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HomeMy WebLinkAboutPLANS2" r,sulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 L ga. 5v crimp metal roofing attached to plywood deck using #9 wood scroll with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1. " ring spaced 6" o.c. at all laps and two staggered rows 12' o.c. Pre deck to trusses using attachment detail on this sheet 5/8" thick light textured itucco on typical concrete block construction 12 SLOPE 14 RIGHT ELEVATION 12 ,IF —SLOPE 5/8" thick x 8"w cut coral finished stucco bands DUAI.: I/"P - r-v- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5' wood screws with &elf 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" 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 PE GRESS GRESS ` _Finished Floor — — — — — — — — — — — — — — — ---------- ---- LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction 2>L4R4C: If of- M I'—V- ---------------- COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands ?ulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach dpeck to trusses using attachment detai on this sheet 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate I ' 1/2" drywall ceiling on trum 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 N. 4" concrete slab with fibermesh OR L'xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill Interior Non-Bearino Partition Braden III Braden AIA. Pro Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaia®comcast.net 12 4 1 SLOPE. Wynne Building Corp. THE WINDSC S anish Lakes S . Lucie County Florida CONTACTOR COPY A,_ olv� FED FOR MPLIANCE COrUTy CC stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood -deck using #11 x 1.5' wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tm caps and with 1.25' ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet FRONT ELEVATION 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 V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - 1'-0' 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 Building Code Reaidentids Lth Edition and ASCE 1-10 for Wind Loading Building[ Design is: Enclosed Risk Categorw II Wind Velocity: IL5 mph ultimate Mean Roof Height�: II'-O�' Roof Puck 7.4,12 €` Internal Pressure Coefficients tD_ A Subiectebility to damage troms Weathering Negligible Termites: Veru Heavy I, Width of Rod End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height. ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.60L+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.1& pd Rod Zones 2. +20.L/-51.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Wan Zone. Zo e..e. 5. +35 8% 48.1 pal RoeI WallComponents Wells Zone t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYeess tit = Roof Zone 2 Walla Are Components an Cladding Deter Provided? Yes Zone 5 END ZONE Minimum Sal Bearing Pressure:Q99m. Presumptive: la Tests psi S E ROD Cr APPROVALFOR -IMPACT- PROTECTION- FOR -OPE141N S- Corner Zones Roof Zane 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: —IL- w FLOOR DEAD LOAD: 10 par JOB ADDRESS: -�Sn �a\�.-e f�\"� Model: REAR PORCH RIGHT )ate Drawn Revisions Sheet Comm it 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision C.C.U. -,9CA a��; �r=; Checked bg: Impact D.R.B. I OF 5 FLOOR PLAN �� CRASH POST [DETAIL N.T.S. Racaaa top Plata for steal support 8Be detail up this L"w z 3/8'd angle sheet Counter top - varrPy type with contractor TYPICAL NOTES: SCALE 1/4" = 1'-O" 1. Contractor to verify ALL notes and dimensions prior to 30 high by 4" diameter steel crash Floor proceeding With work. p g post. Flange with 4 - 3/8" Steel countertop support angle Install L• from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center or we detail counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so ksi steel plate) gle 2" e" a minimum 1,400 P.S.I. fiber stress. c" I/2 drywall x wood .tads at IL" o.e. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2" x e" Pt wood plate ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix O 4. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102 3 5 13/8" ^ 4" # !211 KITCHEN ISLAND FRAMING DETAIL 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 S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per 4. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 1. All exposed attic insulation materials installed on attic floors shall have a critical radian flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31is, - see permit info box of code edition 8. Gypsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 CG14O, C1002, C1047I,ClI11, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) ppryuall Framing Max spacin Thicknew LoceUon Orientation Member g fasteners Nod siZ bons for � � Spacing of installation d drywall into Mawmum Nails Screws wood Pramin members 2" x win. thickness Ceding Perpendicular 24" 7" 12" 13ga 1 3/8' long with 19/64' head OR 0.098" diameter x 1 114" long y2 annular -ringed or 5d cooler nail ix 0.080" din. 1 5/8" long with Walls Either IL' 8• 1J Direction 15/64 handR G psum board nail 0.084" dia. x 1 5/8' with 9/32" head. Carling Perpendicular 24" 1' 12' 1 1 5/e" long with 19/L4' head 0.098' dam enter x 1 3/8' long annular -ranged or Ld coder nail 0.092' dia. xR 1 1/8' long with Walls It., 8^ IL' Blither erection I/4" head OR Gilpsw o board nail 0.09150 dia. x 1 1/8' with I'l head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru AIiJ A108.1, A118.1, A118.3, A134.1 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 a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance Jul ASTM E 84. Insulation shall comply with F.B.C. R31i Gulf Coast Supply and MPG 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 Ili felt underlayment installed with min. 4 aide laps and 4" 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 held. Attach deck to truses& using attachment dotal on tMs sheet 2 �.„ 7%" 6" FBC R302.9.1 per FBC R302.9.2 t i , 12 I %,. MASTER ATH R 2 .}� Iuv�"`..e'" 3- KITCHEN " luv-1 �-.4•3 1 s• LAUNDRY A V I I 1 1 12, I I 2'1 1 vi 2• V-1 °C s• 2" 3" sews i i 1 3 rci 2• 2, eri 2" g� ' 3• BATH 82 LL: SANITARY RISER Window Schedule Mark Size Roll Open. Window Descri tion PRESSURE ZONE L 4'-5Ye"x 4'-i %" Sell 54Ye Single Hung ZONE 4 2. 11 Ye"x IIJ Vs" 15' x 63 /;' Salle Hung ZONE 4 2'-2" x 3'-2%" 21Y2"x 30 he" Single Hung ZONE 4 4. 3'-1' x 5'-3%" 39' x i i/," 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 operl dimensions to be verified by contractor with manufacturer s specs prior to construction r Door Schedule Mark Size Rough O enln Door Description PRESSURE ZONE A 9'-0' X T-O• 108' x 84• Overhead Garage Door ZONE 4 B 3'-0• X L'-a, 4IJ x 83�Y4" Fiber Panel - lneaing ZONE 4 C 6'-O' X L'-B' 14' x al %"' !2'• `°tw' Sliding GIs= Door ZONE 4 D 2'-0' X 6'-8• Solid Core - Wood - L-Panel -St-Fah FineWW 24' x 81 Yd' E 2'-60 X V-8' Solid Care - Woad - L-Panel F 5'-0' X li Solid Care - Wood - L-Panel - Br -Fold G 2'-8' x L'-8• x I N" Solid Core Wood. Steel, or Maearete Door H 2'-84 X L'-So Solid Care - Wood - L-Panel J 2048 X L'-8' Solid Care - Wood - L-Panel - BrFohi ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Attach buck to block mall with 1/4" din. Elco comic scree with on. 1 1/4' penetration at 12" o.c. am and 4' max from each corner thru Exteriortwo 2" x V PT Buck A aria. a8 Wood aerewa ehru jamb into book Detail at Door pi e°to deal and h t mwir and prior to door ateaoheent NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION r- Instal windows thru buck into bbek with 3/IL' tap -awn with 1 1/2' penetration at L' o.c. max frow each comer and 20.' oc. am assfrter at bs and 20" oe. Exterior face at head ad rll�per product apprav°� of wall puck to be r x 4" PT 1 I'x4' P.T. Buck nailed to Detail ock with case hardened pads at Windows prior to window attachment NTS IT 2 °° EGRESS 13'-11" _... , NC WED ON THIS pas'-0" 8'-10'h" REVIEWED FOR CODE COMPLIANCE ST. L UCIE�+COUNTY ° Eli N ° OCC �12" x 12" Concrete column /" block Pilled with concrete and (2) #1 bars vert. tied into lintels above O Filled cell under r girder above PORCH WIRE LATH I STUCCO CEILING MASTER - " BEDROOM CO 8'-O A.F.F. ° ° °° ° ro a g Flat Ceiling 1 ad) if I ° Vanity be ® I O hto 4 Y, igh ° Rod I Shelf t­hi8'-O" tol9'-B" A.F.F. T in Vaulted Ceiling 00 GREAT'ROOM ° �LOS T 1« I °(17 H.B. H _ J _ I„ i °� ° Rod IliSher N in I IL if Oil p � 3.-4" - 32" DRYER ASHER o LAUNDRY W i C 411111 to 9'-8" A.F.F. O :I-I H I.R.-/Vaulted Ceiling if DININGVanit to be 34 y, �hlgh I ROOM 18" 42" 11 T E 11 w counter tops t. 13/8' thick steel overhang wall 1.5" I O 9'-5" 5'-3„ 901, counter top aupp is eq. eq. counter top° to ° O L over ang wall 1.5" in CD r LJ I i U 41" high wall DW SECOND a ° i ; ° q BEDROOM KITCHEN 1 I 8'-O" to 9'-8" A.F.P., i 1 ° Flat Ceding © 1 Upper Vault d Ceding M O - cabinets to r 1 extend over Ref. I i 1 Rlr. NON V AVI NT <r oreNiNG L 0 J H.B. = - _ - _ - - -if ell O Provide cool /�_ J matte Imdatian V THIRD I ® auto closer 408 Steel Ballard See detail thins ° BEDROOM an she et �\*4 W I -� 22• x 54' 1 Atter Access = Q isRli t�lt I 8'-O" A-F.F. ifi I L_-----J ° A/C Flat Ceding 8'- F. r s Flat Ceiling Simpson HETA 20 or equal Z\ / #I ti o GARAGI hurricane anchor et each trues 12 Masonry Beam 12'-8" i0 4" 1 4' a with (10) IOd x 11/2' nall° I" x L" P.T. Buck Waded to O ai ( 24' oc.) w ortrn Max PRE-ENGINEERED TRUSSES $ pp g 4 at 24"o.c. TYPICAL block with teas hardened Weds Verify attachment O 1810Iba uplift prior to door attachmen hole location with GC (shop drawings by manufacturer) Install SGD thru buck into prior to Fabrication "-' Block wall m ° MT /garage to b i block with 3lI6" tap -con with 3/8" thick V ° ° 2'-8. ° / struck block �+ .YC steel tracks R-II aatew Iir4rai Provide auto I i/2" penetration at L" o.c. max closer ^"" .as from each corner and 20." o.c. max L'-4' Aluminum Drip R-30 blown Plber lass " ` -:r"; thereafter at head per product approval 150 Amp ° Ede I Fascia g P P Pp g In bottom chord of trusses',::,:,':'°`�;�`:`rc'"�=i;��'='' Panel EMERGENCY 3" 1/2' drywall with smooth finish r----------------- EGRESS r------------_ ---1 ° 2" x L' Sub -Fascia Two rows of beam block filled with concrete O O ❑ Use 3/I6 tap -con with COUNTER TOP BRACKET DETAIL rand (l) #5 bar Cont. in each row. Substitute I I/2" penetration at 6" o.c. max. Kaycan full o vent vinul softie Installed precast lintel filled with concrete and (1) #5 from each corner and 20" o.c. max p I I I I urn 1/8' dia shank x Y.5' long goly. bar cunt. for bottom row over openings thereafter at sill per product approval I I mooring nails with 3/8" die. head per v - ° product approval - swe chart °heat #1 1/2" drywall over I" x furmn " " I GOLF C A R T I I I strrpa at IL o.c. with R4.1 Pirfol 1 x L P.T. Buck nailed to I I insulation on typical 8" Block walls block with case hardened newt e i GARAGE I 5/8' thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment i I I I I 13'-O" stucco on typical concrete and shall meet all pertaining ASTM codes. '� 1 I I I block construction Mortar to be Type M onlg proportlonad per FBC RLOTI. and Mortar Jolts shall compry with FBC R60'1.2.1. -` - - - - Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door `'' Ell ° O ° #5 bar vert. a/ sliding door ® 30" overlap Fill cell with concrete and "` 2'-8"_ 9'-0. 2'-8"_ _ L'-4" 2'-8" _ 9'-O" _ 2'-8 at each Pilled cell (U #5 bar vert. (typical). N Masonry Wall Q _ le - - ax. spacing *hall not exceed -'::;' 35'-0" Wood 48" unless otherwise noted " : ` " ; e see foundation plan notes for Base . . I vz" spacing at openings l Flooring 4" concrete slab with fibermesh OR Bottom "Trec Typicaq Qa Breakdown Square Foots 11 #10/10 1 on L mil Visqueen over BIII Install SGD thru buck into Total A/C Space = 1,153 eq. ft. clean compacted termite treated Pill block with 3/IL" tap -con with Covered Porch Total se 212 sq. ft. Grade 'r f b oil - Sliding DoorDetail 1 1/2' penetration at L" o.c max Garage 459 sq. ft. from each corner and 20 o.c. max =� _ • �: ' At Masonry Wall NTS thereafter at jambs, per product approval Jamb Total Cubic Ft = 1,4, , O2�¢ Under Roof Total = 2,484 sq, ft. - Braden t Braden AIAA PA Date Drawn . Revisions . Sheet Comm # l l e Wunne Building Corp. Architects - Planners - REAR 3-28-18 5-23-IS Garage floor slope and I I III "" 14" x 14" Concrete footin smoke detector revision with (2) #5 bars cone. an #5 411 S.E. Coconut Avenue I I I j �I n Drawn b transverse bars at 48" ox. Tel : (112) 281-8258 THE w t ' `� D S �/ R PORCH g 2 I rJ - 15 i B TYPICAL SECT ION Fax : (112) 281-8283 C.C.U. E-mail: bradenalaecomcast.net S ankh Lakes RIGHT Checked by: • Impact Scale : 1/2" = I'-O" Stuart. FL 3499L #AAC000032 5 Lucie Countg Florida D.R.B. OF 5 0 1 771 U L. I U�/-A L I X k./ I ]_ .7 : 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 2,600 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. "I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR e. 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 #1 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 1600 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. GI85 RATING. FOUNDATiON FLAN 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" 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'-II" wide. Provide (2) filled cells on each side of openings from t'-O" to q'-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 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 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/ 30' overlap - at each filled cell 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 114"w x 14"d concrete monolithic III— footing with (2) #5 bars cunt. 14" TYPICAL FOOTING DETAIL At Al_P 1/2" = I'-e)" 4" concrete slab with fibermesh OR 618x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 101, I'D #5 bars cont. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0 " 12' x 12' concrete column block filled with concrete and (2) #9 bars vert. tied into lintels above Top or tooter 16" below finished floor Verify house slab height in field ,'I Thicken edge to 8"x8" with concrete and one #5 bar continuous FOOTiNGrt SCHEDULE Mark sane Dower " I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 140D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WiTH (4) #5 BARS EACH WAY 8"W x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14°W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 6 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 and Visqueen over fill Termite Protection for New Construction. Sal 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. #5 bar vert. w/ 30' overlap at each filled cell EE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Cx6° #10/10 WWM on 10 mall Visqueen over #5 bar in curb clean compacted termite treated fill N, �$ n'-e-)" a ;z r- Asit-I, 30"x30"AC concrete column footing with (4) #5 bars each way SCALE 1/2" = 1' 2" x 6" PT wood secured with -� 3/8"dia. x 6" anchor bolt at 18" o.c. :. - _ overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail 114"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS footing with (2) #5 bars cont. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 14" Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Filled Cell Masonr Column With One -rj GARAGE CURB DETAIL Conc. Fill To Be 3000 PSI if SCALE 1/2" = 1'-0" See Floor Plan For Location #5 From Footing To Tie Beam 4" concrete slab with fibermesh OR 611x4" #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cant. ip Ln 101, (2) #5 bars cost. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" H.H. r— — — — I — — — I I FI I 24" ° IQ I I rJ I Thicken footing to 24"w x 14"d x 24"L I ° under filled cell under girder bearing. I ° I v i. r rt I i v i a r- rt 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above ~� 8'-1012" I " Io'-JtdQ — --° -- -- Filled cell under r girder above Rear Porch Slab to O be poured separateill 1 W I from House Slab. O O p � I --7----------� Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1" I I I a I I I I 4" concrete slab with fibermesh OR (.11 x(V 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill o I DRYER ASHER I I I I " I I I I i F� 4" concrete slob with fibermesh OR / 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I I F�a > I I�p1 1QI L__� I I g F6 FI 'a 0 r_— ----- — I ° = w W = O 14 step W I N " �- I© I r O I � � I I J ° 1.5" Recess for E a arage Door is Conc. Fill To Be 3000 PSI See Floor Plan For Location T-8" 9'-0" 31IL 2'-a" 6'-4" 35'-0" Double Filled Cell Column Single Filled Cell Column NTS NTS Braden i Braden ,41,4E PA Wunne Building Corp. Architects - Planners Tel S.E. Coconut Avenue THE ( I ( I I ED � C 19 B Tel (ii2) 281-8258 THE mot+ I I `t +-� Fax : (112) 2 1-8283 5 anish Lakes E-mail: bradenaia comcast. net S Lucre Count Florida Srlrnrt t=I 9,4ggL itAA [�A[][>'J17 A/C Fi I I I i Dw i I Z� 7-.T I MICROWAVE I NON -VENT $OPENWGR Q i -- v ---- —W.H. I"i6 Steel Ballard ee detail on this sheet I I I I I I a I I � F51 ti N I .I I I m I �I I I I I I i I II I® 13'-O" i I i------ ® — --J 1.5" Recess for if E ° Garage oor Date Drawn Revisions : REAR 3-28-IS 5-23-I8 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. H.B. fEl -on C0 V E �� g-,-)3NlP U, ANCE CC Ki Sheet Comm # 15-15gB impact OF 5 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 PIgwood 4. Use nails or screws basgrd on pressure for rooi stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pr ssure ne I 6" i' 8d ring shank 45 PSI` Zone 2 8d ring shank 16 par Zone 3 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or s news based on pres re for roof stated in permit info box on these plans For zone 3 Concrete / Lintel Column Verifg with Plan Rebar 48 Bar Din. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel Provide Cast -Crete SUB-OB/OT precast -- lintel set in mortar _ Min. e' Bearing - Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1r-0 a lintel into beam where length of the opening calls for it. — Q v t 1' — O" 1 t h t d t h h t e PT Back ed per jamb into Pilled c I`r 4" Pro-cast IR cast er angs a un ass o erwise no a on Is s ee — Roof pitch at 4:12 unless Otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — An changes to this plan shall be submitted to the Z architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar iametars overlap in filled call. Tie Iliad cell steel into continuous footer steel. yf.:... �' '' I Concrete Footing J L. (wa footer schedule tar exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL scale: I/2" = I'-o" 12"x 12" \ ry Column Block Rebar to Lintel AttdChment 13EAM SCHEDULE Mark Size and Descripition Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a 10" min. lap at top bar. SINGLE PLY REAR GIRDER TRUSS, Had 2' hlaekip to atsth IOd x L5 mills 0 ex - II a r.. M4�T�xrLos�iwtsn YsrL m�" wet beaus and (i`�i'1 IOd nahi wrto truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS ' 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D tgpe 2 pa or backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 Pelt paper using ad nails. Substrate to be 19/32" CDX Plgwood nailed at L' o.c. in field `_ and edges with iOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II1,51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self seating washer at 12" o.c. max ,facing over ASTM D (tali 2) 30 lb Pelt underlagment installed with min. side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V oi at all Is and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment achment detail on this sheet Additional recast Lintel #5 ban Lintel Bar Clear "A" Length Length Span Bars Bars CLEAR '. r 2'-10" 2'-8" I'-61 2 A3 none i i „a•t, n -4" 2'-2" 2,93 none 8M-06/IT ePa-asm �a-le/2T Additional-8" 2.43 none .., - ars #5 b " CLi , 'N' ' '1 4'-4" 3'-2" 2,#3 none me Row of a:^" Block Above ;•i; t.'' 5'-4" 5'-2" 4'-0' 2,43 none 5'-10" 5'-8" 4'-6" 2A4 none ' Is } Precast Lintel r z; 6'-6" 6'-4" 5'-4" 2,#4 none .:'Additions ' i t •� i a5 bars t---- r 1'-L" T-O" C-2" 2,#5 none BFIi-U3/IT BFIi-IB/2T V-4" l'-10" l'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of atee1=1.5" 2. min. bearing required a on. end=8' 3. standard for rainf. steel=ASTM A615 TYPICAL LINTEL SECTION t PRECAST CONCRETE ) LINTEL SCHEDULE Mark gip Qdth Lintel Cast Cr w oBlack eii Bottom at" � 8Tt�ial � LMm (r i Kurd (PLP) LM.a�xd. (PLP) L22 2'-2' V-As BPS-OB/IT 1 #6 smif 156111 1024 L31 2,--i89; 3'-I' �8-Ot!/IT 1 #6 26N 13i3 163 L45 4'-5' 1 5'-10" 6PS-ONAT 1 #5 1" 104 339 1.50 5'-O' V-0 8f's-00/IT 1 $9 12H ass 121 LAO V-8" 11-V spa-OO/R 1 $5 IOU all 534 LBO V-O" T-4' Or -B/2T 1 IR 2 85 112 and 6r1 Li T-O' li0 i' BT8-1111 1 85 2 s5 643 530 401 Li 4ri 10'1 8113I6-I15/2T ONE 1 s5 2 s5 533 U83 4OI LIOO IV-O" II'-4" BPS-IB/2T 1 85 2 96 562 494 452 LI006 10'-O' II'-4' N"1i-IU)/2T ONE 1 85 2 #6 U)ii 1028 452 U20 r1'-O' 13'-4' SPS-I13/2T 1 85 2 $5 411 428 324 LDOB 17-O' 13'-4' 8Fli-ID/2T ONE 1 #5 2 si 10-6 Ti 324 LI40 14'-O' 15'-4' 81511i-I15/2T ONE 1 0 2 86 1250 601 251 LILO IL'-O' IT-4* 81s8-U111i I s5 2 85 300 M2 144 LIiOS W-O' FT-4' A4-R)/2T ONE 1 s5 2 $5 190 500 1114 - 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 h n nehor at each truss w%%ie 0I fed x 1 1/2' nails — l 244 Mo.) suppporting Max. 18101bs. upldt Aluminum Drip Edge I Fascia 12" 2" x V Kalican full o vent vingi soffit installed using V8' Ohio shank x 1.5' long gaiv. roofing nails with 3/8' Oha. head per produt approval — we chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied�� into lintels above thicken edge to B'xB' with concrete and one #5 bar continuous BEYOND Top of looter IG" below brushed floor 12 4 an attached to training with no law than homaital we into vertical Aluminum Dnp Edge ii Fascia Flash and Counter Plash Nail ledger to gable and truss with (2) IOd at each web \ Itration into m3=r imartratwn 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 'I Ili IIII....I • •�• � ` ' II �,IIII �"" ua T is 3 IIII IIII IIII • al S(iction i4 Q W a a � a_ aj x Q� u rn C4 p C HCa a 2� CW �� Q E O JIU C N Brace Gable end with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOi nails at each truss PRE-ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2' drgwall with smooth finish Two rows of beam block Pilled 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 al IL" o.c. with R4.1 Fr -Pal insulation on tgpical 8" Block walls All drgwall to be installed per FBC RiO2.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only� proportioned pper FBC RG01.1 and Mortar joints shall comply with FBC RLOi.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (tgpical). 'Max. %acrg shall not exceed 4en unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill Q at Front Porch Scale . 1/2" = 1'-0" Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. HETA 2O 1810 lbs. upllft i Strap truss to wall using Simpson MGT wil 5/8 dia. threaded rod with min 12" ember Into beam either wet act or in epoxg with (22) IOd nails into truss. Add blocking to irtruss leg per detail on this sheet L114 50 NJ I Avg WA VA"A A ii�', wo E VIM lie Ed, WA FAA 0 FA W--A MA IrA WA R Ar I I 1 Also �El WA IWAA 1011 NO 1 1 II II _ waWn As 0 oil 11 ETA 2 f Simpson HETA 20 Provide Por gutter Provide dwnsimt hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift QHETA 2 D 4". VIE9 E r, R CODE C G PL. ANC ST. LME C I TY BCC 0 r- N H W ry IU Provide downspout Opt. PATIO/SLAB PANEL "A" Palms BR Load Wee Description are# circa Description Wee Load SO Pales 2 40 T.o ke #s A/C comp 1 2 AHLI sl0 3.5 ka 30 2 3 4 2 30 4.6 ks #10 40 pal. suitor HTR 5 L Ran #L 50 2 T g 1 20 1.8 kw $12 PUMP 9 10 D r #10 30 2 11 12 R1.2km 1 20 1.5 kw #12 13 li Dishwasher $12 20 1 1 20 1.9 kw *12 Microwave 15 16 Refrigerator #12 20 1 1 20 1.5 ka s12 Kitchen B.A.C. n is Recapts $1220 1 1 20 1.5 ke s12 Kitchen S.A.C. M 20 Recepts $12 - 20 1 1 20 1.2 kw $12 Clothes Washer 21 22 Recepts 812 20 1 1 20 0.81 ke #12 Garage Dow Opener 23 24 Recepts #12 20 1 1 20 1.4 ka 012 25 12i 1 Reeopts #12 - 20 1 1 20 1.92 km 812 YI 28 1 Rocepte #12 - 20 1 I 15 814 General Lighting 29 30 Recepta #12 - 20 1 I 15 #14 General Lighting 31 32 Recepts #12 20 1 - I i5 #14 General Lighting 33 34 Exterior GFCI #12 20 1 I 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 314 15 1 1 20 #12 Bathroom GPI 39 40 General Lighting #14 Is I sure 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qtii. Watts Total(Watts) General Lighting t3, watts .aq; . Pt;> Small, Appliance. Crrcult(s) .......... .................... 4lang4..................................................... fiefrlgeretor Microwave Dish . Washer . Clothes..Washer ............................................... Clothes,.Dryer................................................ eater .......................................................... .W..ater ..H.. Water, Pump ................................................... Garage.Door,Opener...................................... 1135 3 5a05 2 1.500 3,000 I 12.000 12 000 1 1200 1.200 1 1.500 1.500 1 1.200 1.200 1 1.200 1.200 1 5.000 5,000 1 4,500 14.500 1 1800 1 800 I 810 SIO Total Watts 31.415 First 10000 Watts 0100% 1 10.000 10 O00 Remainder 21.415 040% 1 0 10 9LL Electric Heat or A/C 10,000 0L5% I 110,000 10,000 Calculated Load Watts 301966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps r Electrical S mbol Legend S Smot Few Botch ® Recessed Can Light Doubhr Pala Batch EyabM Recessed e Push Batton Botch Cr EAharst Fen ise Duplex Outlet ¢ Calling Mounted Light Spaicw Receptacle o- WON Mounted Light Waterproor. ground fault witerruptan Light with Pull Chem (attic) Flan Duplex Outlet C Ccaputwr Co wiecton Jack ® Carbon Monosade Detector 4tf Flood Light T Thermostat Electrical Panel m ® Central Vac 8 Ebatncd Motor ® Ssxikw Detector Carling fan ® Television Jack Telephone Jack AC DISC I A/C Disconnect I x 4 Plo ~e t Light ® 2 x 4 Florescent Li t ® ® Speaker Heck -Up Mtercoa ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire on] yy no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verlfg location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are re5wred in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refriggerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed a stem shall be full operative. 13. Contractor shall pay for all yfees, permits, testing. and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and teleehone combana. Vent thru Sorflt -- AiC 124 CPM IOx10xL MASTER' BEDROOM 124 CFM ION10xL i� e1� B/Ay CFM S9 LOSET Sx4x M DRYER ASHER LAUNDRY 1t, CFM Bx4x4 111 CFM 12xh:x1 SECOND BEDROOM THIRD BEDROOM 100 CFM loxLxL ISO O Aluminum reed AMP ' " COndwC PANEL 150 Amp TE Panel AHu GOLF CAA 2" PVC ( Flail. GARAGE I I I 2' rigid service FPL Bwe #L ire 1 to s6 conf�sr m slab I 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 19. The electrical system shall be completely and effectiveIg grounded as required bg the latest edition of the N.E.0 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMI502 12xl2x1O B/A 11 141 CFM IOxlOx1 12" PORCH 141 CFM IOx1IOx1 REAT1 ROOM I i I I I 141 CFM IOxlOx1 I DINING ROOM I I I o I DW I � "I I 124 CPM IOidOxL KITCH�N nICROWAVE I 3 TON NON-VE REP. NT I SEE MANUAL ss'CLEAR O eJ' and Ener'gil OPENING L - - - - Cakdatm for Unit into W.H. 4'10 Steel Ballard See detail an this sheet - Install oulet 22' x 54' under disc,- Attsa Access ( not shown for with kilik J clarity L---- GARAGE r----- I I I I I I I I I I I --------i I I I I I I I 1 I I I MECHANICAL LAYOUT O= THERMOSTAT LOCATION SCALE: 1/4" = 1'-0" MASTER BEDROOM 0 \ wL DRYER ASHER P LAUNDRY I` IL hm �T SECOND BEDROOM, r / r THIRD BEDROOM~,-- i I� i< ,' PORCH WP GPCI GREAT ROOM /' j DINING: 00 ROOM i i c i (D W.H. r"4i Steel Ballard ore detail on this shoat ZZ" % 84 1 r ,--IiEtNr ACasss m itli.Fgkt I \ 1 ...-OPTIONAL PANEL LOCATION GFCI FCI \� GARAGE .' ` RGE / / p � 150 Amp I Pane! Grcl \ ` GPci r-------- ®_ - `t ` r--------------1 jGarage / Garage Door I / I Door Opener I / I Opener GOLF CART, / GARAGE I I I I ! I I I I GFCI to gaups lights I I / ELECTRICAL, FLAN '-----_- Post Light Seth O SCALE: 1/4" = 1'-0" Photo cell a - Center Post Light Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit between dnveaags REV147-`ABED FOR CODE t;OMPLIANCE ST. LUCIE COUNTY BOCC a Wire For Front Post Light Braden t Braden ,41,4, PA Wynne Building Corp. Date Drawn : Revisions : Sheet Comm # Architects -Planners REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision S.E. Coconut Avenue THE E W I N D CJ O R PORCH Drawn bg:F _ 1 15 - 15 913 el Tel : (112) 281-8258 C.C.U. S anish Lakes Fax (112) 281-8283 E-mail: bradenaiaOcomcast.net RIGHT Checked bg: Impact Stuart FL 99 #AA 0000 2 $ . Lucie County Florida I I 1 D.R.B. I I OF 5 .00 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALI_ TRUSSES ARE TO BE SET AT 2'-C: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. Ai A Nli DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanor less & 30' to 60' Span \f50 degrees Spreader Bar v or less T 4_ __ 1 /2 _a � ITag 4—Approx 2/3 to 'Line spars approx. Line 1/2 of Span g REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. 'runs �s an example, ym r tr,ss may mat match This Is an example, truss may not match. nsist crane operator 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 Q are installed. A TRUSSES FOR THE FIRST MODES SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR TEAT MODEL.. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH r Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 191-9" 19'-9" 15'-3" I I I I I I L AIR HAN�1—ER =ORTFOR E UNLESS NOTED ELSEWHERE ON THIS LAYOUTES ARE NOT DESIGNED FOR AIR HANDLERS IN TRANY OTHER A/C REQUIREMENTS. THIS MAY TWITH BUILDING CODE AND A/C DESIGN RECONSULT WITH BUILDING DEPARTMENT AND AOR. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS r upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDIiR AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR ►�i it it III 11'-11 Iri�� M111 I _I'll' ®LII r�1 GRA I t A5 1 � A5 ) 1 A5 -- -- --—�..��— -- -- — -- T BHA III 1 ' INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) IN_ � 14'-4" 6'4" I PORCH RIGHT ���I ff 11` Pr` Ir� ® t1l INVERTED "V" WEBS AT CENTER W/9' B-C. PANNEL. LOAD W/ (2) I®I®IMIMIMIMIMIM i' CLOU' SED AREAS ARE OF / SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROMPLANS fV ®IWA lk� 'l BHA s. F,:z lli FABRICAT�N q�� 7RUSSE9 CANNOT BE STARTED Off11l TH18 AGREE The legal description of the Property where the bbeNS I.S�I is; a R ttuseee vltN be Ne[®Yed (a, RETURNEE) The undersigned acknowledges anti agree°; T: Tmsaee will be made in atrld awoden wh(eh la the wle auNottty for detennlnln a� Wls �S8 placement diagram G 2 4 i dlmenalona In this I g ssfuI fabdcatlon of the Wasea. g m layout, °rout have bean venAed by the undersigned, .3. Unless written notice b provided by certified mail to Caambereu"dars ad that no Trues wtthln ten (10) -) detich wdltenh otice la famished Chambers Trues � �Brges wlu ba agoweo .In the event to begin rePalre required, or to subetitt¢e other buehell have three (3) btrp(nes° days (n which ,. The undersigned acknowledges receipt of "BQ51 1.p3Cium mere �j . D'Idelivery. Chambera)ob Trued'e haet Is w/ euthc respwalblllty to make theeBl by TPI & WTCA, Pcrtlon of the job site for delMe dly to datenMne me sultabli )ob atte eultable for The buyer la roaponelble for addltlonal deela7rese will be roap0. ble farr d, he Job she or e beauae )ob she la not e)Pensas d Chambem Trues has to ailrod'live; t Myer Prepared for delNery or buyer Is not prepared for delivery of trusses, PAce ae sh iown to Chambers Truae for taNng wets due to she wndlUona. this layout A $60 per houafee f'Porhsvlslolgnjay° a r�clero d°bY Chambers an 7rysa, are, made In . 7: 7hlc Is a PURCHASE ORDER to Che egfeement a reasonable mom. fuse of the sum °greed t on delivery, Invoice m Price, Involve will be made on delWe end eld W or H ne; aY. be made d scheduled data bf do li Ii bu erhtarms of not dell of fabricated Weaea. The undarelgned a Y cannot accept' attorneys he for colleWone In everd of a greee to pay Chambe �. Trues reasonable charye will be added for all sums not paldwltlt�n and„almely made, 1-12 %per month servJce 9. Signature or Initlala anywhere on Pala sheet wnetitutee agreement to all Penns herein. o In conaklerotlon rt Chamber Truss extending serif kr tale materiel the undersigned anwndltlone'ly gueremeec payment when due of any and ell Indebtadneu owed to Chamber Trues by any entity receiving materiel end the undenill agrees to pay such Indebtedness Including aU,ameys teas, H default In payment for material be made by the rodplerd, - 10. mthe event of any IlGgailon wnrsming Pala agreement, the Nema famished hereunder or payments refemrd to herein, the, parties agree that the aols venue for any such anion w711 be Sant buds County, Florida, 11. Design reaponslbllNlea are per "National Sta1 d And Recommended0ultletlnae On RasponelWlltlee For ConaWctlon Using Metal Plate Conne;d Wood Tmsaes ANSIRPgWrCA 4 - 2002 . DATED SIGNED �'• FOR -_-=------. TITLE AsPraader'barmaybs reyifad Per"BCSI 1-03"io pfavefrtygyg Multiple Ply trusses must be fastened to ether ftraga before they are set; (allure to do so 8 Per engineering Temporary and a can result In roof collapse, Permanent bracing are required and can save Ilfe . and PrOPsrty and Is the responsibility of the truss erector. 'Study the contents of the Information packet Included on delivery before setting trusses. Thssesmirstbesoawbrawd " Trusses toPrsvefrthilsyErdamage, most �be set plumb and square Do not get bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can use collapse, DO'NOT SET TRUSSES US/NG TH/S LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercei Florida 34982-6423 Fort Pierce 72 00 551-5932 t . Van) Beach 772-589"2012 Fax *172-286.3302 �. a.r_� Q,.,,, nuaaaeeecrpl�la=s r, M2-288�302 i The ArcYxrie_�e'.1'e* cr Aralfl, -OF'a ropre "e,ntatlllre'a shop drawing approval Is NOT a "double check" of the, contract a The contractor shalt remrAtln rmaponsiblo III for checking fluid measurements and other construction critorl'a, Architect'si approval Covers general roof shape, review of truss strapping, and loading on structure from gr vlt Y and. uplift loads and' their rep cfiv - local" s. APProvetl Oy: Date: R.radere & Rralden A.7I. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. o Top Chord Live 20 w , Top Chord Dead 7 4.2 N c Bottom Chord Live 10 Non -Concurrent 'o Bottom Chord Dead 10 3 E , w _ TOTAL Load 37 7.2 NDuration Factor 1.25 rn . Wind Speed 165mph m 0, Top Chord C.B. Sheeting by builder. U Bottom Chord C.B. Sheeting by builder. H z� Highest Mean Height 151-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.u.L.=mesuaining ueaa Loan t;.tt.=L;onnnuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Designer and/or En ineer of Record. LLChambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W 82 total trusses, 15 different trusses. (_ MI 4: RLC ACAD: RLC Reviewed By: r Date:10/07/15 Revised:03/21/18 I � FOR s'a" 14'4" < WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE —)/ d / 7 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 3-7 041)1 6e ✓ ,gjoS