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HomeMy WebLinkAboutBuilding PlansRZI PER _ "Z1 � ry Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4 side laps and lb" 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 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction 12°... : K COVERED PORCH O O 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands 'T El EVATION SCALE: 1/4' - 1'-0" Gulf Coast Supply and MFG By Crimp Metal roofing FL #IIL51.12 'AILgga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.e. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and 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 Lai 12 SLOPE 14 EGRES . � EGRES PER D o __---.��_�-v ���_ ______-_ °'•;?:. - 3-:rzsx::firma, -.:-, �„ �. "m'r7 ixwa*`.?.,.. 5/8" thick light textured ' \ * I stucco on typical concrete RIGHT LE Y"� T I O I �l block construction SCALE: 1/4' - 1'-0' Product Approval Submittal Affidavit 8mhedvils ambe Doorw, Overhead Doors, =ding Doors, Rlndows & Slglightx opening N0A/JrL Product Model /1 Manufacture Gleam Attachment method TRST EKDlmtlan of sign veAppd Promnwe 1,2 t4 FL# 239.3 Single Hun g g SH—l00 Impact PGT a. tapc"orte w/ nin. I /e' penetratioorp `o yo space per product approve. Coritraetar Zadl adhere to inn. edge dmteneus specified in Product approval + 80.0 PSF — A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max. mush IL'-0• max him DAB '� wrill a . c w c III a . � ,rs'e'd4• dml— M=" a aemx. _ oe „ a,,,, �, priwisit 10-9-21 + 50.0/-LO.O psf B FL# ILLl4.l Fiberglass Desi n Pro/ Smoogth Pro Jeld-wen Elco 1/4' dia. topcon with min 1.25' embedment at 3' max from corners and f�.5' o.c, max. thereafter in hand and jambs. + 50.0 PSF C FL# 251.5 Slldrng Glass Door Series 110 SGD PGT I" nom " „apace Type GSA 1/4' Ia topcnis a/ inn. 1 3/4' penatration core , pr uct approval. Contractor elall a hero to rim. 2 li1 edge distances specified in Product approval + 40.0 PSF — Pry ). Manufacturer Attachment Method tiott Date o��>� TuOU 1t1711iD308 PI261.1 1" x 2 3/4" x .3�5" PGT Install per fastener tops and apacrrin shown in Table IA and IS in product approval on shoat ?of of 72. + 58.0 PSF Roof FL# IIL51.12 5V Crimp Metal RoofingGulf and Coast Supplg manufacturing 2L 5v crap metal roofing attached to plywood deck using #9 x IX woo�icrewe with self sealing camber at 12' oc. max spacing over ASTM D (type 2) 30 lb raft underlayment installed with an. 4 silops and L' end Ifastened with corrosion resistant tin caps and with 1.25' ring mhank nab doaced L oc. at all laps and two staggered rase 12' o.c. in Rfid. Attach ck to trusses using aatttachmont detail an roof plan — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Hurric Panels - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x '4' top plate base -board 12 Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 2L ga. By 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 L" and tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails aP aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach AYtV t.. tn..ma ..sewn tt w�l.aant .tat wit .un tl.." wk..+ 5/8" thick x 8"w cut stucco on tgplcal concrete coral finished stucco bands block construction R EVATION SCALE: 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb left underlagment installed with min. 4 slue laps and L" and 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 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" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. a. ®® ®®:: ��® ® '�/8" thick x I cut coral finished stucco bands IF , 01 T ELEVATION 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. 2" x 4' P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 wWM on L and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nt5 Braden t Braden AIAe PA Winne Building Corp. Architects - Planners E 411 S.E. Coconut Avenue THE I I v�.+ I I �I D S IC I ' `� Tel (112) 281-8258 S afilah'I�"e Fax : (112) 281-8283 E-mail: bradenafamcomcast.net S Lucw- Count Florida Atiumrt III AAggL itAAf nnnnA') SCALE: 1/4' - 1'-0' 8'-1' BEARING [`� i �J 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 Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category II Wind Velocity: I65 mph ultimate Moen Roof Height: IIII'-OO' Roof Pitch: 4.12 Internal Pressure ant: tin is SubJectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: ' Wind Speed: IL5 mph ultimate %iI Exposure Classification: C 1.21 x O.i = O.i2L Aa Justment Exposure factor for Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.tWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 psf Rod Zone: 2. +20.4/-51.0 pal Rod Zone: 3. +20.6/-84.0 psf Components t Cladding Wall Mnd Zone Width: 3'-4' Components i Cladding Wind Pressure (NET) Wall Zone. 4.+35.8/-38.71 pal Wall Zone: 5. +35.8/-41.8 pat Components 4 Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pot Shear Walls Considered for Structure? yells Continuous Load Path Provided? YYaaaa Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure: 2-900 bal. Presumbtive: X Bu Test: bo ROOF LIVE LOAD: 10- - pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -Ai- baf FLOOR DEAD LOAD:-10 pal JOB ADDRESS: Model: Date Drawn Revisions REAR 3-28-18 5-�23-I8 `Garage floor slope and Drawn bg: Igvision PORCH C.C.U.MVIEWED FOR LEFT Checked b: CODE COMPLIANG.. D.R.B., BOCC sg( = Rod Zw I tllalt zap 4 El - Roof Zone Wall& Zone 5 END ZONE Corner Zones ® Rod Zone 3 Sheet Comm # 1��158B Impact ° FLOOR PLAN III TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. 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. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. 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 2ih" 2h" surveyor to set in field. ys" All13. Separation between residence and garage shall be per FBC R302.4 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. G psum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 CcTLO, C1002, C1041,C1111, CII18, C1218, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation AraiAmg Member Max spacing of fasteners Ned Wang o-trons for dr wall Spacing Mawmum installation or into wood framing members Nails Screws 2' x min. thickness Ceiling Perpendicular 240 1` 12" 13gs i 3/8' long with 19/4,4' head 0.098' diameter x 1 1/4' long �211 annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8' long with Walls Either IV e• IL' Direction 15/0' headOR Ggpsum board nail 0.08L' dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" l' 12° 13ga 15/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nei ® 0.092" die. xR I "I long with Walls Direct IL" e' IV ion 1/4' head OR Gypsum board nail 0.09158 die. x 1 i/e` with 19/L4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, AIIII A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members instailed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IiL51.12 24ga. 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 underiayment installed with min. 4 side laps and V 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IV x 1 1/2" nails ( 24" o.c.) supporting Max 18I0Iba. uplift v Aluminum Drip ; Edge E Fascia 2" x V Sub -Fascia Kaycan full o vent vinyl soffit i uwrp 1/8' dia shank x 1.5' long roafinp nails with 3/8' dia. head product approval - we chart at 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 81 Recess top plate Vw x 3/8"d for steel support angle \ CRASH POST DETAIL we detail am this sheet N.T.S. C 3L" high by 4" diameter steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install V from each and and expansion bolts Into one in center of counter. slab (3/8"t 50 ksi steel plate) we angle detail 14- 6" D. 1/2' drywall "3, Counter top - verify tgpe with contractor 12" x 12" Concrete column block filled with concrete and (2) #i bare vert. tied Into lintels above Bane cabinet iv _ 2' x 8' mood studs at IL" o.c. 2" x 8' PT wood plate O I 6- KITCHEN ISLAND FRAMING DETAIL r MASTER ill �• �ZM-I BATH � 2" III LAr 1I KITCHEN eMV 2" LAUNDRY 2iw I� 3• LAV- I LAr 2" 2" 2" LAI 2" 3" 2" u0 "m'm Ai2 2" GO 3'BTH 3 SANITARY RISER rite Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-6%"x 4'-L %" 54%s"x II Single HwV ZONE 4 2• L'-2ia"x 5'-3 %a" is' x L3 i;' smog Hung ZONE 4 2'-2' x 3'-2h" 2TY2"x 38%" 514e Hung ZONE 4 X 6'-3 ia' 38' X L3 Y," 1 Single Hong ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet i Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 Is 3'-0' X L'-So 4r" ," x IIIV," laillborgilloss Panel - hissing ZONE 4 C L'-O' X 6'-8' 14' x 81 1/0 ti'e 60et"' sl ding Glea Door ZONE 4 D 2'-0' X 6'-8' Solid Core - Wood - L-Peru! -Bt-Fdd Finished 24' x 81 �2" E T-L' X V-8' Selid Core - Wood - L-Parcel F s'-O' X L'-e' solid Core - Wood - 6-110" - Bi-Fold G '-8' x V-8' x I N" Sold Care Waod, steel, or Minorite Door H 2'-8' X V-8' SI Core - Wood - L-Panel J 2'-L" X 4'-8' SI Coe - Wood - L-Penal - Br -Fold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor wlth manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 12 Masonry Beam PRE-ENGINEERED TRUSSES i` x L' P.T. Busk nailed to 41 a / t 24"o.c. TYPICAL block with case hardened nails (oho dor rauin s b manufacturer) prior to doatteehmenE II1 j11 TYFICAL SE P g a R. 30 blown fiberglass in bottom chord of trusses I/2" drymall with smooth hush Two rows of beam block filled with concrete and (l) #5 bar cons. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. For bottom row over openmge 1/2" drrall over I" x Furring strips at IL' o.c. with II Pi -foil insulation on typical 8' Block walls All drywall to 6e installed per FBC R�02.3.1 T and &hall meet all pertaining ASTM codes. ao Mortar to be Type "M" onig proportioned per FBC R4011 and Mortar fonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas tax showers. tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max. apacing shall not exceed Wood 48" unless otherwise noted Base see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxO #10/10 WWM on L mil Visqueen over clean compacted termite treated fill IIIII�j11111= j l i l l 14" x 14" Concrete footing with (2) #5 bare cant. and #5 iT I O transverse bars at 48' o.c. Scale : 1/2" = 1'-0" Attach buck to block wall with 1/4' dia. Eko conic screw@ with min. 1 I/4" penetration at 12' o.c. max and 4' max from each corner thru EExteriior fame 2' x V PT Buck -or ow inn SO Wood ucrese thru jamb into buck Detail at Door P e.to doNnee atnd h t am and tier to or ataehmeilt NITS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK , INSTALLATION r Install winds" thru buck mto block with 3/I0 tap -can mth I I/2' penetration at G 0.c. max from e h cmI and 201 oc. max Exterior face therealeter at jambe and 20' o.o. max at head and us per product approval d mall Buck to be I' x 4' PT Q I I"x4" P.T. Back nailed to Detail lock with case hardened nails at Windows prior to window attachment NTS 2" Verify attachment hole location with GC prior to fabrication 3/e" thick L„ steel bracket Install SGD thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L" o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door s sliding door COUNTER TOP BRACKET DETAIL Masonry Wall ; ? n Bottom' Trac Typical Flooring Bill Install SGD thru buck into block with 3/I1V tap -con with S 1 i d I n g ID o o r Detail I penetration at L" ." max. fromom each corner and 20." o.c. sex At Masonry Wall NTS thereafter at Jambs per product approvalJamb Braden ! Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 OB E-mail: bradenarascomcast.net -+usert P1 %AggL eeernnnna7 8'-10%2" pL. 1"A I IV/.`ILA 8'-IOY2" Filled cell under girder above o PORCH - WIRE LATH E STUCCO CEILING EGRESS 13'-11" MASTER CO o BEDROOM Flat Ceding I Ii ° OI I ® Vanity to be I 34 Y2"high 8'-0" to 91- " A.F.F. Vaulte Ceiling T Rod t Shelf a GREA4 ROOMto $I OSE� ° I �I �n coLL g c N - Rod E Shelf "r � a I u �� rL I WASHER DRYER in " I LAUNDRY Q 9'- ' I I 8'-0" o 9'-8" A.F.F. Alift it Vaulted Ceiling I o 0 DINING 4 ROOM I _ 11 34 Y2,,h gh b 42" Oi 18" 3/8" thick steel counter tops to T L„ cow ter top supports '0" overhang wall 1.5" 'v I I 5, _3" counter t s to eq. eq. overhang wall1.5" L„ Q °' nCAS 00SVT Ow 1 ° a +41" high wall I " SECOND I KITCHEN F BEDROOM o I 1 8'-O" to 9"" A.F.F. 8'-O" A.F.F. - Vaulted �edm9 pper cabinets to I Flat Ceding exte nd ove Ref. cR WAVE I I NON VENT RCP H.B. ° Q Sr CLEAR \p L - - - oPEMNa r o- Betu ineuMuaii � A/C W.H. O 44 a Steel Ballad close de auto ° T H i R D See detail on t�u sheet O in __ m� BEDROOM Z4' x 64' > / ° LAt Attic Access I I Li _ Q; I in 8'-0" A.F.F. 8'-0" A.F.F. s Flat Ceiling Flat Ceiling g RAGE J Q4� 4' m 12'-8„ 6 _ Q lock wall in Shrage to be \� ° MT ° ° ° ri attack block "\`n 2,_8„ ° R-n Beets imdewn er G'-4" 150 AmpI`u Provide auto EMERGENCY j closer Panel r - - - - - - - - - - - - - - - - EGRESS -----------------� I I B I in 'GOLF CART GARAGE in I I Hal 0 0 0 0IL-11L.Ji 1k IL-111-.11(.11 111 ILO 9'-0" 2'-8" I L'-4" I2'-R" I 9'-O" ® 2'-8" a W W w IL 1= IU H .B. a - I in Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,,02-4 under Roof Total = 2,484 sq. ft. line $wilding Corp. Date Drawn : Revisions : Sheet REAR 3-28-18 5-23-18 Garage floor slope and TH E W (N D S O R PORCH Drawn by: smoke detector revision 21 LEFT C.C.U. Checked by: REVIEWED FOR S al'llsh Lakes S�. Lucie County Florida p.R.B. CODE COMPLIANCE OF 5 ROCC Comm # 15-158B impact J I NUL.. I U�11,t INV I Z_ 1. 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. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLADATiON 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - Sol STEEL, 11. 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. GISS RATING. I. 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 openingsup to 5'—II" wide. Provide (2) filled cells On each side of openings from 6'—D" to 9'—I1" and Provide (3) filled cells on each side of openings from 10'—O" 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/ Thicken edge to 8"x8" 30 EE TYPICAL overlap ECT TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled call one 45 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over \ clean combatted termite treated fill FOOTiNG SCHEDULE Mark am Descrytion I 140W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 1400 MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e"D 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'-O" 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade \ f 114' 14% x 14"d concrete monolithic footing with (2) #5 bars cont. F 1 j TYPICAL FOOTING DETAIL — SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill % #5 bar cons. ? ; 10" (2) #5 bars cont. bottom steel 12" r DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I' -Oft 12' x 12' concrete column block filled with concrete and (2) #1 bars wart. tied into lintals above Venfy house slab height in field Top of rooter 16" below finished floor , MENZO7Y #5 bar vert. w/ 30" overlap at each filled call SEE TYPICAL ECTIONS Adjust curb heft based on gar. floor 4' concrete slab with fibermesh OR slope. Oxb" #10/10 WWM on 10 mil Visqueen over tt5 bar In curb clean compacted termite treated fill n'-r)" e F F At-\ I �lfw x 14'd concrete monolithic footing with (2) #5 bars cons. 14" )/ GARAGE CURB DETAIL J SCALE 1/2" = 1'• 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. 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. 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 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS 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 Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam r Double Filled Ln 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 2" GARAGE STEPDOWN SCALE 1/2" = 1'-0 " ell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location O � Single Filled Cell Column NTS Braden it Braden AiA, PA Wynne Building Corp. Architects — Planners 411 S.E. Coconut Avenue (112) 281-8258 THE WIND 5 O R Fax : ("112) 28e1-8283 Spanish Lakes E-mail: bradenaia comcast. net g . Lue1e County Florida 12' x 12" concrete column block filled %/ pL. r- M 1 I v I Q a_ with concrete and (2) #9 bars wart. tied Into lintels above 35'-O" w ® ®� _ �f T J ® J Filled cell under Igirder shove O I p Rear Porch Slab to 0 I 4 ul _ be poured separatelg OO from House Slab. rr I o R I a \ I — — — — FI Rear PeU IolSlab to I be fluali with bottom of slidin door recess. I Slope I" i I � F1 -i -i it I °I I I I I I I I 4" ¢oncrete slab with fiberme mo, I 6 x6 #,10/10 WWM on b mil Vie a v `s I cleah compacted termite tree ~ ) N I °I I I I I °I I it i o I FI I I I r I I I I °I h0n DW i 0 I 6"xd" Ilea MICROWAVE NON-VL�NT RED. H.B. ° I o 3e' CLEAR 2 oreNair, Oo g A/C #I o I See detail on this sheet I I 22• Atts: Access I I I = 1 I W II IQ O I 5-23-10 ° I to I" r I I° °I I 6'-4" �—---�5-------- 0 �` ° O I.5" Recess for arage Door NOD go" 15' -3" — — — — — FI — — — , I I I FI I �4„ I L FI I� I Thicken footing to I 24"w x 14"d x Z4"L under filled cell under girder bearing. J I i I I I OR / an over fill �I DRYER FI I II I 0 r I I I I I icrete slab with fibermesh OR FI I 1/10 WWM on 6 mil Visqueen over compacted termite treated fill 1 ON :.. 'OF • Amp IE Panel A5-23-18 j ���■C Recess —0 -an 5-23-18 9'-0" 2'-8" 6'-4" -e" 9'-0" 2'-8" 35'-O" Date Drawn Revisions REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C. C. U. REVIEWED FOR LEFT Checked by: 'CODE COMPLIANCE D.R.B. Z�-r 1 gn11 . ("01._1tIiTv Sheet Comm # 1�-1588 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" COX Plgwood ,¢. iUse eamlit info box ontheseforr for er3T stated Ked Area Ede Meld Fastener PreMaxssure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4. 4 toSd ring shank iG Pat Zone 3 i' ed ring shank 84 psf ** Zone 3a 4" 1 4" 48 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for rQof stated in permit info box on these plgns for zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameter& overlap into beam. Tie filled cell steel into continuous beam block steel. h Provide Cast -Crete BUS-OB/OT precast - - [Intel set in mortar � Min. 8' Bearing -- - Provide #5 bar set in pre -cast O O F F L A N Scale : 1/2" = 1'-0" lintel into beam where length or L the opening calls for it. — Overhan S at II —Ou Unless Otherwise noted On this Sheet Is PT Buck ad per Jamb into filled ci 4' Pre -cast sill 1 — Roof pitch at +12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer _ — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER T — Architect to review Truss Shop Drawings Prior 7- —floured to construction for layout and uplift verification Poured Filled Call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction n d Provide #5 bars amsters overlap with min. 48 bar in filled cell. Tie W filled call steal into continuous rooter steel. Concrete Footing 3 L - (see tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2° x a" IOd 4° x to verL Itg of tress Lfir nails al 4° o e. Verify with Plan „ " \ n 9/0 MOT xito ad seine° 1 mi.0 lumn Block into see ld nais1122mto truss `liiti Rebar Rebar 48 Bar t?ia. TRUSS BLOCKING DETAIL Min. Overlap AT GIRDER STRAPPING POINT to Lintel SFS-Od/IT 8F9-le/IT 8F8-Ib/ZT Aof bove �16-11SAT Sr16-ID/2T NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. and=8"l=ASTM 3, standard for remr. steeA4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) A t t a c h m n t AT CENTER BEARING NTS i/8" thick light textured stucco installed per ASTM C 921 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" 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 #11451.12 26od o. 5v crimp metal roofing attached to plgwood deck using #9 x L5" woscrews with &elf 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails :Paced 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 Lintel Length Bar I Length Clear Span "A" Bars "B" Bars X-10" 2'-8" I 1'-6" 2,13 none 3'-C 3'-4" 2'-2" 2 ,1:3 none 4'-0" 3'-10" 2'-8" 2,#3 none 4'-6" 4'-4" 3'-2" 2,#3 none 5'-4" 5'-2" 4'-0" 2,43 none 5'-10" 5'-8" 4'-C 2,tt4 none 6'-6" 6'-4" 5'-4" 2,94 none T-6" 1'-0" 6'-2" 2,45 none 8'-4" 1'-10" l'-O" 2 tS none ALL reinforcing steel is grade 60 LINTEL SCHEDULE Mark orl"Ool r LmICa t-CreteAbove S lon Rose of ° Black eielSee Bar,8: Saws NW- Mot nLateral ) LOdtie ) L22 X-2' V-6' SFS-OBAT I 06 30641 1569 1024 L31 _P, 4'-0' era-015/IT I Oro26LI US US L45 4'-6" W-10' SrS-06/IT I #s 1105 904 Sal Leo 5'-0' 61-V 8FS-05in 1 85 1238 836 121 LP.O lI T-6' SP8-OBAT — 1 85 ion 121 934 LSO V-0' T-4' Sr8-Id/2T I #6 2 a6 152 Sell 612 LJO 111 101-6' 8F8-Id/2T I $5 2 a6 643 930 1 401 L90B 111 101-0 8F16-nb/2T ONE I a6 2 85 1633 net 401 LI00 10'-O' II'-4' ere-Id/2T 1 #5 2 #5 682 444 452 LIOOSl 101 Il'-4' 1111FIh53/4T ONE 1 85 2 a5 is" MM 452 L120 121-W IV-4' SFS-IO/4T 1 66 2 a5 411 429 324 L1208 IT -Off iV-4' 819L-n9/2T ONE 1 85 2 a5 1015 110 324 LHO 14'-O' i6'-4' SFI6-115I ONE 1 85 2 a5 1250 60el 251 LI60 W-0' IT-4' SFS-I8/2T 1 #6 2 06 Soo M2 11114 LiWO IL'-0' IT-4' e1114-6/2T ONE I 1 96 1 2 1 a6 '150 1 900 M4 - 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. 12 Smmpeon HETA 20 or equal 4 hurricane anchor I I acr tress with (l0) OM x I I/e4" nml& ( 24" o.c.) sup orting Max. IBIOlb&. uplift Aluminum Drip —" Edge t Fascia 1/2' time ,ewi attaehed to III 12" framing with no no lean than I- 2' x V Sub-Faaci hommntal mood into vertical a Kaiican full o vent vinyl soffit installed using 1/8' dia shank x 1.5" long gale. roofing nails with 3/84 dia, head per product approval — we chart shoat 81 12' x 12' concrete column block filled with concrete and (2) #1 bare vert. tie into lintele above thicken edge to 804' with concrete and 1 one #5 bar continuous BEYOND Top of tooter 16" below finished floor ''sill ',,III IIII Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d ils at each web an 3/8' 1111 lath anal and verbee woad r staples to provide V penetration into my and 3/4' penetration mamma sembers 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 flush with bottom of eliding door recess. Wood Base Brace Gable and with 2" x 4' SYP #2 eft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2' drgwall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel Pilled with concrete and (1) #5 or coat. for bottom row over openings 1/2' dryywall over I" x furring strips at IV o.c. with R4.1II insulation on tgpical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. bo Mortar to be Type 'M" onlg proportioned Der FBC RLO and Mortar Joints shall com li.i g with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (tgpical). Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings \ NN Step par Poundation plan � f 4" concrete slab with fibmil Viesh en I111.1]11 L"xL" concrete WWM o i L mil rush O over Slobe ber foundation plan S / clean compacted termite treated fill Scale : 1/2" = 1'-0" to w � X � Aa Oq m cv sir �q °n DL Q. W a = 20 s; go so ZL U E_ O N�t�v ty Q W Provide downspout trap truss to wall using Simpson MGT with dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet ,,� Simpson HETA 20 hurricane anchor at each truss ETA 20 24" o.c1810 pIts. uclift Max. imlipum N N WW-AA 0 VAA I gs� , rl Vu I WE Ar FAA' �W-_A AIN r I FAA BI 9 PAP ----- - - ----- FG 5v Crimp Metal roofing FL #1101.12 zi, resistant tin caps and with 1.25' ring shanK naill's and two sta gored roI 12' oc. in field. dot I AtUs Am" all 101 ETA 20 // EH� TA 20� \ Provide for gutter Simpson HETA 20 Provide dew out hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift � X Ou n m ll w1p U 111 pO ao CT) W y s -2-19 - - - - PANEL "A" led" 9R Lad Wire DeeeigSien arm cece Deearaptwil Mrs Lad MR I Fides 1 20 1.2 ks 012 ReMpretar 1 R si 12.0 ks 50 2 1 20 L2 im 812 Clothe• Wadwir 3 I 20 Ls ke $12 Kitchen S.A.C. B d Driler e10. 5.0 ke 30 2 I 20 LS ke s12 Kitchen S.A.C. a s 1 20 - 812 Sethroce Recepte. 9 10 Air C 010 5.0 kw 30 2 1 20 L2 ks 812 1314madiw 11 12 1 20 1.2 ke 012 Microwave 13 14 Air Hand 810 5.0 km 30 2 1 is - a14 General Lghtmg I li I is s14 General Lighting n M WH No 5.0 ke 26 1 2 - 1 15 - 04 Cwivral Lighting M 20 I 15 sH Genwd Lolling 21 22 Goo $12 0.51 KW 20 1 I 15 $14 Genwd !.shies 23 24 Spore Spam 25 26 Spwe Spero 21 29 Spore Spero 29 30 Span PANEL "A" LOAD CALCULATION SHEET Load Description Ot . I Watts Total(Watts) feneral Lighting;l3,umtt�.ag;.Pt.)............. ........... Small. Appllance. Clreult(0, ;.........., . ................... Ra!Igq........... ......................................... Rohlgarat K.................................................. Microwave Dnsh.Washer .... ..._ ....` -_ �?lo4hFs Waahff.. .... .............. ........... Glhor..>?tY4r... Wetef; Heater, . , „„, Garaga_DaoF Opener,.... 1135 3 5.205 2 1500 3000 1 12,000 12,000 1 1,200 1,200 1 1500 1.500 1 1,200 100 1 1200 100 1 5,000 5,000 I 4500 4,500 1 810 810 Total Watts 35AS First 10000 Watts e100% l 110.000 10000 Remainder 25AZ e40% 1 0 10.2401, Electric Heat or A/C 10,000 60% 1 10,000 10.000 Calculated Load Watts 30.24E Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 121.02 Panel Size Required 150 Afts Electrical S mbol Legend S Single Pale Switch ® Recessed Can Light Sj Double Palo Switch F-VRWI Riraessed e Push Button Switch JCr Exhaust Fan -.8 Duplex outlet Ceding Mounted Light Special Receptacle ♦ wall Mounted Light aterpr groundfault circuit Light north Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack MatCarbon Monorade Detector � Fkxxl Light TQ Thermostat ® Electrical Panel ® Central vac 8 Electrical Meter ® Smake Detects Calling ran ® Television Jack ® Telephone Jack C DISC A/C Disconnect ® I x 4 Florescent L!9Lt® 12 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O - THERMOSTAT LOCATION B/A = BALANCED AIR PORCH 141 CFM IOAOx1 GREAT 141 CFM IOXIOxI DINING 1 ROOM 1 I I I DW ! o MECHANICAL LAYOUT I SCALE: 1/4" = 1'-0" 1 1 141 CFM 1Ox10x1 12' 1 t24 CFM 1 o Ox6 e 1 KITICHEN 14 TON I I SEE MANUAL MICROWAVE NON -NEXT REF 20�Q0 'J' and Erierlgl I O 38' CLEAR krw Calculation oFEIVING iP L POI' Unit MID - - - - � i A/C W.H. i 16" - #I 4"4 Steel Ballard e I See detail on this sheet I R� I I ;Access I Attie i D s L `0ht _'u' 48 ELECTRIC NOTES: GARAGE r-----------------i I I I 1 I I I I I I I I I I I I I I I I I I I I 1. Use copper wire on[% from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less than two from 20. All equipment and panel sizes shall be verified before 2, Provide and were all required smoke E Carbon of a period of not Years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one ault the ,lob conditions. 3. Contractor to verify location of electrical Year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that mall have been damaged. L. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through ling concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical agetem and provide all largest conduit or pipe from ang other service. 8. 9. A/C Return Air Balance Must comply w/ FBC RMI602 Aa the requirements necessary for the equipment to be placed in 23. All below 9'-I" be Rdefrig�rarlt Inns that are run hru slabs must be proper working order. exposed wire shall installed in metal EMT 10. seeve in YVGG ALL A/C Equipment shall comply with energg calculation 11• All work shell be done in accordance with the N.E.C. and shall complyy with all local codes and ordinances, and shall conduit. D_rger 11. All work shall be performed b a licensed electrical P 9 meet all standard requirements of the local electric utnhtg 24. Vents to be installed per FSC RMI502 12. contractor, the completed system shall be full operative. Contractor "fees, and telephone compang. I - shall pail for all permits, testing, and blower 13. inspection* including testing where required. All work shall be coordinated with other trades to 18. The electrical agetem shall be completely and effective! y . avoid grounded ore required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public habnhtV and property damage for the labels where applicable. 124 CFM 1Ox10xL /MASTER BEDROOM 124 CFM IOxIOxL B/A q C M LOSE 5o cM ASHER DRYER LAUNDRY Will I I 0 IL CFM `T Bx4x4 r 1+r;,12x12x8 10'B/A Ili CFM 12xi:xl SECOND BEDROOM 12 B A THIRD BEDROOM II I I 100 34m M 150 Amp Panel GOLF CART GARAGE I I I I I I I I I Brade l r FPA ,architects - Planners 411 S.E. Coconut Avenue Tel 1112) 281-8258 Fax (7"12) 281-8283 E-mail: bradenaia®comcast.net Install oulet under disc. not shown for clarity WP GFCI PORCH \` I> WP GFCI I I I " I I GREATI ROOM EP 1 1 ILOSET I LL-- I \ o e ASHaR DRYER e e LAUNDRY DINING I \•\ �' \1 ROOM I 4- I I I " ./ � I- MASTER BEDROOM 11 I O \ GF --a -1- - 1 I I i f IT�HE1 • I � 1 >I , r1 I'M 1 SECOND \=EDROOM 1 THIRD ---BEDROOM I e � e I ® \ GAR GE / / L � GFCI GFC � \ \ a 1 I50 Amp GFCI leoe e / GFCI Panel r-------- a -------I \ r�----------I Garage I \ ^ / Garage Door I MI I Door I Opener I \ ° I Opener I GOLF CARTWir; 1=rontePoat I I 1 I For GARAGE I S Light I I to garage! ghts GFCI I I GFCI I I � I I Pam v i _ gnne Building Corp. THE WINDSC S ankh Lakes S . Lucie County Plorlda WP GFCI --- F.LECTRICAL FLAN o Post Light with Photo cell SCALE: 1/4" = I'-O" Center Post Light between drnvemage Attic Ventina Calculations Total Attic Space = 2101 sq.. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions : +>If 5-23-18 Garage floor slope and smoke detector revision Drawn by: C.C.U. J REVIEVVi=L) R)vi Checked by: CODE COMPLIANCE 119 D.R.B. F' QT I IIt:1F`COUNTY eat Comm # Impact OF 5 TRUSSES FOR TdE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORET T The Arcs„pPaa„�rAh'`�pV's'epr®aent�tive� ANY ,MORE RUBBED ARE BOIL FOR T IAT MODEL. 9 approval ra NOTa, 'double check of the contractor. ARRANJE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'24' IN LENGTH � A � Thee°ntratructor •oarsitmain Architect's _ for checking field measurements and other construction crvteria Architect's 1 approval covers general roof shaped ® Do not stand on trusses until they are braced per BCSI &properly nailed to straps & hanalers V L ep1QWpfrna9�avendmd;liff°sag°n structure from DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less & 30' to 60' Span 41 ,r degrees Spree er Bar ors Approx 2/3 to ,S Drr► r..e 1./2 of Span c j E R DER 5CS REFER TO BCSI uss -,,z oe set s w y f u-c,,e used... Truss must be set this wayif crone used ss rs a e.a^ale,. y may mot matt^ Th s i5 an example, truss may not match.: s st cone operator ses rJss to s way Insist crone operator sets truss this way. « i A i SEAT PLATES M ■ CHAMBERS N iocnTto ns aunt"era oo".maul >r zoc .' I 12 Ml—CKS �9,•—S.r CORNER DETAIL 4.00 OVERHANGS NOT SHOWN FOR CLARITY - ce) 8 I _ II, upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 to n 2.00 M 12 Y upset=1/4" heel=3 15/16" INDICATES LOAD BEARING A PLUMB CUT END REQUIRED BY TRUSSES 2 x 4 Top Chord SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT rr } — �—---- .. their res clocatido 15'-3" 19' 9' 19'-9. CL G Approved a -" as. l0 Oats: Braden 8 Braden A.C.A. P,A. 1MI®I®I=�®1®1IE� �//�1/1W /qi�/eJV11/1 1 ���I�/ ii",I liml�/® I'l PAP%/® _®II ®_ PAN Pion y1 NIP010110t —. m1_ INVERTED T"WEBS AT CENTER -' ••.OAF ® �� IICI®1�31®1�81�1®1�18�1®I®I�I�I®I®I C O •I L I I I I i" CLOUZSED AREAS ARE OF / SPECIAL CONCERN & MUST BE CHECKED CAREFULLY & MAY t INDIC., !TE DEVIATION FROM ^_ do PLANS.,^ �®I®I®I®I®�`I®ICI®I�I�I®I®I®I®I®ICI®I 4 1► 1 1. �1�1. 1�1 111 1 I 1 ``�t \\�\\\ ,` —\le ,�� IlI � 1 1 1 1`0 _ irrr�rar�►ram► — \® NNW=INVERTE alit a "V'WEBS AT CENTER .•. ®� 50# POINT LOADS PER TRUSS FOR A/H/U 04 �� .�—�►��TSETBACK BOSTON HIP INK BHA �.� \�\la\\\\ll:��\\`I \\\\I \\\�l���l�l�l :�1� l� l 1�.►�I �l �\ Imo; �I®I®ICI®I®I®1�81�1■I�I�I®ICI®�®I�I 6'-4 PORCH LEFT Al" — 7 t FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where the trusses will be Installed is: The undarslgnad acknowledges end agrees. t: TNssea will be made In strict accordance with this truss placement diagram layout, which 13 the sole authority for determiningsuccessful fabrication of the trussns. 2: All dimensions In this layout have been veriAed by the undersigned. 3. Unless written notice Is provided by cer"Od mall to Chambers Trues within tan (10) days o1 delivery the undensgned agrees Net no backcharges will be allowed. In the event such written notice le fuIn he ch d Chambers Trues shall have three (3) busgi1ness days in which to begin rapelrs required, or to substitute other busses, at Chambers optl�n.' 4. The undersigned acknowledges receipt of "BCSI 1.03" summary sheet by TPI S WTCA, S. Delivery Is to Job site. It Is the buyers' responsibility to make the job site suitable for delivery. Chambers Truss has the $ole authority to determine the suitability of the job site oh a portlon of the Job site for delivery. Chambers Truss will be responal6le for dump delivery only. The buyer Is responsible for additional deIII expenses If Chambers Truss has to redellver because Job she Is not prepared for delivery or buyer Is not prepared for delivery of buasea. Buyer Is responsible to Chambers Truss for towing coats due to site conditions. B. Price as shown In paragraph 7 below I$ subject to change If any changes are, made In this layout A $50 per hour fee for revisions may be charged by Chambers Truss. , I.:7; This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed t0. or If no I agreement a reasonable price. Involce will be made on delivery and paid within terms of ne1- on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambere.Truss reasonable ettpmeys fse for wllectlbna In event of payment not timely made. 1.1/2 % per month seivjce charge will be added for all sums not paid within terms, . S. Signature or Initials anywhere on this sheet constitutes agreement to all taros herein. B:lnconaldersUon of Chambers Truss extending credit for thin materiel the undersigned uncondPo0 ally guarantsea payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the recipient .. 10. In the event of any Iltlgatlon concerning this agreement, the flame furnished hereunder or payments referred to herein, the, parties agree that the soda venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per -National Standard And RoCommended Guldellnea On Responslbllltlas For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIM?CA 4.2002" DATED V. Mr�A1Fn '. Aspreader bar maybe ra" per "BCSI 14)3" th prevent linj ry & damage. . Multiple ply trusses must be fastened together per engineering before they are set failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Informatlon packet Included on delivery before setting trusses. True must be setand braced pordesi0n to pit in11ny 61 darnago• Trusses must be set plumb and square Do not sot bunks or stack of plywood, roofing are or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHA BEIRS TRUSS 111"IM 3105 Oieander Avenue Fort Plercei Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 771 465-8711 Vero Beach 772-669-2012 Stuart 772-286-3302 cool. eu.". rusuoeDCro11RS CAM . 92 0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASIDE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Y ' Loading in PSF Roof R.D.L. Top Chord Live 20 s o Top Chord Dead 7 4.2 o j Bottom Chord Live 10 Non -Concurrent or Bottom Chord Dead 10 3 TOTAL Load 37 7.2 o Duration Factor 1.25 0 a 5 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. v~ 1� Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C REVIEWE[¢feFtsland No CODE COM 4o FBC 2017 ST. LUCIE =Rsill'bining Dead Load C.B.=Continuous Bracin Bo a ffSIGN CRITERIA shown above with the CtSuilding department and your engineer. Design Criteria is the responsibility of the Building Desiciner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 W H Q 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 FOR Revised: 3/05/2020 WYNNE BUILDING CORP. DESCRIPTION: 7& 5 WINDSOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11392 /5� a 1/�