet all pertaining ASTM codes. block construction io Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. 5 bar vent. w/ 30" overlap Fill cell with concrete and at each filled cell (1) #5 bar vart. (typical). Max appacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at opening& 4" concrete slab with libermesh OR VxV #10/10 WWM on 6 all Visqueen over clean compacted termite treated Pill " Grade III loll -III _ ' III II �Ii��,= 14' x 14' Concrete footing 14" with (2) #5 bare cont. and #5 SECTION S� TYPICAL transverse bars at 48" o.c. PI Y C C Scale : 1/2" = I"-O" Masonry Beam Head fixed door sliding door 11/2" AREA CALCULATIONS Living A/C = 1,306 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = 2' V R 4 I.1M I I MASTER 12" BATH 2' VTR 4 2" 2" LAUNDRY 3" t2l' AAV KTICHEN 12" PLUMBING RISER IN x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Trac Typical Flooring .Sill Install SGD thru buck into block with 3/I6" tap -con with S l 1 d 1 n g 1) oor D e t a l l I penetration at 6" ." max fromom each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb ZIA Window Schedule Mark Size Rau h Open. window Description PRESSURE ZONE 1. 4'-5Ys"x 4'-2 %" 54%"x 50 %" Single Hung ZONE 4 2. V-2 Ya"x 5'-3 ia" 15' x 43 Y;' Single Hung ZONE 4 S. 2'-2Y,"x 3'-23a" 21%"x 38%" Single Hung ZONE 4 4. 3'-1 %'k 4'-2 31e" 38 Ye"x saga" 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 s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A lo'-o' X 1'-O' 120' x 84" Overhead Garege Door ZONE 5 B 3'-0' X 4'-8" 41 %4"X 83%" Fiberglass ;anal - Imaging ZONE 4 C L'-O" X L'-8° 14' X 81 ii' Firms baUl Sliding Glow Door ZONE 4 O 2'-8' X V-8' Solid Core - Wood - L-Penal -St-Fold Finished 32' x 81'A" E X-8" X V-8" Solid Core - Wood - L-Panel F 3'-4' x C-8' x 1 %4" Solid Core - Wood - L-Panel - Pocket G 2'-8' x v-8' x I %" Solid Core Wood, steel, or Masonite Door (20 rain rated) H 5"-O" X L'-8' Solid Core - Wood - Packet J 2'-L' X L'-a, Solid Core - Wood - L-Panel - BI-FOLD K 2'-8' X v-8' Solid Core - Wood - L-Penal L 2'-0" X V-8' Solid Core Wood, Steel, or Mown" Door (20 min rated) M 2'-O' X V-8' Solid Core - Wood - L-Panel - BI-FOLD N 2'-i' X V-8' Solid Core - Wood - L-Panel 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 To 1'-0" 12'-I" 6'-I" 9'-10r' ® 0 G oa ao ol� o o a ao � N 101-10"Ir p o 0 COVERED o ' DEN m PORCH (4 MASTER Ri BEDROOM o - m V V C a 1 �. 11 wi I- M Z0 01310 11 a Ln 0 0 I I o _ I I I o 6r I GREAT I ROOM ogoO CLOSET I I o ® it I O STH R viny O 0" Q n © RN RN PWE@ D ILn TVTI DINING if ROOM v _ A/C Tankless WH I O #1 E mounted above G 48" a.f.f. O m ci1 � I r22" x 3L' till' 11" -- --- With Meter 0 150 A Pane I vinyl M -� eTAC 8h wDAND ° ° '•t r UIoU I DIU RYE11 I I ®' ry GARAGE 0 ?i 4'-Orr Orr '-43ys"m 4" 15'_43/a" :r LAUDR` Q F KITCHEN e d o ® i------------------- -- _ I Ids oo Op I o o I ® I I p j 5/e" drywall O/C b ENTRY I STORAGE I I in a o o Igo 00 o ao ao 0 0LE0 Install windows thru buck into block with 3/16' tap -con with 1 1/2' penetration at 6' o.c. max. Prom each corner and 20." 9.c. max thereafter at ,Iambs and 20 o.c. max Exterior face at head and all per product approval of wall ---\ / \ Buck to be IN x 4" PT Detail at Windows an I"x4" P.T. Buck nailed to block with case hardened nails brior to window attachment NTS 6'-4 %" ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 2'-4%12'-4'e 5'-1 Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall ones #e Wood screws thru Jamb into buck D e t a 11 a t D Oor at each hinge and 15" o.c. max and nor to door attachment NTS .7 I U 1, I U Imo, /" t I `l L"/ IF__ *J I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SiEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LiFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR i UNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAfNS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND 'VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. 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.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at '48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 16 -O" to 9'-II" 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 2-4" 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 I. 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 60, meeting ASTM A-l� and A-35 specifications. ALL Anchors to be A-301 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/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and at each filled cell SECTIONS one #5 bar continuous 4' concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill M E < _III I— — I I III III — 14"w x 14"d concrete monolithic Footing with (2) #5 bars cons. 14" I TYPICAL FOOTING DETAIL .J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Step per foundation plan r ro. •Otte .,rl'O� / 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top or Tooter 16" below finished floor 10" I _`'(2) #5 bars coat, bottom steel 12" E STEPDOWN SCALE 1/2" = I'- Verify house slab height in field .r. II II II r` 30 x30 xl6 concrete column footing with (4) — 9 #5 bars each wag 30" COLUMN FOOTING DETAIL Idol: #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ OIsz E SCALE: 1/4" = i'-O" 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 bg 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. 4" concrete slab with fibermesh OR Vx:" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Fill SLAB EDGE DETAIL SCALE 1/2" _ 4' concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill O'-O" _� 11— —Ili. I I —I 14"w x 14"d concrete monolithic footing with (2) #5 bars cost. 14" URB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood Jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O � t , 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 Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (172) 281-8283 E-marl: bradenafa®comcast.net 12' 101 1 1 E o -------- ~' :., r — — — — — — . —. — — — — — — — — — © — I I — — — ® 7 FI I I Rear Patio/Slab I torate aslab. Fbrom the houseured of I I I I I o 0 o I I nw- I ,om I I Q u7 w I- I I I FI t------- i Rear Patio/Slab to be flush with bottom of I sliding door recess. I slope 1/2' of I I I® I I -" concrete slab with fibermesh OR p 6°'x6" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill I� I I x x I Ln R r- RN LO R A/C I Iq -- ---� Tankless e�f — � 9 I F ° I r- Fi I r `- I ° � #1 E mounted above I I ro rn i >Lgo 01 I i o �3 I Zo Meter Am an I oz., _ - I p"10 I IsTACK FR DAND IRYFf\ DW u1 NEE - I l Abov(eI I I I I � a�� � I I--J O s o ©I a N u`O o W I QI I _ upr I oa o ao I FI QI o �X u o I N I LU I FI I o I I IV I 0 0� 1.5" Recess for IEI 1 10o 01191 1 1 10177 arage Door 2'-8" 10'-0" 6._43/0,: 19'-03/e" 4'-qY," II'-23/en Dunne Suilding Corp. The Uotta e Spanish Lakes S't. Lucie County Florida FOOTiNG SCHEDULE Mark aim Desc tion I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 100 COLUMN FOOTING WITH (4) 195 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS I4UWx With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0' Date Drawn Revisions : GARAGE 1-10-20 REVIEWED FOR Drawn bg: LEFT c.c.u. CODE COMPLIANCE Checked by: ST. LUCIE COUNTY D.R.B. BOCC Sheet Comm# 19-220 a- B 5 ROOF SHEETING: ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws basqrd on press re for root stated in permit info box on these plans for zone 3 Keg Area Ede Field Fastener ax. Zone I L" Lot 8d ring shank 45 psf Zone 2 4. L" 8d ring shank 14 psf Zone 3 to 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min_ 48 bar p diameters overlapinto beam. Tic Provide #5 bar set in re -teat lintel into beam wfiara length of Trusses at 24" D.C. see shop drawings by others filled cell steel into continuous the opening cells tar it. beam block steel Provide Cast-Crete- SU8-OB/OT precast '---- -'- - - -- R-30 Batts [Intel set in mortar - Min. 8' Bearing - - -- - -- — `--- I ,p. • .. .� -II batts R-11 batts I' all I .rl Provide PT Buck p, q Powmaid tilled Cell ,3"`' I, A attached per ,Iamb (, 1 Frame offing transition details into filled c as ne ed using metal studs fiel erify exact configuration _4 4' Pre -cad a lN2e8 ywall ceiling Sill 1 see typical section 1 Paeteoelhlceb I diameters overlap in filled cell. Tie C transition Insulation Detail I. I II fined cell steel into continuous e 1 1f' I footer steel. nts 1 v c .• . r Concrete Footing x` )s�� (see tooter schedule Y.r` J• • Y ti.� rill Y i.� �..�.• .air —F �T - - - for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" Verify with Plan Concrete 12"x 12" / Lintel Column Block v#1 Rebar Rebar 48 Bar Min. Overlapclap Column to Lintel Attachment SINGLE PLY REAR GIRDER TRUSS Ned 2' x 4° blxkirip to vert, leg of tru e ath IOd x 1.5 role at 4' P.�" c�v 5/8'11 d Simpson .th eaded rod set T into min. using' into wet basal and (22) IOd nabs iretr TRUSS BLOCKING DETAIL AT GIRDER STRAPPING ,AT CENTER BEARING PO'1,J.xJ a NTS 1/8" thick light textured st cco instilled per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/3T CDX Plywood nailed at L" D.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' D.C. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails =ad L D.C. at all laps and two staggered rows 12 D.C. in field. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel bars _ Lintel Bar Clear "Ali inn #5 "•tV,:; Length Length Span Bars Bars is t, It'' i 2'-10" 2'-8" 1'-6" 2#3 none °--------e `----� 3'-6" 3'-4" 2'-2" 2,43 none 12 8111118-OBAT ere-83/IT 8f8-IB/2T Simpson HETA 20 or equal Additional 4'-0" 3'-10" 2'-8" 2,#3 none hurricane anchor at each truss 1' 1 x #5 bars with (10) IOd x I I/2' nails u:, ( 24' D.C.) supporting Max CLMS y' ,, F_,1�. h'-6" 4'-4" 3'-2" 2A3 none 18101ba. uplift ;•,-,::�.; no Rau aP °H" ' ::s`..':.i Block Above x•' « 5'-4" 5'-2" 4'-0" 2A3 none :;k,f�•:; Gib; �'s , .. ., } y�: 5'-10" 5'-8" 4'-6" 2?t4 none Precast Lintel r . f{ Lj a Aluminum Drip Additions }"�' 5'-4" 2,#4 none Edge E Fascia 1/2' #5 bars "----• " u 12" tram 0 6 2 F2# none2' x L" Sub-FascieFIL-aa/IT 8FI6-IB/2T '" l`-10" 1'-O" none tot0 NOTES: I. min. coverage of steel=1.5" Kagem full o vant vinyl soffd installed 2. min. hearing required a ea. end=8" AI-L_f6'InforCing steel I& grade 60. using 1/13the shank x 1.5" long gaily. 3. standard for taint, steel=ASTM ALIS roaring nails with 3/8' die. head per a1 Aluminum Drip �- Edge E Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd " is at each web \ on VIP` hrrib lath total and vertical wood or staples to provide V prnetratiori into sing and 3/4' penetration frmina members TYPICAL LINTEL SECTION product approval -sea chart sheet 5/8' thick light textured ( PRECAST CONCRETE) stucco on typical concrete 12' x I2' concrete column block construction LINTEL SCHEDULE Mork � wLLnt� width8f7a Lintel Jut-fCr pis PH' Awe k ; :;� SIla I:el S me Max. (P FI max (ZrqP�) M�� lP F) L22 2'-2' W-6' �e-OB/IT 1 #6 3069 Ill 1024 L31 9' e, 4'-O° �9-06/IT 1 #6 2541 1363 165 L45 41-V 5'-10' Blas-OB/IT I #6 n06 904 334 L50 6'-O" 6'-6' 8F8-OB/IT 1 #6 123E 835 121 L60 6'-e' 1'-6' are-OSAT I #6 Ion 121 534 L80 e'-0' 9'-4' SP8-IB/2T 1 85 2 86 152 691 612 L90 T-o" lot-(.- �9-IB/2T 1 #5 9 #6 643 630 401 0015 9'-O' 10'-6' BPI'&-1B/2T ONE 1 85 2 86 1933 Us 401 LI00 MY-0' II'-4' SP9-I5/2T as 2 85 582 444 452 LIOOB 1y0,'�-/0�' II'-4' Br16-IB/2T ONE 1 85 2 #6 13L6 1028 462 L120 121-0" 131-4' �e-IB/ZT _ #5 2 85 411 428 324 L1208 12'-O' 13'-4' er16-I8/2T ONE I #5 2 #5 1016 'no 324 LI40 14'-0' 15'-4' er16-I8/2T ONE ( #S 2 #6 1Z60 L09 169 LI60 IL"-04 111-40 !F8-Ill I #5 2 a6 300 M2 N4 LI&OB IL'-O' 11'-4' 8r16-ID/2T ONE 9 1t6 2 #6 160 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. block filled with concrete and (2) #1 bare vert. tied into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of looter IL" below finished floor V Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan i I� IRS Brace Gable and with 2" x 4' SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass yin bottom chord of trusses -1/2' drywall with textured finish Two rows of beam block filled with concrete _and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips a{ IL" 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" onlg proportioned Der FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Fill cell with concrete and (1) #5 bar vert. (typical). 'Max spacing shall not exceed Y I M FLAN Wood Base 48 unless otherwise noted e foundation plan notes for we — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET J s at openings 4' concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Oxf." #10/10 WWM on L and Visqueen over termite treated fill r TRUSS SHOP D AWINGS TO BE PROVIDED BY MANUFACTURER clean compacted BE SUB TTED TO THE III=III AIII 1111 rr1 IIII .IIII iii� ��� FI I" Tuwcal Section at Front Port Scale : 1/2" = 1'-0" Braden t Braden AIAa PA {{, k Architects - Planners gw t411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 f - E—mail: bradenaiascomcast.net ANY CHANGES TO THIS PLAN SHALL MI 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 CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wgr1ne Building Corp. Dalte Draw r Revisions Sheet -20 T t h 1 e Cottage C GARAGE LEFT Drawn bg: REVIEWED FOR c.c.u. Spanish Lakes 1 Checked by. CODE COMPLIANCE St. Lucie County Florida...w..4_R�.E3: r; ST. LUCRE COUNTY OF 5 _ Comm # 19-22 B PANEL „A„ Pd" SR Load Wire Dowriptwn arm ores Description Wee Load DR Pala 1 20 1.2 ke 812 Refngaetor I Itanor si Q.O Its 50 2 1 20 1.2 ko #12 Clothes waver a 1 20 1.5 ko 512 KitOhsn S.A.C. 5 i Drw a10 5.0 ke 30 2 1 20 1.5 ka 912 Kitchen I.A.C. 'I a 1 20 BM Bethroon Reaepts 4 10 Air a10 5.0 to 30 2 - 1 20 1.2 ke *0 Dwhsoww 11 12 1 20 1 1.2 ke 80 Mwraesvk 13 14 Air $10 5.0 t• 30 2 1 15 - s14 General Lghtig I5 IL I 15 s14 Genets[ Lighted 11 10 WM sa 1A ke 40 2 - 1 15 - 514 General Lghtxg N 20 1 15 $14 General Lightwg 21 22 $a -1.6 ke 40 2 -- 1 a IM Geeral Lghtsg 23 24 apse 25 2L GOO sm 0.01 K 20 I spare 21 28 apse opera 29 3o spare PANEL "A" LOAD CALCULATION SHEET Load Description Qtfii. Watt& Total(Watts) $4411../Apph..... �lrcwt(s)................................... Rena!......................................................... JRIP!meraior ..................:...., ... .. .... ... Microwave .......... Diah Washer ,,.,,,,, .C*hew ,Washer .... .....:.:: Clothaa ,Dryer ..... ......... ..... Water Heater Garage,Doa,Opanar,,,,,,,, I1,041 3 4.e21 2 ISOO 3 000 1 12.000 12,000 1 1200 I 00 I 1500 100 1 1200 1,200 1 1200 I 00 1 5,000 5000 t 15,200 15,200 1 810 810 Total Watts 45AS1 First 10000 Watts 0100% 1 110.000 10,000 Remainder 35.931 040% 1 0 14.348 Electric Heat or A/C 10,000 sL5% I 10,000 I0A00 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Re uir d = 150 Amps Electrical S mbol Legend $ single Pole switch ® Recessed Can Light Ss Double Pole switch ® Eyabou Recessed e Push Button Switch Exhaust Fan -49 Duplex Outlet ¢ Caing Mounted Light Sp"d Receptacle ♦ Wag Mounted Light := ground au circut Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Cor iectwn Jack ® Carbon Monoaade Detector 4& Flood Light (D ThernsooW ® Eeectncal Panel ® Central Vac 8 Electrical Meter ® socks Detector %t,� Calling fen ® Tel"aon Jack ® Telephone, Jade q DISC A/C Dwannect ® I x 4 Floresce t Light 12 x 4 Florescent Li ® speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O se THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) ul THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can ME 2" PVC ( FPL schedule 80 2' no service FPL A/C disc. IS MCB PANEL I 1 graind rode ELECTRICAL RISER bonding pant - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering A/C disc. #2/0 AL SER Cable With #I Grnd -------- 2" PVC Schedule 40 conduit sleeve ISO into attic MCB PANEL AHU L2" a rated r can nE'FeR Interaystsn bonding VC ( FPLTermination pant dule 80 2' ri W service FPL GEC a El" *8'-!8Kaluvanaed ground rods IF _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating prior to ordering equipment 2.5ton 51 El Meter 124 CFM IOx1Ox1 MAST BEDRO M 124 CFM IOxIOx1 I3 CFM ex4x4 s' 5 CFM 99 B�A2xl0 8x4x4 ®,r,,,.r CLO x FWD XW2 CFM Qx4x4 s WH above .r. 144 CFM 12xLxl I I I I I I I GREAT I ROOM I 112 CFM loldoxis I I I I I I COVERED PORCH 112 CFM IOxlOxle DINING ROOM Attic xAiQiIiI - with 1ghl: J 150 Amp '---- _______----- Panel &T� r~jsfi i ' wn I U Ou ° ° 1 DWG I GARAGE 3 CFM IAbo el I11 CFM ex4x4 1 \I 20401 R[A 12odx1 I UhID Y i %ICa ng i -1Le KITCHEN o de sk I ex4x4 M -L sT�p�,aGE ENTRY I a_ W MECHANICAL LAYOUT SCALE: 1/4" = I'-011 ELECTRIC NOTES: I. Use copper wire onlu from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be The verified before 2. Provide and wire aTl required smoke t Carbon of period years ordering. contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the ,lob conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and Install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacement& or repair of any or as selected by others. 5_ ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. 9. A/C Return Air Balance Must complyg w/ FBC RMIL02 A/C Refriggr4rlt lines that are run Ehru slabs must be the requirements necessary for the equipment to be placed in proper working order. 23. All exposed wire below 9'-1" shall be installed in m al EMT reeved in 11. All work shall be done in accordance with the N.H.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FEFC RMI502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all Pees, permits, testing, and ins ections including blower testing where required. 16. The electrical' system shall be completely and effective1 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for orotectlon 19. All material shall be new and shall bear underwriters' ° MASTER BEDROOM CLOSET Install owlet 1 L under disc. '�"��. not shown f'or clarity WP C,FCI 8 R dl Exhaust Duct 77 Thru Soffit a GFCI n'/C Tankless W u1 mounted above Pull chain icy Z2• x 3L� light in atticpc t� AGht Meter 150 Amp - - Panel GARAGE GFci j_ opener r-----------------I I I I I I I I I I I I I I I I I I I I I I I I I C T R I C A L COVERED PORCH GFCI / DEN V 11 CL I (IU ®I I ®I I I I I GREAT I ROOM DINING ROOM ti au lei . t � re •I ENVRY° PLAN Post Light with Photo cell I SCALE: 1/4" = 1'-0" Total Attic Space = I,92-4 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required Provide A Continuous Vented Soffit FBI • W re For Front Post Light J ° V d X - O � O �v a >o C- IL Braden r Braden A1,4a PA l�J�l. nn Building Corp. F, Date Drawn : Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue L • a GARAGE The t a 1-10-20 Drawn bg: REVIEWED - 2 Tel : (112) 281-8258 ' ®®t 9 LEFT C.C.u. FOR - ID Fax : (112) 281-8283 E-mail: bradenaiaocomcast.net Spanish Lakes �, St. Lucie Count Florida Checked by: CODE COMPLIANCE ST. LUCIE COUNTY Stuart FL 3499L #AAC000032 9 D.R.B. OF 5 Z ts =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less ' Spre er Bar ' 60 degrees or less me Tag line � 1R span aaaa�. Tag line 11prox 2l3 t. approx. 12 o.Bpan. FER TO SCSI REFER TO BCSI Truss musthis way ff crane is used. Truss must be set this way if crane is used. :bset Truss is an ple, your truss may not match. Truss is an example, your truss may not match. Insist craerator sets truss this way. 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 HANDLER 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. A WARNING AL The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend ATTIC STORAGE 2/12 VAULT raQ4 BEARING @8'-1" eLDo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. ALL BEAMS BY OTHERS NQ T'ro- 1 � 4114 4 A -.. 4 4 4 aA 4 1 4 4.4 D D J1 Jt v 4 Q Y p J3 J3 v n D --"" D J5 J5 ✓, D �'^ v GRB D p D B3 D B2 CEILING AT 8'- 1" D b V Q B1 v D D B D Al _ D ._. . _.. _ D D v D ODD SPACE o r P - T L D v D 15-06-00 D .. A Q 4 D v D Al v D v CEILING AT 8'- 1., / / CEILING AT 8'- 1" TB v ... / I A.H.U. / .A 1 1 Ili .,:./ ...... . .. IN A2 v 3 CEILING AT 8'- 1" a RA 2-PLY J5 p JS G o 0 0 J3 0 J7 it �D D V-- -D D D D9 D pD p D n n r n n n n n n d.ca a HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNOER JACKS ARE NOT BEVELED SEE STANDARD ENGINEERING. 26' O.C. THRU CORNER JACKS ONLY 4" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'- 1" 12 END DETAIL: TYPICAL 4t- 3-15 O 1-00-00 C6 PLUMB CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'- 1" 14 END DETAIL: TYPICAL . J2 X3-15 12 0 CO 1-00-00 ter. dr REVIEWED h CODE COMPL� ST. LUCIE CO BOCC Wassassis TRUSSES cAFABRICATION AGREEMNNOT BE STARTED UNTIL THIS AGREEMENT IS SEND &RETURNED he undersigned acknowledges and agrees 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority fa etermining successful fabrication of the trusses. 2, All dimensions in this layout have been verified by the undersigned, 3. Unless written notice is provided by Certified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Trul hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss haE he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss wil responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss ha o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer I; esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change I any changes are made in this layout. A $50 per hour as for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price nvoioe will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date o elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truse easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantcee ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersgned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the ecipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred tr erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities Fo, onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIM'TCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. ATED IGNED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 1§901 Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 1Uo Study the contents of the information packet included on delivery before setting trusses. 4 Trusses must be set and braced per design to prevent injury & damage. _�, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleancier Avenue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772.465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM The Architect's or Architec i representative's shop drawing approval is NOT a "double check" of the contractor. The contractor sharl 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 loads and their re.,pe{aivo loco ions. ^J' Approved 6 ' I t ,A � (/(J Date: __ Braden & Braden A.I.A. P.A. LOADING'DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604,6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 T2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II. Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11455 SCALE: 1/4" = V-0" -7(0530 72 total trusses, 18 unique designs Designer: BLW Reviewed by: — Date: 11 /08/19 FOR t-A9aS Wynne Development DESCRIPTION: THE COTTAGE / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455