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HomeMy WebLinkAboutBUILDING PLANSGulf Coast Supply and MFG Sv Crimp Metal roofing FL 4II451.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x LS" wood screws with self sealing washer at 12" o.c. max spacing over A5TM 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 a Led 4" _o.c. at all laps _and -two Jstaggered`rows 12` o.c. in field. Attach 12" 12" 5/8" thick light textured O O , stucco on typical concrete block construction o' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" 12 4 SLOPE 12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 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 5/8" thick light textured stucco on typical concrete block construction - LEFT ELEVATiON 5/8" thick x 8"w cut coral finished stucco ba ELE\/ATiON NOTES: 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 i o.c. at all laps and two staggered rows 12" o.c. in field. Attach dock to trusses using attachment detail on this sheet �/ V 61116" bU6 l Vl QI stucco on i.9picai concrei.a finished stucco bands block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — Any changes to th s plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands into Window or Door. SCALE: 1/4" - I'-O" SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing PI_ #11451.12 2L 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 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 ml_.�ir_isaaaa>•ir_ir_ir_i�ir_ =MENOMONEE coral finished stucco bands gill i 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition rite 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON SCANNED BY St. Lucie County Igub 06y) FILE COPY /8" thick x 8"w cut )ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 5/8" thick x 8"w cut _4�t:t coral finished stucco bands SCALE: 1/4" - 1'-0" Finish Columns with 5/8" thick cut coral finished 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) 101111, Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buddng Design is Enclosed Risk Category:: II Wind Velocity: 145 mph ultimate Mean '- " Roof Height: Roof Pitch: 4.12 Internal Pressure oe icient: tD_Ie Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavu wo; Width of Roof End Zone: 3` 4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.12L ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LOL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.11 pill Roof Zone: 2. +20.1./-51.0 pat Roof Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components ! Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 Pat Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Wall* 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 ®Walls es 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: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 paf ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: —15— pal FLOOR DEAD LOAD: 10 sP JOB ADDRESS: FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = l'-O" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,600 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 F.B.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department 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 pper 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 11. All exposed attic insulation materials installed on attic floors shall have a critical radia flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.S.C. R316 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, CiO'41,CIlii, C11-18, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Mamba( Max. spacing of fasteners Nail sizin op dons for g drywall into Spacing Maximum installation of wood framing members Nails Screwy 2" x min. thickness Ceiling Perpendicular 24" T" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4' long �2 /I annular -ringed or 5d cooler nail OR 0.080 h die. xx 1 5/8" long with Walls Either IG' 8" 1L" Direction ad OR Ggpsum board nail 0,086' die. x 15/8" with 9/32" head. Ceding Perpendicular 24" T" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8' Ion g annular -ringed or bd coder nail OR 0.092" die. xx 1 1/8' long with Walls Either I6" 8" IG" Direction 1/4" head OR Gypsum board nail 0,0915' die. x I 1/8' with 19/G4" head. CRASH POST DETAIL 34" high by 4" diameter N.T.S. steel crash post. Floor Flange with 4 - 3/8" expansion bolts Into slab (3/8"t 50 ksi steel plate) 6" 0 �il9'0 FBC R302.9.1 per FBC R302.9.2 nt I" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachmen(. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile 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 tile 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 ce a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordanwith ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" 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 with (10) lod x 1 1/2" nails ( 24' o.c.) supporting Max. 1810lbs. uplift Aluminum Drip �� Edge E Fascia 2" x 4" sub -Fascia Kalican full o vent vingl adfit i using 1/6' ilia shank x 15• long roo/mg nails with 3/8" die. head product approve! - see chart of 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell I Grade 12 4 F 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 (l) #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (l) #S bar cont. for bottom row over openings #I 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 Fi-foil Insulation on typical 8" Block walls All drywall to be installed per FBC R'102.3.1 i and shall meet all pertaining ASTM codes. m Mortar to be Type "11" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RGOl.2.1, Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4' concrete slab with fibermesh OR Oxf' #10/10 WWM on G mil Visqueen over clean compacted termite treated Fill -I HH III. III. IIII- "'"'�"-"III' a" \14" x 14" Concrete footing 14 with (2) #5 bars cone: and #5 T Y P I C A L SECTION transverse bare at 40" o.c. Scale : 1/2" = I' - Head fixed door sliding door 7 1 I/2" AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = I-fl sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,868 2' VTR JIL I I I 2M VTR JjL Master(/ Bath uShr.Sink ka W.C. She. Septic PLUMBING RISER I" x G" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track -" Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door D t a l l From e1 1/2" penetration at G" o.c. max. ach corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS WIrdow Schedule Mark Size Rough Open. Window Descrl Lion PRESSURE ZONE I. 4'-5%a'x 5'-3%" 54ke"x 63%4" Single Hung ZONE 4 2, C-2%a'x 5'-3 %a' 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2T%2"x 38%" Single Hung ZONE 4 4. 1 4'-5%a"x 4'-2Ve' I 54ke"x 54%" 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X l'-o" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X G'-8" 41 %,"x 83%, Fiberglass Panel - Inswing ZONE 4 C 6'-o" X G'-8" %," ': »`°° '14" x 81 ° Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -51-Fold Finished 24" x 81 %2" E 2'-G" X C-S" Solid Core - Wood - I. -Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel J 2'-6" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X G'-8" Solid Core - Wood - I. -Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction M b IIr 9'-G" 12" 8'-6" 12" OPTIONAL O PATIO/SLAB TT EGRESS 12'-8" N MASTER BEDROOM �a 8'-O" A.F.F. „N Flat Ceiling vI ir AIC Meter s� Rod iff Is CLO E � I � I 7TH 12" x 12" Concrete column / block filled with concrete and (2) #T bars vert. tied into lintels above Covered Porch v I 8'-O" to19'-8" A.F.F. Yaulte Ceding CAR IAT ROM I I I �- I i v- I N " x 6" knee -wall e'-O" to 9'- elow counter top I Vaulted Ceiling DINING 7 F• I ROOM 1 I Vanity to be 34 i2"high High Wall I I-I/2- 4'-1" �R-II eat nwlavTOWH 4"� Steel BollardSeedetail ®N 54Provide I22"x auto Attic Accecloser I uth light-----I50 Amp P nel GARAGE Flat Ceding O N r----------------- i Block wall in i garage to be struck block i I I I I I I A I I E BATH Rod t Shelf 8'-O" A.F.F. Flat Ceding SECOND BEDROOM Gl c, in m I Ln N EGRESS ❑ ° " ao ° i O O C V E R D 12" x 12" concrete lumn block filled ` ORC with con rate and (2) T bars vert. tie into lintels bcve 3'-5" 2'-8" 2'-8" 4'-2" 3'-4" 9'-4" 34'-O" Install windows thru buck into block with 3/L" tap -con with 11/2" penetration at V o.c. max. Attach buck to block wall with from each corner and 20." o.c. max 1/4" die. Elco cone screws with min. thereafter it ambs end 20' o.c. max. 1 1/4" penetration at 12" o.c. max Exterior Face at head and sell per product approval and 4" max from each corner thru of wall Buck to be I" x 4" PT Exterior race 2" x G" PT Buck /------- \ of wall I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT IIIIII lock with case hardened nails ON ALL JAMS, HEADER, AND Detail at W 1 ail d OU1 S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION J NTS Braden t Braden AIA, PA Winne Building Corp. Date Drawn Revisions Architects 411 - Planners S.E. Coconut Avenue The G ran d Carl t on GARAGE LEFT Drawn by: Tel (112) 281-8268 C.C.U. Spanish St. Lucie Lakes County Florida Fax (112) 281-8283 E-mail: bradenaia comcast.net Checked by: D.R.B. Stuart. FL 34996 UAAC000032 _ s J. OD 48 Wood screws thru jamb into buck at each hinge and 15' o.c. max and prior to door attachment NTS Sheet 2. OF 5 Comm # 12-2� r-1 -7�7 - — — — — —i I_ 14'-0" 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 L 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. -1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -It., t 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 IS. 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. 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—I1" 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) L 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 60, meeting ASTM A-16 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/ 50" overlap - at each filled cell 4" concrete slab with fibermesh OR 6'xt' 3$10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade so �I _IIII III IIII— 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" f=), TYPICAL FOOTING DETAIL GI`AI C 1/')° = 10—n° 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 95 bar Cont. Step per foundation plan 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16' below Finished floor .71-A (2) #5 bars cont. bottom steel SCALE 1/2" = 1'-0 " Verify house slab height in field 30"x30"xl6" concrete column footing With (4) 1*5 bars each way 30 rl COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE, SCALE: 1/4" = 1'-0" 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 L"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ' j—,4/ PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30' overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb heiglit based on gar. floor 4' concrete slab with fibermesh OR slope. 6"x6" #10/10 WWM on 10 mil Visqueen over U5 bar in curb clean compacted termite treated fill 0'-0' 9 F.F• Grade t14 I14"w x 14"d concrete monolithic Footing with (2) #5 bars cont. RAGE CURB DETAIL 1/2" = 1'-0" 2" x L' PT wood secured with \ 3/8"dia. x L" 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 N-C'CJ. 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 ,•1:Ei:•} 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 Filled Cell Column NTS Braden 11 Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 349% UAAC000032 2 () In I N 0 I n e I'-JPATIO/SLAB i _ °° D. 1----- -I ------ fi T —, c ° r------F� --- I 8z ©L--J Q ©�I J I QI Filled cell under pl I girder above I o Rear Patio/Slab r I r J �tofbrrate omphe house red aslab.� O 8I ;LI n m I I r4 — �O - I Thicken footing to 24'w x 14"d x 24"L I I I FI under filled cell I O under girder bearing. LOO — — ° °- l7 ° — " ---F— — — — — —- I Rear Patio/Slab to be flush with bottom of ° sliding door recess. Slope 1/2" I i I t- I I �- I �- I I I' - I ° I FI I 32'-8" B. I 4" concrete slab with fiber esh OR ° 6"x6" 1*10/10 WWM on 6 mil V squeen over clean compacted termite treated fill I FI I —i / \ I �I m I I� a Cj I Io I I i° I I �- I I `- FI t- _ I4- o I I� I o I JA IIF_ °Nil- 4' A/c #1 I 404) Steel Ballard FI F5 } filled w/ Concrete ® I I F p I I IOla�l I — oa W I °~ E :! I ° I lo- �aE I LIQ 'V — FI °o = OI ,I o O ai 3 4 a \ FI � I � ;, O o I u�p� F51 ----_o IF5 -mow WDO— IL x o L— 5 Recess for ----u r 0) r I I ° 1 — -- - ° Garage Door - - - ° — — — F o ° 3'-5" 6'-2" J Ill_RE 6" F 6' 12" x 12" concrete column block filled with concrete and (2) #'1 bars vort. ti into lintels above Wgnne Building Corp. The Grand Carl Spanish Lakes St. Lucie County Florida ,d'Q OD 05 ° 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 F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn Revisions Sheet 3-21-18 Comm # GARAGE Drawn bg: LEFT C•C•U• 12 — 2 � Checked by: ID. R.S. OF 5 Provide #5 bars with min. 48 bar diameter* overlap into beam. Tie filled call steel into continuous beam block steel. Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on press re for roof stated in permit info box on t�ese plans Tor zone 3 FT KauArea Ede Field Fastener Pressure Zone I 6" 6" Sidring shank '45 psf Zone 2 .4 6" 8d ring shank lb psf Zone 3 4 4" 8d ring shank 84 psf ** Zone 3a C 6" 98 wood screw 112.5 psf ** Use nails or screws based on ressure for roof stated in permit info box on these pl�I for zone 3 Lr Verify with Plan Column to Lintel 12 "x 12" lumn dock a41 Rebar Provide Cast -Crete BUS-OB/OT precast lintel set in mortar Min. Be Bearing Fair �;r.•.•,��','r"�Crr ;;ti;�f:r ..�v,'�.,�:i I F� ;1 Provide PT Buck y ,.:I attached per jamb details into Pilled cal -:.1 4" Pre -cast Sill r f,.AJ 7 Poured Filled Cell Provide #5 bars with min. 48 bar iamaters overlap in filled cell. Tie Pilled cell steel into continuous Pouter steel. a Concrete Footing T�:' •; , <; 'T 'r•'te''.' (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-O" v N SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" oc. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) 10d nails into truss c/veriap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING Attachment AT CENTER BEARING POINT 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 Tggpe 2 felt paper using 8d Hells. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 go, 5v crimp metal roofing attached to plywood dack using #9 x 1.5" wood screws with self sealing washer at 12' o.c, max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fgstened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment Betel on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear "A" "B" ;'.;:" •;�;:, '.:�-;x Length Length Span Bars Bars r',,;�r � r el 7 CLEAR T-10" 2'-8" I'-1 2,43 none V-0 3'-4" 2'-2" 2,#3 none 8P8-OBAT 8F8-IBAT BF8-18/2T Additional 4'-0" 3'-10" 2'-8" 2 rt3 none #5 bars V•� CLEAR,,.M :! :!! 4'-6" '1 3`2" 2.43 none :;. :` .••• me Row of "H" S'-41, 5'-2" 4'-01, 2,#3 none " ^•"i' Block Above i"::;��'I:'' `i.' 5'-101, 5'-8" 4'-6" 2,44 none Precast Lintel r � el t Additional i L'-6" 6'-4" 5'-4° 2,#4 none 85 bars 7'-61, 7'-O" L'-2" 2 u5 none 8FI6-18AT 8FIL-IB/2T 8'-4" T-10" T-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=l.5" 2. min. bearing required a ea. end=8" 3. standard for reinr. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) ( LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size ast-Crete ecification Rows or "H" Block Ab9Vo o x Bottom Steel Site Top Stool size Max Gravfty Load (PLF) Max uplift Load (PI Max Lateral Load (PLF) L22 2'-2' V-6' 8F8-OB/IT I #6 30L9 I569 1024 L31 2'-L' 2'-Be 3'-1. 4'-0" 8F8-OB/IT 1 #6 2561 130 163 L45 4'-5' S'-10' 8F8-OSAT 1 #5 1105 909 339 L50 W-O" L'-0 BPS-OBAT 1 #6 1236 835 121 L60 V-8" T-A' BF8-OBAT 1 #5 1011 121 534 LBO Ill dl BFe-IB/2T 1 #5 2 #5 152 Sell 512 L90 T-O' Ill BPS-I3/2T 1 #5 2 #5 643 530 401 L90B T-O" 10'-il 8FI4-18/2T ONE 1 #5 2 #6 1533 1183 401 LI00 10'-O" 11'-4" BF8-IB/2T I #6 2 #6 582 494 452 LIOOB Ill ll'-4' 8FIL-IB/2T ONE I #5 2 #5 134L 1028 452 LI20 12'-O' I3'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' I6'-4" 8FIL-IB/2T ONE I #5 2 #5 1260 L09 259 L160 IL'-ce IT-4' BPe-IB/2T 1 #5 2 #6 300 11 114 LillIL'-O" IT-4" 8FIL-IB/2T ONE 1 #5 2 #6 950 600 194 - 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — ( 24' o.c.) suppporting Max. 18101bs. uplift Aluminum Drip _ Edge E Fascia 2" x 6" Sub-F 12 4 Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd Its at each web I/2" thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood 12° framing with nails or staples to provide asCt no ley than I-3/4" penetration into horizontal mood framing and 3/4" penetration =xxinto vertical wood reaming members Kagcan full o vent vinyl saint installed using 1/8" die shank x T 5' long galv. roaring melee with 3/8' die. head per product approval — see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8'x8" with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor J 5/8" thick light textured stucco on typical concrete block construction Varies -see plan #5 bar vert. w/ 30" overlap at each felled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan r" Poured cancret Poured Cox concrete bic, Concret nanufact chits Per specs ox. Aluminum Panel Sass per manufacturer — See Tyacal Saud Detail 'I/8' x 3/32' Wing Nut w/ Opp ropriate washer and spacing `e per manufacturer's Details u 1p .oN• 9 I Stud Detail Stud w/ Die Cost Zinc Nis Nickel III Wing Nut yr Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP 92 8ft back nailed to bottom Of top chords using (2) Ill nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) q W 2 N N � X r 0w tti = �W°a nL a to mj ti Ec= °p O Q �y W 2 E#IC Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses I I/2" drywall with smooth finish OD Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (U 95 bar cont. for bottom row over openings I/2" drgwall over I" x furringg strips at 14" it with R4.1 fl-foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" ones proportioned -per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) a 2 �i Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e die. threaded rod with min 12 embedment hurricane anchor at each truss into beam (22) Ill either wet nails into act or in epoxy with truss. Add blocking to ( 24It O.C.) supporting Max. pp g trues leg per detail on this sheet ETA 20 1810 Ibs, udllft _WA Al .�i IN 11 A WA MAN Ar. r", , , 9 [=Ad Nil ANNE OVA �AOAAWMF ,Jr ffAe AV, ANA —WA, all ON WAN-rA",A wee =,. I. - 01.1 WMA Fe rim HETA 20 O H W O W w x s � � m fY v ,; W a a a d 2 0 in m U,-A ° 10 " O to q — E r_ 00 (A W 'V' ull r 0 F- W Fill cell with concrete and (not O ROOF j� 1 . Max. g shall spacbaring exceed Wood Base 480 unlessnotherwi otherwise noted see foundation plan notes for _ — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET J spacing at openings 4" concrete slab with fibermesh OR 61 #10/10 WWM 6 Visqueen — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET on and over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE d a FI 14 Topical Section at Front 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 Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE )" = I'—o° FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 0 PANEL "A° Pdes BR Load Wire Description arc# are# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 6 L Range #L 12.0 kw 50 2 � 8 1 20 1.8 kw 812 Pump 9 10 Dr4or #10 5.0 Its AO 2 11 12 1 20 1.9 Its #12 13 14 Dishwasher 412 1.2 kw 20 I 1 20 1.5 kw 812 Microwave 16 16 Rerngerator #12 1.2 kw 20 1 1 20 1.5 kw 912 Kitchen S.A_C. m i8 Recepts #i2 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 20 1 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 20 #12 General Lighting 29 30 Recepts #12 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 I 1 120 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 - 1 20 #12 General Lighting 35 3L Bathroom GFI #12 20 1 1 20 312 smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I - 8 are 41 1 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General �ightmg (3, watts sq. ft.)..... Small. Appliance. Circuit(s)........... . .. . . . . . . . . .. . ........ . .. Range .. Refrigerator ................................................. Microwave..................................................... Dish Washer ................................................................. .Clothes..Washer....................... I ................. ,..... .Clo0VA.Qryer................................................ Water. Heater ............... Garage Door.Opener_.. .. _ 1735 3 5,205 2 1,500 3 000 1 12,000 12 000 1 1,200 1200 1 1,500 1.500 I 1,200 1200 1 1,200 1,200 1 5,000 5.000 1 4,500 4,500 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10.000 Remainder 21,415 e40% 1 O 10,96160 Electric Heat or A/C 10,000 91.5% 1 10,000 10,000 Calculated Load Watts 30.946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed e Push Button Switch -0� Exhaust Fan Duplex Outlet Ceiling Mounted Light =40 Special Receptacle O- Wall Mounted Light Waterproof ground fault circuit W- Light with Pull Chain (attic) ®nterrupter Floor Duplex Outlet © Computer Connection Jack en I Carbon Monoxide Detector Flood Light 7Q Thermostat m Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan © Television Jack Telephone Jack A osc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sP1cR Speaker Hook -Up ❑I Intercom 163 CFM IOxIOxL PATIO/SLAB MASTER BEDROOM GR IAT ROM 10 CFM IOxIOxL 12x12x9 B/A R ­1 Center Registers i� t _ _ _ ______ a\ 1 149 CFM on ceiling fan IL9 CFM �1 - , "N IOxIOx I IOxlOxl ° 12xl2x9 B/A H.B. =CLOSE 1 CFM 8x4x4 1 I I I I e x4 ----J 12" 1 3 CFM - `DINING Soffit �ATH '`' I ROOM Meter k 15Panel anel L - - - - - - r- - ° -- Lim O. e x 54 I Atttt ic Aeesas I with light J = 232 CFM ----- Q d I 12xLx i GARAGE r----------------- , I I I I I 1 I 1 I I I i I 1 I I I 1 I 1 I f I I = JUNCTION BOX TO SUPPORT A FAN O= THERMOSTAT LOCATION I I E C� f CAL L/4NrCUT B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. I�. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and b. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. S. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C RefrigurEnt lines that thru be 19. The electrical system shall be completely and effectively are run slabs must sleeved in grounded as required by the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullgg operative. 13. Contractor shall pay for all fees, permits, tes{in and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 14. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 2b^ Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM i I \ 12xl2x8 �1 B/A HB Vent thru --Jt;' Or i It ---- z Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install oule under drat. N not shown Or O clarity COVERED PORCH o A/C disc. AM #2/0 Aluminum Peed I h" Conduit PANEL M TE AHU 2" PVC ( FPL 2" rigid service PPL Bare #L coppe wire to tt5 cont. rir m slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction A/C Meter 16" MASTER BEDROOM OPTIONAL PATIO/SLAB ,'Covered Porc %\ 1 1 WP GFCI \ \ \ 1 i --I V•u I Smoke / Carbon R AT Monoxide Detector R 1 OM Combo O S I I I I I I �I I 0 II I =8 II I II I II I I DINING-�,� GFCI I I R O O M I PC" GFCI GFCI I /r KITCHEN L - $moles L Qrbo - -,. Monoxide Detector / I Combo /24" 3'-2" _ 3'_2„ \1 t I/ GFC\I 4C. GFCC: I r 42" GFCI - [C vr �H..F-22" x 54" �--> Attic AccessJ / ® with light 150 AMR Optional Panel Pull chain panel location light in attic92"GFCI GARAGE Garage Door Opener r---------- --- � IIIIIIIIIIII i IIIIIIIIIII 0'4 CLOSIE ELECTRICAL PL AN C 1 � FM \\\SEC090S 4 ® BEDROOM TV � P PB / WP GFCI COVERa[:r n ' P`ORC H f SCALE: 1/4" = I'-O" Attic Ventinq Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Post Light with Photo cell 6'-3" IN-4 Exhaust Duct 'Thru Soffit Wire For Front Post Light Braden 4 Braden AIA, P,4 U1gnne Building Corp. Date Drawn Revisions Sheet Comm Architects - Planners 3-21-18 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8268 The Grand Carlton LEFT C.C.U. E -1 12 - 2 � Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spanish Lakes Checked by: Stuart_ FL S49q� #AACO00032 St. Lucie Count(J Florida D.R.B. OF 5 P PB / WP GFCI COVERa[:r n ' P`ORC H f SCALE: 1/4" = I'-O" Attic Ventinq Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Post Light with Photo cell 6'-3" IN-4 Exhaust Duct 'Thru Soffit Wire For Front Post Light Braden 4 Braden AIA, P,4 U1gnne Building Corp. Date Drawn Revisions Sheet Comm Architects - Planners 3-21-18 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8268 The Grand Carlton LEFT C.C.U. E -1 12 - 2 � Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spanish Lakes Checked by: Stuart_ FL S49q� #AACO00032 St. Lucie Count(J Florida D.R.B. OF 5 -LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE I TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE AST NED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span, or less A 30' to 60' Span AL i`=o degrees Sprea er Bar Or less • %2 --► 09 �Approx 2/3 to jri „ pprox. Line 1/2 of Span w.v r crone used. got motch. .. way. REFER TO BCSI iss must be set this way if crone used. This is on example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A IAN9::>I—FEE R NOTE UNi. ESS 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. U rEPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. CaryingGirder- - Nails must be as shown. Guide tabs o Dome angle nails. Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 I upset=l/4" heel=315/16" I PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- 7�12 2.00 $8 1. upset=l/4" hee1=315/16" PLUMB CUT END r ;. 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT The Architect's or Architect's representative's shop drawing 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 gravity and uplift loads and their res ctive location Approved By: t V Date: 1 Braden & Braden FABwcanC BE umn TM MYd daa4mn dlhs lMWedr%*We ittddli b ioN wtllgty fpr �� n ` : 2AIdmwWemintllelryadlrgbewl .,. lldei. terMEen rrotloe Y pgetdb bt, Aluld) reKy the rrrldwegrrW .a... th tWlirod�'ab gtethenT bREEMENT e oaREM thY trw. p�p,,� d�m+nt Y Eftwx alMouas., i to t IwtZllua w6dn tut w� a .row.d..kt the ; - ( dM6we b a it pa uerwerlett�pp 11e'—' � a-p""d° ft nrn.M.pdp, vleacs be al Coy Yts run rps� a, « r h nabrtwrea � nmrallM- ddea� tUft erm tuna ■ore" 10 pay �_ uam p "Wrest t[rdes wIp Der"ro'eCt.elNt`. o�7nreeewnaMbritemwhusyt, ay Ytwnrrbee perymutt wlwn aQe� br M. ranhod yN klcllrmrrprr Y deal dowed to p�,yam ft for y ANYsuch - referred ttenil, lbot puy f ��IL an eirm Nmld,ed het«ad.r e Cam. t "kkL eple wren br err rra..,w.,--2w ------rS—r•• owerw-optwwti�tryd,dp�� M Wr trweee muse be fasbned t peftwr per onylnowklg :beforeffleyaresot; fallen tD do .go can rebabil roof cotypw T era! aw Y tlu rojill are9ud and can save We •Stuff the awrterds of the of the two areeta before lndudW on doUwry 7Yuwaemathantiedbracedper 7iswass must be *;Plumb and equan Do��natt it a buNa or stack of Plywood, roolln0 !naberlal or any �wMIO. W,ryy llrr OwrM�u LL� _ _ DUNOT SET TRUSSES US/NG 7 LAYOUT .USE LAYOUT DELNERED 1M7M TRUSSES TO SET TRUSSES -.CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plei Florkla 34982-SM - - 800-551-5932 Fort Plerco 7rZ46&M2 FaX 7M-4gti"8711 Vero eeach 7n4569. o12 Stillr.r_t ew..,.t�A000:oe'rprj2,rIM r 118,i102 92.0/93.2 MIRX 4.2 DESIGN CRITERIA ---- County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake 3 Loading in PSF Roof R.D.L. >°. _ w Top Chord Live 20 M Top Chord Dead 7 4.2 m wc 1 Bottom Chord Live 10 Non -Concurrent £ t 1 2- Bottom Chord Dead 10 3 ,° m TOTAL Load 37 72 m w Duration Factor 1.25 a 'o Wind S peed 165mph is Top Chord C.B. Sheeting by builder. to Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-M Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W Cn Q GARAGE RIGHT 92 13 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: M11323 Scale: 1 /4 = V 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III ?517� PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11323 3s � j Wo