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HomeMy WebLinkAboutBUILDING SITE PLANSa_:s.cw+ecai�l_� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2Lod a. 5v crimp metal roofing attached to plywood deck using #9 x 1.54 wo g screws with self scalingwasher at 12" o.c. max spacing over AS TM D ftgpe 2) 30 lb Pelt underlament installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach �..I+ 4n f�uaua umnn �4 M�6,n�n4 A.+ , nn *Iw. .6..k b/ tv r.nicK cur. coral J� cvrai I ini5nr:u a6ur-r-v uanus finished stucco bands RIGHT ELEVATION SCALE: 1/4' = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofin FL 011451.12 6 ca. 5v crimp metal roofina attached to aluwood deck using #9 x 1.5" woos screws wirn sen searing wasner as i.c O.C. max spacing over A7 i ri u (type 2) 30 lb felt underlagment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet e 12 4 1 SLOPE M Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crmb 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all Ispa and two staggered rows 12' o.c. in field. Attach dpeck to trusses usina attachment detail on this sheet . 1 V 4I11YN { UY 4VI NI sT.uccv an T.ypicai cvncreT.a finished stucco bands block construction ELEVATION NOTES: REAR ELEVATION SCALE: 1/4' - II - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at -4.12 unless otherwise noted - Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet MM=03 1 �vz -- 0/ 5-� ST. LUCIE COUNTY BUILDING D VISIO REVIEWED FOR COMPLIAI C ,t, REVIEWED BY DATE 2 /- PLANS AND PERMIT MUSTIBE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSP°CTORS THAT MAY BE NECESSARY IN ¢RDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSi61LITY OF THE CONTRACTOR OF RECORD. /8" thick x 8"w cut ?ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed nails. Substrate to be 19/32" CDX Plgwood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 1z° , 12" 2„ 12 5/8" thick x 8"w cut 5/8" thick x 8"w cut ■ coral 5/8" finished stucco bands ❑ coral finished stucco bands ❑ �, 3 t light 1191 h1ck gh textured ED stucco on typical concrete block construction era a Finished Floor = Fin ed Floor------------------------------------------------------------- —0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION FRONT ELEVATION SCALE: 1/4' - 1'-0' SCALE: I/4" = H—O` 2' x 4" top plate I ' 1/2" drgwall ceiling on truss bottom cord I/2" drywall on x 4" studs at 14" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR OxO #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearino Partition Braden E Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net s Wynne Building Corp. The Grand C S anish Lakes 5%. Lucie County Florida 121, 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Suildt Design Ia: Enclosed Risk Category. II Wind Velocitg: IL5 mph ultimate Mean RRod Height: II'—O• Rod Pitch: +12 Internal Pressure Coefficient- t t)-ia € Subjectabihtg to damage from: Weathering: Negligible Termites: Vera Heayu Width of End Zone. V-4' Wind Speed mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.72E Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O4WL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20A/- 2.L pal R000f Zoe: 3. +30.4/-8 f.0 Pat W Components i Cladding Wall End Zone Width: '-4' Components E 171 Cladding Wind Pressure (NET) all Zone. 4. +35.8/-38.1 pal = R 0 Rod Zone I Wall Zone: 5. +35.8/-41.8 pal WeZone 4 Components t Cladding Wind Pressure (NET) on Garage Docr:+32.0/-40.3psf Shear Walls Considered for Structure? Yes m = Rod Zone 2 Continuous Load Path Provided? YYam�ss Walls Zone 5 Are Components an Cladding Ds>:T Provided? Yes END ZONE Minimum Soil Searing Pressiee: 500pm, Presumptive: X B Test: psi 8EE ROOUCT AP ROYAL F R tM ACT P O ECTION F R O E INGS = Corner Zones Rod Zane 3 ROOF LIVE LOAD: S1 pd ROOF DEAD LOAD: 10 pal SC,AtV FLOOR LIVE LOAD: —O— pef FLOOR DEAD LOAD: 10 pat St eC - DD�U�®U JOB A RESS: \� b� � my ARA arlton I G LEFT E )ate Drawn 5-23-18 Drawn by: C.C.U. Checked by: D.R.B. Revisions : 5-23-I8 Smoke detector revision Sheet I Comm # 12-2, B OF 5 FLOOR PLAN II CRASH LOST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verif ALL notes and dimensions prior to (� p high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab c3/s"t 50 ksi steel plate) 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. 2%2" �" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" 2" ALL Concrete used for vertical filled cells, cant. tie beams etc.. to m ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix bottom "3/a" 2%" 4' 6. Drywall at ceilings shall be leveled and attached to chord 2 i/2„ of trusses with screws per FBC R102.3.5. ° o 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. h" 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 T-8" wide door at one bathroom for handicap accessibility requirements. ° h" 12. Lowest finished floor to be set bg Governing Building Department 6 surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All ex osed attic Insulation materials installed on attic floors shall have a critical radiant I' x V P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with cane hardened nim materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen 18. - edition with F.B.C.0 3 16 see permit infobox of code p Gm board material shall conform to ASTM C36, C19, C415, C514, C630, C 3 C1396 be ,. CdriI C1002, C1041,0111, C1118, C1218, C1395, or and shall Installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing d fasteners Nail stun Dons for g installation of drywall into Spacing Maximum wood framing members 2" x inn. thickness Nails Screws Ceiling Perpendicular 24' -1" 12' 13ga 1 3/8" long with 19/1,4" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Wolfs Either IL" 8n IL" 0.080" di 15/8" long with Direction 15/L4" head OR Gypaum board nail 0.084' dia. x 1 2 with 9 32" head. Ceding Perpendicuar 24" 1" 12' 13ga 1 5/8" long with 19/L4" head OR 0.098" diameter x 1 3/8' long annular -ringed or Ld coder nail �e OR Walls Either IL" 8" 149 0.092" dia. xx I 'I/8" long with Direction I/4' head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/IL" 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 3/I6" 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 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 accompanyin smoke developed index not to exceed 450 when tested in accordance wit fi ASTM E 84. Insulation shall comply with F.B.C. R316. Gidf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails :Paced 4" oc. at all laps and two eta ggored rows 12 o.c. in field. Attach dpeck to trusses using attachment detal on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2' nails f 24" o.c.) W Dicing Max. 1810lbs. u ift Aluminum Drip Edge !Fascia 2" x L" Sub -Fascia Kagean full o vent virwil sdfit i usingI/6' dia shank x 5' long roong nods with 3/8' de. heed product approval - wa chart sl 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 PRE -a N24"INETRUSSES 4 o c.RTYPICAED L (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses /2' drgmall with smooth finnh Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute led recast hntel filled with concrete and (1) #5 Car cont. for bottom row over openings sl 1/2" drilwall over i" x furringg strips dt IL" o.c. with I rr-fal insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. au Mortar to be Type 'M' onlyg proportioned per FBC R601.1 and Mortar Jonts shall compiy with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (e)c showers, tuba etc...) Fill cell with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed It Wood 48" unless otherwise noted see foundation plan notes for Baas spacing at openings 4" concrete slab with fibermeA OR VxL' #10/10 WWM on L mill Visqueen over clean compacted termite treated fill I III �T III ��1= ail - 14" x 14" Concrete footing +4 with (2) #5 bars cont. and #5 TYPICAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Head fixed door sliding door 11/2" i AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR AL I I 1 21' VTR Masterr�� Bath ko 2' VTR12"1Sher.III IIN.w.c.2 sit*. 3 C.O. To aeptrc PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding D 001" De a I I I penetration at L" max. fromom each corner and 20.." o.c. max At Masonry Wall NTS thereafter at jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5ia"x 5'-3ie 54ie'X i3i4" Single Hung ZONE 4 2" L'-2Ye"x V-3 ia" 15" x 1.3 i4" Single Hung ZONE 4 3. '-2' x 3'-2 1/2s 21 i2"x 38 ia' Single Hung ZONE 4 4. 4'-5%a"x 4*-2!/a" 54%"x ll Ya" I Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor With manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X it -Of loss x 84' Overhead Garage ocim ZONE 4 B 3'-O" X 6'-8" 41'/;x 83%" Fiber lau Panel - Inswing ZONE 4 C L"-O" X L'-e' If x 81 �2" ;e.. Sliding Glass Door I ZONE 4 D 2'-On X 6'-80 Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 i2" E 2'-6' X illI Solid Core - Wood - I. -Panel F 5'-0s X 110 Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x i'-8' x 1 %;' Solid Core Wood, Steel, or Masonme Door H 2'-8' X i'-e" Solid Core - Wood - i-Panel J X-L" X V-e" Solid Core - Wood - i-Panel - Bi-Fold K X-8" X III Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction EGRESS 1r-81, N I � e MASTER U;= BEDROOM Iaor6 V-O" A.F.F. Flat Ceiling �� ifajIRV 0 T N O I � u iv " F C3 Vonl Dryer throu all wail Z I 2" fille o A/C if Meter Rod !'ShL, ,telf Ia Y2 �hto 6a is iI� J CLO E I� I gc I Rod t 15helf I e" I DW-� - ~ 4 SATH ~ _ o I , KITCHEN I N '-O" A.F.F. i 8F O - lat Ceding Upper cabinets to ext nd over Roqryt..�� O[Vex', 67 ""I liel-V'ait 400 Steel Bayard \ sae detail o� .tbiaLibaa:Y. 22' x 54' Provide auto I At�kAcc ss closer _ _ W 150 Amp P nei GARAGE ° O JIIII A.F.F. Flat Ceding �-y O O N 3 i 1 Block wall in `r I glare to be struck block O I I T I I 3'-51, Install windows thru buck into block with 3/I0 tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ,iambs and 20' o.c. max. Exterior face at head and an per product approval of wall -\ / \ Buck to be r x 4' PT 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch W I 8'-O" to19'-8' A.F.F..F.F IRV Vaulted Ceiling ing GR IAT ROM I I I I :r I N x L" knee -wall e' O" to 9'-8" A.F.F. Ku counter top I Vaulted Ceiling I DINING rs�;Fb I ROOM I ♦♦ I vanity to be 34 Y2"high Ir -O 3/4" High wall I �_��22n _ N er-fiang - - 9 14 ® o „ w �I F ul 30l g I 22" _ m 1 81-I1, 3ATH t Shelf Flat Ceding SECOND BEDROOM �L ° I 0- EGRESS s r Il'■ IZ O 12" x 12" concrete PORCH with con rate and (2) into lintels 91-0. 3,-5" 2'-8" 2'-8" 15'-101, 3'-41, Exterior face 11 I I 3,-I" block filled •s Vert. t1*6 Ip L" 4n s Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 1 1/4" penetration at 12' o.c. max and 4' max from each corner thru 2" x L" PT Buck 2 m I"x4' P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT V_#e Wood screws thru Iamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIA, PA W nne Building Corp' Date Drawn Revisions : Sheet Architects - Planners 5-23-18 5-23-18 Smoke detector revision 41-1 S.E. Coconut Avenue GARAGE Drawn bg: Tel : (112) 281-8258 The Grand Carlton LEFT C.C.U. 2. Fax : (112) 281-8283 $ anish Lakes Checked bg E-mad: bradenaiascomcast.net S " Lucie County Florida D.R.B. OF 5 Stuart. FL S499L #AAC000032 Comm # 12-2� B .7 I >< U l� I U rlKs /� I— IN U I >= J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSi OR 4,000 PSI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ L 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 96% 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -Ili, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 1600 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. GI85 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision '4. Verify all recess thickness at showers, tile, etc.... g. Contractor to provide filled cell with concrete and I US bar vert. at 48" o.c. max. Provide (1) filled cell on each side Of openings up to 8'-11" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-I1" 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) (e. 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 LO, meeting ASTM A -IL and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30' overlap EE TYPICAL with concrete and at each filled cellECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill _I I III I I I I_ 14'w x 14"d concrete monolithic footI g with (2) #5 bars cant. 14" TYPICAL FOOTING DETAIL S,CdI_C 1/2" — V—n" 4" concrete slab with fibermesh OR 6 xb 410/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 10" (2) #5 bars cont. bottom steal 12" DETAIL AT GARAGE STEPDOWN gr`AI r- I/7" = I'—n" 12' x 12' concrete column block filled with concrete and (2) Al bars vert. tied into lintels above Top of footer 16' below finished floor Verifg house slab height in field H r I 30 COLUMN FOOTING DETAIL 77 30"x3O"AC' concrete column footing with (4) 45 bars each wag SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical sod treatment area shall be re -treated with a chemical sal treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4' concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over fill #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. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/termite treated fill '*� \4 n,-n­ a p p &i\ y�- er - c ' I Ili a How x 140d concrete monolithic footing with (2) #5 bars cant. 14" 52 GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O § 4 Sinale Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 9B E-mail: bradenaiascomcast.net - " - 0 34'-0 20'-0" 10'-0" PATIO/SLAB — DII O° ------- F ------ 9 8 t, I J ° I ©I O Filled cell under I I girder above 24" I � _ I ° Rear Patio/Slab - I I r J to be poured separate� lu ®I O from the house slab. I o I I Thicken footing to 24"w x 14"d x 24"L I I Fl under filled cell I n under girder bearing. L Q— — ° ° 10° ° — — — — — - ° m I Rear Patio/Slab to I U w be flush with bottom of ° 0 o I sliding door recess. i = I Slope 1/2' Ii- ° I I;- I�- I I �- I II° I H.B. I I I � 4" concrete slab with fiber ash OR I ° Cx6" 1110/10 WWM on 6 mil V squeen over clean compacted termite treated fill I I _ i ° ° I I I ° 3'-5 Wcunne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida 1 - 0 0 _ 1 ------- w.H I I 4'4 Steel Ballard FI I filled w/ Concrete® I ��—u121 I moo= I I �301 I IFQIdI I ° Etv I I I !,a I L— rL'' I ° -0 Ell w \ `u O � N fll -----J ° #J W I o :a IL X O O i o 0 to Recess for ----� r--`� �I l Garage boor 9'-O" — — — ° — — — — — — — — — ° 4rttllle 12" x 12" concrete column bld (2) #'f bars into lintels above FOOTING SCHEDULE Mark sass Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x 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 1400 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s O'-OR Date Drawn Revision& : 5-23-18 5-23-18 Smoke detector revision r l t on GARAGE LEFT Drawn bg: c.c.U. Checked bg: D.R.B. Sheet Comm # 31 12-2, B OF 5 Provide #S bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Strays trues to wall using Simpson MGT with Simpson HETA 20 5/8dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxy with nails into truss. Add blocking to ri ( 24 o.c.) supporting Max. truss leg per detail on this sheet A 20 MET1810 lbs. uplift ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ressp re for roof stated in permit info box on t�iese pans for zone 3 Ke Area Edge Field Fastener Max. Zone I 6 8d ring shank 45 psf Zone 2 L" 8d ring shank 16 par Zone 3 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 par ** Use nails or s4rews based on res$ure for r of stated in permit Info box on these plgns for zone Concrete / Lintel Column 1. Verify with Plan Rebar 48 Bar Dia. Min. Overlap Provide Cost -Crete = 8U8-OB/OT precast - lintel sit in mortar Min. 8' Bearing i { l �I Provide PT Buck attached per jamb j,'•'j letails into filled cal 4' Pre -cast sills Filled Cell Provide 85 bars with min. 48 bar ,ilZtere overlap m Pilled cell. Tie Pled cell steel into continuous factor steel. ;�''` y,: ;.' •`ti,� :.. ;`. Concrete Footing .: 1;•.'Y.:.':,':.. , a.. ,:':'-`.;,i; .,''ti:'• ' (see tooter schedule �., . r. --....,.:fir.: .: ,: .: �.i..; •.r•.-.... - for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-O" \\ 12"x 12" lumn Block Rebar to Lintel Attachment BEAM SCHEDULE Mark Size and Description 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 10e min. lap at top bar. SINGLE PLY REAR GIRDER TRUSS Neil 2' x 4' bloelunp to vert. leg of truss with IOd x 1.5 nails at 4' o c. II Simpson MGT into wall using dia. threaded rd, whet on. 12' not beam and (2) IOd rile into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I I 1/8' thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Pigwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG Sy Crimp Metal roofing FL #111#51.12 21. ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with salt sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 ado laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.e. in field. Attach deck to trusses using attachment detail on this sheet AddiUarid Precast Lintel ri rr u u #5 hers Lintel Bar Clear A B ' • 1. ,ti , V, , roll CLEARength Length Span Bars Bars 12'-10" T-8" 1'-6"2,43 none 3'-6" 3'-4" 2'-2" 2 tt3 none 8Fs-ODAT 8Fa-M/IT OF8-10/2T _Additional 4'-0" V-10" 2'-8" 2A3 none CLEA .. 45 bars .F` j F 4'-4" 3'-2" 2,#3 none ;•L=: ) me Rau of H Block Above tir'e 5'-4" 5'-2" 4'-O" 2,#3 none ,}•,, ztn 5'-10" 5'-8" 4'-6" 2,#4 none recast Lintel r '• ;i3` Additiaml '� 1 6'-6" 6'-4" 5'-4" 2 #4 none y----� 45 bars �r 7 -6" T-O" 6'-2" 2,45 none vu-im/rr OFI6-BS/2T e'-4" 1'-10" 7'-O" 2,#5 none NOTES: I. min, coverage of steel-1.5" 2. miss bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A1.15 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark or SaonCee I �ast-C=6 Rom "HT` Alai Steer ass s� Maw Lck oad ll Maw � Mew Lateral L22 2'-2' 3'-4' 911119-OIS/IT I as 3061 EL4 1024 131 ; 3'-N T-O- iF9-Od/IT I i6 26LI 13L3 1L3 L45 4'-6' W-10' 8100-08/1r 1 s6 IIO6 404 334 L60 6'-0e L'-L" sFs-OD/IT 1 $6 1230 ON 121 LLO L'-8' 11-C spe-OB/IT I as Ion 121 634 Lao s'-Os V-44 OP6-18/2T 1 i6 2 95 152 541 512 L40 T-O' XV-0 sFs-I8/2T I si 2 si 643 530 401 L405 4'-O" 10'-4' OFIL-I5/2T ONE 1 s6 2 85 oss ass 401 LIOO W-0" W-4" OF9-M/2T I a 2 86 592 4" 462 LIQOB MY-O' W-4' SPIL-I5/2T ONE 1 85 2 1 si 1 1UA 1028 452 L120 12'-0' W-4' BP9-M/2T 1 s5 2 1 $5 1 411 424 $24 L1208 12'-0" IS'-4' ONL-IS/2T ONE 1 #6 2 1 86 1016 110 1 324 U40 W-0' E'-4' OFK-IB/2T ONE I #5 2 1 86 1250 1,04 1 2B4 LILO III IT-4" sFO-16/2T I OF 300 M2 144 LKOS IL'-o' n'-4" I VIA-Id/2T ONE I ST no BOO 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O' LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — ( 24' o.c.) suppporting May. 18101ba. uplft Aluminum Drip Edge t Fascia 12" 2' x L' Kaycan fall o vent vinW sa fit installed using 1/8dia sheik X 5' long galv. roaring nails with 3/a' da. head per product approval -wise chat sheet #1 12' x 12' concrete column black filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"xO" with concrete and one #5 bar continuous, BEYOND To of tooter IL" below finished floor 12 4 1/2' Aluminum Drip Edge E Fascia Flash and Counter flash Nail ledger to gable and truss with (2) 10d I at each web �`•., \ on 3/8' hi-mb lath ntd and vertical ai 3/4' penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vart. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan 7777 IIII III IIII IIII IIII IIII IIII ;IIII—IIII III _: ;;':.=.�,.. •,� �..;.� IIII—IIII IIII IIII IIII= TlUblcal Brace Gable and with 2" x 4' SYP #2 Oft back nailed to bottom of top chords using (2) 10d nails at each truss 'RE -ENGINEERED WOOD TRUSSES e 2480.c. TYPICAL ( shop drawings bg manufacturer ) to � X O� rn N Hfo'C L n 2s a ui ti d O too T) — o tCD V n �C Q L W EUIC Brace Gable and with 2" x 4" SYP #2 min. oft back nailed to bottom — or top chords using (2) IOd nails at each truss ' \R-30 blown fiberglass in bottom chord oP trusses I/2' drgwall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar Cont. in each row. Substitute Car lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2" drywall over Is x furring strips af. IL' o.c. with R4.1 fir -foil insulation on typical 8' Block walls All drywall to be installed per FBC R902.3.1 i and shall meet all pertaining ASTM codes. au Mortar to be Tgpe "M" on lg proportioned Der FBC R601.1 and Mortar joints shall coin'l% with FBC LO1.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with controls and O O (D #5 bar veil. (tgpicaD. 'Max sapacing shall not exceed 48" unless otherwise noted Wood "acfond tion Alas notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spg / 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET / VxL' #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE L T2; re, L4, WZ4A WE FAA rAJ SWAN"AA11 IIIFA 11MWOVACAME •11 Ar 4 M WA HAA DINA MANI 11 J I wor Ail an PA OVA oil Ili JE MEM E 0 J91 PAN FOR', wal I� 01 1-i I -- Nelms W09i Em 11 —� IIII=IIII ,IIII= �IIII��llll11�i- 14" �1 S&ctlon at Front Porc Scale : I/2" = V—O" Braden t Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenataecomcast.net FLAN C4 w � � X � ss � IQ N n 43 a _ C� LU U IQ 1p 00 E OD C: In R 1- 2CS1 .L ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wynne Building Corp. Date Drawn Revisions : Sheet GARAGE 5-23-18 5-23-18 Smoke detector revision The Grand Carlton LEFT The by: C.C.U. - Spanish Lakes Checked bg: St. Lucie County Florida D.R.B. OF 5 Comm # 12-2, OPTIONAL PANEL "A" Poles SR Load Wire Description circa crew Description Wire Load BR Piles 2 40 1.0 kw #8 A/C camp 1 2 AHII 810 3.5 kw 30 2 3 4 2 30 4.5 ke who 40 gal. water HTR 5 i Range #L 12.0 km 50 2 l a 1 20 1.8 kw art Pump 9 10 Dr er 810 5.0 ke 30 2 0 12 1 20 1.5 ke #12 13 14 Dishwasher 812 1.2 ke 20 1 1 20 1.5 kw #12 Microwave Is IL Refrigerator 812 F2 ke 20 1 1 20 L5 lea #12 kitchen S.A.C. 11 1 i8 Recepts $12 -" 20 1 1 20 1.5 kw #12 kitchen S.A.C. 19 20 Recepts $12 -- 20 1 1 20 L2 lee 012 Clothes Washer 21 22 Recepts 812 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Racapts 812 20 1 I 120 1.4 kw $12 26 26 Recepts $12 20 1 1 20 1.412 kw 812 21 28 Recepts #12 20 1 1 20 #12 General Lighting 24 30 Recepts 812 20 1 1 20 812 General Lighting 31 32 Recepts 812 -- 20 1 1 20 812 General Lighting 33 34 Exterior GFCI $12 20 1 I Zo aIZ General Lighting 36 U Bathroom GPI all -- 20 1 I 20 #I2 Smoke Detectors 31 38 General Lighting #12 -- 20 1 1 ZO $12 Bathroom GPI 39 40 General Lighting #12 -- 20 1 8 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watta) General Lighting (3 Waste aq, . ft.) , Small, Appliance, Clrcwt(s) ........ ................... Range......................................................... Refrigerator . . Microwave ........................................................ Dish Washer. Clothes..Washer............................................... Clothes„Dryer................................................ ,Water. Heater ................................................. . Water. Pump. , .. , .. , .. ............................... Garage. Poor. Opener ... .................................... 1135 3 5205 2 1,500 3,000 1 12,000 12,000 1 1,200 1.200 1 1500 1500 1 1,200 L200 1 1200 1200 1 6,000 5,000 1 4,500 14,500 1 1.800 1.800 I 810 1 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21.419 e40% 1 0 10.966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30.966 Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required!_150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed e Push Button Switch Exhaust Ran =9 Duplex Outlet Ceiling Mounted Light =0 I Special Receptacle O- Wall Mounted Light n= ground faultcircuit Light with Pull Chain (attic) ® Fioar Duplex Outlet © Computer Connection Jack M Carbon Monmade Detector 4& Flood Light T Thermostat ® Electrical Pwiiel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack A m c A/C Disconnect ® I x 4 Florescent Lqht ® 2 x 4 Florescent Light ®I Speaker Hook -Up 111 Intercom 163 CFM IOAOxfr MASTER BEDROOM 10 CFM IOAOx6 1` ` - _ _ --- ° B xx , CLOSE .B. PATIO/SLAB 12W2x9 EI/A I ' 4 \ 1441 C M 1 onas e 1201 Soffit A TI I A 1H El Meter L- - - - - - r- - W.H. 32• x 64' a I Attic tic Access 150 Amp Panel GARAGE r----------------- i I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN � F.0 � A N I C A L L A )000' O O THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = 1'-0" Electric Notes: I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18, All work shall be done in accordance with the N.E.G. and to. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively sleeved 1n 10. A/C Refrr zC�nt lines that are run tfiru slabs must be grounded as required bg the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All p work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMI502 Registers ID idO 1 DINING ROOM '10F I FM ATH 1_ rnw � I COI gg I Q I 1 212xA ;FM L i SECOND BEDROOM I 1 /A� COVERED PORCH A/C disc. LI-1 i5o #2/0 Aluminum feed AMP 1140 Conduit PANEL 2' PVC ( 2' rigid service PPL I to Bar;op ir 5 cont Mar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru so -Fri ---- Braden E Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Win GF Install oule under disc. Aor- claritg not shown A/C Meter OPTIONAL PATIO/SLAB i ,."Covered Fora%-,, MASTER BEDROOM WP GFCI ; I \ I eme - - - - - Smoke / Carbon G R AT Mono)ade Detector R O M Combo O I S S I c I GFCI _ I -I - 16" CLOSE I I II GFCI I I I J I I DINING -�� GFCI I t---• � ROOM / I: FC 1 GFCI GF I OF FM ° � I el /i KITCHEN I L------- - 81 /�4„ I 3'-2" 3'-2„ Nines F / C.M. Detector y i R314p3r FBC /ill r. e-1 / r.. ..�.. _ V / GF GFCI ' 41° GFCI / cc -------_ 1 - •- IT, r I lu I \ Attic Access Cente i sieh 1ph► t - J I I 150 Am F\�SEC090 Panel qOptional Pull chain panel location \ � \ \ \ light in attic 42" GFCI GARAGE / FEB -of Garage Door / Opener I I \ WP GFCI I I I I I-1 `CSC H I ELECTRICAL PLAN Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.I6 sq, ft. required Provide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton S anish Lakes S . Lucie County Florida SCALE: 1/4" = 1'-011 Post Photo cuI; ll " I 6'-3" Date Drawn : Revisions : GARAGE 5-23-18 5-23-I8 Smoke detector revision LEFT Drawn by: C.C.U. Checked by: D.R.B. H.B. Exhaust Duct �Thru Soffit a Wire For Front Post Light Sheet Comm # E -1 12-2� B OF 5 IF ,A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 15PAGING NOTE LL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEER BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DF_TERMI ® ''IF MULTIPLE PLY. DON'T LIFT TRUSSES fH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less A 0 degrees or less 1 2 i g Line span ap ox. REFER TO (BCSI Truss must be set this wayif crane used. Truss Is an example. your tNse'aay not match. isist crane operator sets truss .this way. 30' to 60' Span Spreader Bar troy �_Approx 2/3 to—� Line 1/2 of Span REFER TO BCSI uss must be set this way if crone used. This is an example, truss may not match. Insist crone operator sets truss this way. I I All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A A 1 R 1-1 A N tL— E F2 N O T E UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS lL4AY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. UIREPRESENTS A HANGER Carrying Girder- -- For Truss to Truss Connections see has er/connector 9 Nails must ho as schedule in engineering Dome Guide"bit° Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS M u INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r__ 00 $8-1 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers n GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' TRIla9ma.:ANNOY I3m sTARYED Utdrn TFas AOR&mmmr q IaoN®a RmTURN® The Wall desalpaon of the propillwhere the ineal we be Installed b: " The tabattlgired dddhb are asks sauWahorotaMy d agreall iT.,10ries willmsaadace With h fordela nift.succeaM kja' m larout . 2Ar dnhanakns h ads loyad hen tel veMaed bythe 1nMenlprbd. .A Walls written scribe b grained by oaraaad mall to Chanbas Inns wadn ten (1D) deyi of delrery the raMersgrned apses tut no bodtinhsrgw wit be allowed. -In the wart repaka requbed. or to suchChsad>en Tnres shal blare tlrsa M blew days Into bol wtdcn 4. The anderslaned odav lsdpes' iaaelpta' d MM �4rC suremal mrs sheet' "a Dalr«v lsto lob rote n le ens buysrs'raspOnsiti r to make tn.loa�.lro starbVli for deAwry, t;iramb.r. Tnaa has ors sob amhomy to determine the sdbbaly sere job see for This 'Etryar b r Job of lDb addlfor = T� � beeVeness rsapaWds for dung deMay lady. bek a job am b riot prepared for dslvay b rid p firms Lea b rodaawr &lYa li mpmsmb b Gunnbers Tons for tc^a'hu ww due b see kondMloo j °ice°. a Me as shown Iq paragraph 7 bekw la simlec to drags Nary done" ae.made kj IIdi.lkYarL A iaa per haurfee for tevbldm may be Merged by Chambers TnoL ' 7: TNr la a PURCHASE ORDER to Chanben, Tons of are an agreed to, or If all a reasonable prka. Invoke wit be made ondearay andgewlarhtemp j rreEbn delvay. Invoke may. be mods at scheduled date delwty t bryerkanrot akarery j fabrlcetruetes.The undenlprbd agrees b pay Gnanbas.Ttuss roasambbrdj paymardhoe tkrvsfyme& 11-12 %per month ser4w 10' a Sig nQtra or haeb erryalraro on ads shsK corwilLo a agreement to el farm herein. 9,'In conekeratkn ofCh&rP Tnna lad credit for ado maarlal the urdaalpmd unconditionawe teem Truss bysay � g Indarled and � and al Indebtednessaginesto days k uch kWebtedmu Induding r1li rreys tees, M depot In uid for mind al be a pry the redPlerr� parlrnart for material ho made by the '10. In tin want Of arY Itlgetiorn kooaardrg ale agree may, the hens Mnlshed hereunder or refened , hash, dat paMea agree that do � veal for any such argon wit hS Lila Cotmtr.FWka. 11. Design responaldllas am per"National Standard And Rahimmended Ouldeams On Responsibilities For Corbbudion UsI g Metal plate Corroded Wood Trmees ANsMVWTCA 4-2OOr DATED_.—_-- _ , ' '<4 - sloNEo , ..AsNMaderbtrmWbaw"tidper'Ecsll-WiD pmvwti jtry8dlatlal Multiple ply trusses must be fastened together per engineering .before they are set; failure to do so can raliultin roof collapse. Temporary and permanent bracing are required and can save We and property and Is the responslbillfy of the Huss erector. Study the contents of the Information packet Included on delivery before setting bustt&s. Tlueseemwtbeastandbracedperdttelprtopreverttljtsyadtrrl a Trusses must be set plumb and square Do notbat bunks or stack of plywood, roofing material or any 'other osltarentraisd loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT -usE LAYOUT DELNERED WITH TRusSEs TO SET TRUSSES CHAMBER��S��TRUSS IN /A\ n i -1- 3105 Oleander Avenue Fort Plercei Florida 341182-U23 800-551-5932 Fort Plerce 7/2.48ti-2012 Fijr' •ri, c 11 Vero Beach ' 77-W9-20'luaueroe�st$tuaft 't ingl ehltP� t'a represantettve'a rMe contra ohedh" af�th®dl 1p NOT a for actor alydll mmin rert;aii". other conking field maea ago angle approval iructlon Criteriarements re V. COVer3 generalOOf'C foe t s hew of truss structure fro strappin m grav' g, and tea their rty and o ding on re/sy%�/ rive loc pllipft loads and Approved 8y:.- / v J ns• Date: 92.0/93.2 MITM 4.2 ° $ Braden AJ.A. Rq DESIGN CRITERIA County SPLINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. °>. _ S Top Chord Live 20 ino Top Chord Dead 7 4.2 = m a Bottom Chord Live 10 Non -Concurrent Alex E (71 w Bottom Chord Dead 10 3 m TOTAL Load 37 7-2 w a Duration Factor 1.25 cc c Wind Speed 165mph v R Top Chord C.B. Sheeting by builder. m Bottom Chord C.B. Sheeting by builder. Highest Mean Height W-0e ci Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE r 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 -z 53/(0 iy ToseAk