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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x I" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt inderlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails aced L o.c. atallleis and two staggered rows 12" o.c. in field. Attach b/ LS tnICK Cut coral wrai i rcnancu aw�i.0 uanua finished stucco bands RIGHT ELEVATION SCALE: 1/4' - i'-O' M ELEVATION NOTES: Gulf Coast Supplg and MPG 5v Crimp Metal roofingFL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach eck to trusses usina attachment detail an this sheet �t V �61� wi ul stucco on Lgplcal concrci is finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - II Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at -f:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II1.51.12 — Ang changes to this plan shall be submitted to the architect 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. (type 2) 30 lb felt underlagment installed with min. 4 side laps and C and ALL laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails — Return ALL Stucco Bands into Window or Door. spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment deter on this sheet 12 4 1 SLOPE U 5/8" thick x 8"w cut U 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction -------------- LEFT ELEVATION SCALE: 1/4' - P-O" 2" x 4" top plate base -board terror Non—Beari 12 4 1 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with mm. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 o.c. at all laps and two staggered rows 12" o c. in field. Attach deck to trusses using attachment detail on this sheet la^ 5/8" thick x 8"w cut coral finished stucco bands ®®®® Q 1/2' drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate 4' concrete slab with fibarmesh OR VxL' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Partition Braden 4 Braden AiA, PA Architects - Planners -411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON S WQnne Building Corp. The Grand Carlton Spanish Lakes St. Lucre Countg Florida 1yti - 0 , ST. LUCIE COUNTY BUILDING DIVIS9 REVIEWED FOR COMPLLQ E REVIEWED BY DATE PLANS AND PERMIT MU BE KE ON JOB SITE OR NO INSPECTIONS) WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SU11 W ANY CORRECTIONS REQUIRED In FIELD INSPECTORS Mf MAY BE NECESSARY IN MIER TO COMPLY WITH ALL APPLICASLE CODES. LL FACTURES LARMS SHOWING AU FACTORS AND SHGC COMPLIANCE Wm{ Fqc ENERGY CODE MUST REMAIN ON ALL ODORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED �NERSORA�pt CONCEAEEDfAS pgE1hERES?0gS1I Of ral fin,u finished stucco bands CONTRACSOROERECO? 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using Sd nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with TOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - II 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: Lth Edition and ASCE 1-10 for Wind Loadmg Bolding Design is: Enclosed Risk Category_ II Wind Velocitg: 16S mph ultimate Mean Roof Height: IP_O• Rod Pitch: 4•I2 Internal Pressure coefficient: to_Ia Subjectability to damage from: Weathering: Negligible Termites: Vera Heavu Width of Rod End Zone: 3'-4' Wind Speed:-10—mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.12L Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OADL+OAWL Components E Cladding Wind Pressure (NET) Rod Zone: 1. +20.L/-332.L pal Rod Zone: 2. +20.it/-81.0 pot Rod Zawr: 3. +2OA/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4' Components t Cladding Wind Pressure (NET) a done: 4. +35.8/-38.1 pot Wall Zone: 5. +35.8/-41.8 pal Components t Cladding Wind Pressure (NET) at Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYa�aa Are Components an Cladding DsII Provided? Yes Minimum Sal Bearing Pressure:15O0 psi, Presumptive: X Bg Test: Do ROOF LIVE LOAD: 3_ pot ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:4_ oaf FLOOR DEAD LOAD: 10 nat JOB ADDRESS: Date Drawn : Revisions : 5-23-18 5-23-I8 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. Ej Rod Zone I Walls Zone 4 Rae Zane 2 Ways Zone 5 END ZONE w Corner Zones Rad Zone 3 St. Lucie County Sheet Comm >>� 1. 12-2� OF 5 /?Ol - 058 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.s. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 -- 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have 51, (3/8"t 50 k5i steel plate) a minimum 1,400 P.S.I. fiber stress. ME 6" 4. No dissimilar metals to touch. 2%2' 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 a shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' 2t 1. of trusses with screws per FBC R102.3.5. ALL wood in contact with concrete shall be pressure treated. S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for EE handicap accessibilityrequirements. ;2 1/2"12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 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 ex osed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Suck flux no less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case harp materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attar' with F.B.C. R314 - see permit info box of code edition 18. G psum board material shall conform to ASTM C34, C-19, C4-15, C514, Cl C931 C1218, C1395, C1396 be C960, C1002, C1041,C1111, C1118, or and shall installed according to the following: (FBC Rrt02.3.5) Or wall Thleknass Location Orientation Framing Member Max spacing of fasteners eners Nail wing options for installation of drywall into Spacing Maximum wood framing members Nails FScrews 2" x min. thickness Ceiling Perpendicular 24" 1" 120 13ga 1 3111 long with 19/1.4" head OR 0.098" diameter x 1 1/4' Iong annular -ringed or Sal caviar mad /2 Walls Either IL" g" IL" 0.080" die. x 1 5/8' long with Direction 15/1 head OR Gypsum board nail 0.084' dia. x 15/8' with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8 log with 19/44" head OR 0.098" diameter x 1 3/8" Iona annular -ringed or Gd coder mini OR Walla Either IL" g" IG" 0.092" die. xx I 1/e" long with Direction 1/4' head OR Ggpsum board nail 0.0915" dial. x 11/8" with 19/44" head. install SGD thru buck into block with 3/14' tap -con with 1 1/2' penetration at G" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/IL" tap -con with 1 1/2" penetration at 0 o.c. max. From each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, AiO8.I, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIi-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanuinci smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supplg and MPG 5v Crimp Metal roof FL #11651.12 24ga. 5v crimp metal roofing attached to pi wood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4g wide laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpe s aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet \ Simril HEThA 20 or equal uithi(�O) s: x lal/2�cn jaws ( 24" o.c) sup pporting Max s101ba up It 12 4 at 24"o.c. (shop drawings by Aluminum Drip -�'�� \R-30 blown fiberglass Edge I Fascia in bottom chord oP trusses 1/2' drymall mith smooth finish 2" x L" 5ub-Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagean Pull o vent vinyI sortie installed precast lintel filled with concrete and (1) #5 \1 using 1/8' die shank x L5' long gale. bar Cont. for bottom row over openings roo(ng nails with 3/8' dat head per product approval - $se Chart sheet a1 1/2" dr wall over I" x Purring allPs at IL" o.c. with Ill ti-fal insulation on typical 8' Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete I and shall meet all pertaining ASTM codes. block construction m Mortar to be Till M onlg proportioned per FBC R601.I and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each Pilled cell (U #5 bar Vert. (tgpical). 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 OVA' #10/10 WWM on L mil Vi ueen over clean compacted termite treated fill Grade �l III III„ Jill IIIIIIIII IIII I -III _ 14" x 14" Concrete footing 14' with (2) #5 bars cost. and #5 TYPICAL SECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" to Masonry Beam nails fixed door sliding door v2„ AREA CALCULATIONS Living A/C = 1446 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 JL I I I I 21' VTR Mastery/� Bath I I I ILev. I 2 1 Lev. 1 4' 1 2' VTR 11 I i I Sher. 3' % I Kit. Sink I I Kitchen 2' I I I 3" w.c Bath #2 8� 3' C.O. NTo Septic PLUMBING RISER 1' x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wail Bottom Track `-Typical Flooring Sill Install SGD thru buck into } block with 3/I4" tap -con with Sliding Door DeGa I I I penetration at L" max. fromom each corner and 20.."" o.c. max At Masonry Wall NTS thereafter at jambe per product approval Jamb Window Schedule Mark Size Rough OlDen. Window Description PRESSURE ZONE I. 4'-5Ys"x 5'-3!/8" 54ks"x Ill Single Hung ZONE 4 2. L'-2ka"x 5'-3 ia" ism x 1.3 i," Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 2'l%2"x 381 Single Hung ZONE 4 4. lI,l "x 4'-2%" 54%s"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-O" loll x 84' Overhead Garage Door ZONE 4 B 3'-O" X L'-e" 41'/4"x iiii Fiberglass Panel - Irisnng ZONE 4 C L'-O" X L'-8" �4" x 81 i2" c t°" Sliding Glass Door ZONE 4 D 2'-O' X L'-8' Solid Core - Wood - L-Panel -Sr-Fold Finished 24" x 81 h" E 2'-6' X L'-8' Soled Core - Wood - L-Panel F 5'-O" X L'-a" Soled Core - Wood - G-Panel - Bi-Fold G 2'-8" x C-8' x 1 N' Solid Core Wood, Steel, or Masonite Door H X-ell X Ill Solid Core - Wood - 6-Panel J 2'-6" X 6'-80 Solid Core - Wood - L-Panel - Bi-Fold K 2'-8' X C-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction M I ry 14'-0" OPTIONAL n PATIO/SLAB EGRESS iv _W ° MASTER U= BEDROOM u a V-O" A.F.F. N ° Flat Ceding L(V o r- ° Rod I hel � oll 4'-" A/C Meter O ❑© e v 1= o I to CLO�Eli$ i « il`r�" } \ ,(D I ATH I Rod t ySheif I a i nw-„ 4 I o KITCHEN L- A.F.F. Flat Calling 10'-5" ao o Lif O- >11 Upper cabinets to 44*)x-eRef. dttnd ov=� n n 1-- 8'-C 12" x 12" Concrete column / block filled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch � I 8'-O" to 9'-8" A.F.F. IRV Vaultell Ceiling GR IAT ROM I 19'-8" I I I fV 2" x G" knee -wall e' O" to 9'-e" A.F.F. below counter top I Vaulted Ceding I DINING ROOM I ♦♦ I Vanity to be 34 Y2"high High Well 3'-8" I O -��--- - 4'-1" R-II Det nWti g1.1„I. vi=tua)l eelBallardetail oA },{p�ejlagLs2" x 54• �" Provide auto At�hAcuw I closer _ __ J 6 4 , 150 Amp P nel o GARAGE Or6i A.F.F. Flat Ceding O Install windows thru buck Ito block with 3/I6' tap -con with 1 1/2" penetration at L' o c. max from each corner and 20.' o.c. max thereafter at jambs and 20' o.c. max Exterior face at head and sill per product approval of wall / \ Buck to be r x 4' PT r-----------------i I Block wall in �- gara a to be 1 struck block 1 4" ''I I E BATH / I Rod I Shelf 8'-O" A.F.F. Flat Ceding SECOND m BEDROOM O, EGRESS O C V E R D 12" x 12" concrete (� �7 C with con rate and (2) into lintels 4' 2" I in :I block filled •s Vert. tie Q 6" in I 9'-0. I3'-V T-8" 2'-8" 4'-2" 5,_4" IC BID me is, -loll 5'-4" 3'-4" 9' 4-4° 3'-4" 9'_4 311 34'-0" am Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck of wall -� / Ir- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck Windows II lock with case hardened Walla ON ALL JAMB, HEADER, AND at each hinge and 15' ac. max and Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail a t Door prior to door attachment INSTALLATION NTS NTS Braden E Braden AIAe PA Wynne Building Corp. Date Drawn Revisions : Sheet Architects - Planners G E 5-23-18 5-23-18 Smoke detector revision 41'1 S.E. Coconut Avenue The Grand C a r l t on LEFT Drawn by: 2 Tel : (112) 281-8258 C.C.J Fax : (112) 281-8283 E-mail: bradenaiaocomcast.net 5 anish Lakes P St. Lucie County Florida Checked b . y Stuart_ FL 3499L #AAC000032 D.R.B. Op 5 Comm # 12 2� B J 1 1SUl"". I Ul"S/"aL- IXS"/ 11=J' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL B. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 q• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSi OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 3. POISON SOiL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. O 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, V. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. I1. 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 15• ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MiN. GI85 RATING. FOUNDATiON FLAN 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 4811 o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24 o.c. unless otherwise noted (see section) L. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide f I t t t fi t t f revrew rior to construction 8. a copy o so1 es o arc I ec or p ALL Reinforcing steel shall be grade LO, meeting ASTM A -IL and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. ° i v #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap1`1�_EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated PIII 4" concrete slab with fibermesh 0R GRADE 6"x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill °D Grade JI IIII —III Il) =IIII— I PORCH SLAB EDGE DETAIL I I =IIII III IIII_ '' 14'w x 14"d concrete monolithic footing with (2) #5 bars cunt. SCALE 1/2" = 1'-0" f I j TYPICAL FOOTING DETAIL _ SCALE 1/2" - I'-O 4" concrete slab with fibermesh OR CxL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 11 (2) #5 bars cont. bottom steel to 12" DETAIL AT GARAGE STEPDOWN Cr`AI C 1/7" = V- 12' x 12" concrete column block filled with concrete and (2) #1 bars wort. tied into lintels above ]LIVeril"g house slab height in field Top of rooter I6" below finished floor gym MIN11 IFMMLN;- , Pill- 3o' FOOTING DETAIL SCALE 30"x30"xIL" concrete column footing with (4) 45 bars each way #5 bar vert. w/ 30" overlap at each filled cellffl��_EE TYPICAL ECTIONS Adjust curb heigght based on gar. floor 4' concrete slab with fibermesh OR slope. 6"xV #10/10 WWM on 10 mil Visqueen over u5 bar in curb clean compacted termite treated fill 0'-0" e F.F. Grade \��4 T T17— �I IIIII 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" GA RB DETAIL SCALE 1/2" = I'- 2" x 6" PT wood secured with \ 3/8"die. 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 PRE55URES STATED NITcJ. 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 r' ao Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden 4 Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue J1 B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 14'-0" er 20'-0" PATIO/SLAB ❑° O° 1 I 1 I ❑° o o ° — — — — — ° ° f Filled cell under I FI ( girder above 24" Rear Patio/Slab I r J to be poured separate UJ from the house slab. �y I n Thicken footing to 24"w x 14"d x 24"L I I FI under filled cell I a under girder bearing. L _O_ _ _ _ _ O _ _ _ — O ° m I Rear Patio/Slab to U c be flush with bottom of I ° u I sliding door recess. i b a I Slope 1/2" I i- TU" i I �- o I I I '- I I I'° 1 ®I °I II ° I H.B. I 4" concrete slab with fibermesh OR ° 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I ° ID I I 1 ' o F- ° I I I I ° ° I ° H.B Ia A/C ° r--- ------ - w.H I I #1 1 4"* Steel Ballard FI F5 filled w/ Concrete® I I ul 1 3 1 °I o�� 1101a�1 I° Env I I 1 I Et! s E a I L— - -n I 100 ry U art o = I I I o:�" - _-_-I_ i _-I_-1_ 1 _- ® V o Q ° I 0 o a I = *t v W I ' I •r�" IL J' x () 14'-6" —� I I o I t) ® Recess for Garage Door 3'-5" 9'-O" 3'-5" 6'-2"OE Joe me 6' 12" x 12" concrete column block fille with concrete and (2) #1 bars vent. tip into lintels above W-nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County 'Florida FOOTING SCHEDULE nark am Description I 14'W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 1200 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x S"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 O'-O" Date Drawn Revisions : 5-23-18 5-23-I8 Smoke detector revision GARAGE Drawn bg: LEFT C.C.U. Checked bg: D.R.B. Sheet Comm # 12-2� B OF 5 Provide #5 bars with min. 40 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. ti Provide 35 bar set in pre -cast lintel into beam where length of the opening calls for it. Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e dia, 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 i 24" o.c.) supporting Max. truss lag per detail on this sheet ETA 20 1810 lbs. udllft ROOT= SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5' long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX F'Igwood 4. Use nails or screws bas d on resr� re for roof' stated in permit info box on triese pans for zone 3 Keu Area Ede Field Fastener Max. Pressure Zone I 8d ring shank 45 psf Zone 2 (," 8d ring shank 16 psf Zone 3 " ed ring shank 84 psf ** Zone 3a 4" G" #a wood screw 112.5 psf ** Use nails or s4rews based on reure for r of stated in permit info box on these pl�s$ ns for zone Concrete i Lintel Column Verify with Plan x 12' n Block Rebar Rebar 1,48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark !,ol ize and Descrl Lion Two rt>Ibeam block filled with concrete and 1 #5 bar BIcontiineach row. Hook wart. bar over topbar with #5 90and bar with a 10" min. lap at top bar. Provide Cast -Crete -s SUB-OB/OT precast -- lintel set in mortar Min. 8' Bearing . a. Provide PT Buck attached per jamb 'tads into filled cell 4' Pre -cast Sill Filled Call Provide #5 bare with min. 48 bar meters overlap in filled cell. Tie dial call steel into continuo" tooter steel. . ::`ei ,:�. •'..: .�:.'r':..::%.:: ":' :::"':'r r. q oncreteCFootin g ^: L. a,:i:' :�::' ' :...•.'Ye:;' �_ (we footer schedule DETAIL AT WINDOW OPENING IN Scale: I/2" = I'—o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nall 2' x 4' bloclul to vert. leg or truce with IOd x 1.5 nails at 4' o c. Install Simpson MGT into wall wain 5/8' dna. threaded t an, 110 into slat beam and (1re) nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I I "I/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 or ASTM D Type 2 felt paper using Od nails. Substrate to be 19/32' CDX Plywood nailed at V ol in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sale sealing washer at 12" o.c. max seating over ASTM D (type 2) 30 lb felt underiagment installed with inn. 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 11 12' o.c. in Field. Attach dock to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark W1 Unit S� I �astfies wn ;e• sloci '4 'tee I am Top OZ. Sire Maw LoaCluald (PLF) U Lad (PLF) ?taxLetsi Load (PLF) L22 2'-2' 31-4' DPO-OD/IT 1 85 3001 RLs1 1024 L31 2'-Lee; '-N 4'-O' �8-OD/rr I s6 a611 1343 193 L45 4'-S" V-10' are -vial I s8 IIOS 109 33, LSO 5'-0' L'-L" spO-OD/IT I i6 r23O O3S 121 LLO L'-O' 1'-C slua-OB/IT I as loll 121 934 L80 O'-O' all OFO-I8/2T 1 a6 a 1 95 152 511 02 L10 1'-O' Ill WO-a6/2T I e6 a $6 L43 S30 401 Lull 1'-O' hD'-L' OPIL-IO/aT ONE 1 e5 2 05 a33 us 401 LI00 101-0' If-4' Wall1 aS 2 $5 582 M4 452 LIOOI5 Ill Ill VU-SAIT ONE 1 85 2 05 134111. 1029 452 L120 Ill 13'-4' WG-M/2T 1 a5 2 $5 411 428 324 LI208 IZ'-O' IS'-4' VIL-1e/2T ONE 1 s5 2 $6 1015 110 324 LHO W-Ow E'-4' OFIhIB/aT ONE 1 #S 2 as 1250 L01 2S1 LILO W-O' IT-4' Oliallil 2T 1 2 95 Soo 112 114 11.116,05 Ill li WU-18/2T ONE 1 05 2 85 130 500 R4 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurncans anchor at each truss with (10) IOd x 1 1/2' nails — ( 24' o.c.) supporting Max. 18101ba. uplift 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd is at each web Aluminum Drip / Edge t Fascia I/2' tls stucco on 3/e" hi-nb lath attsehed to horimntsl and vartmual sa framing with nails or stables to aravub 2' x V Kaacan full o vent vml safnt matalled wing 1/8' dia shank x LF long galv. roofing nails with 3/8' dial head per product approval - we chart sheet #1 12' x 12' concrete calman block filled with concrete and (2) #1 bare vert. tie into lintels above thicken edge to O'xO' with concrete and one #5 bar continuous , BEYOND Top of tooter It below finished floor 3s4 penaLrawon 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan —IIII IIII IIII III IIII= III — 1111 ���IIII,� IIIIIIII=IIII Tuwcal Brace Gable end with 2" x 4' SYP #2 Oft back nailed to bottom of tap chards using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) � i X OW N Fa-1° AM a X0 to Q1° ti d O q °° o an V- 2N 4 r` w Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom of top chords using (2) IOd nails at each truss ' \R-30 blown fiberglass in bottom chord of trusses I/2" drilwail with smooth firash Two rows of beam block Pilled with concrete end (1) #5 bar cunt. in each row. Substitute precast lintel tilled with concrete and (U #5 bar cant. for bottom row over operl 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8' Block walls All drywall to be installed per PBC R102.3.1 i and shall meet all pertaining ASTM codes. W Mortar to be Tgpe "M' all proportioned Der FR401.1 and Mortar joints shall complyPi with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tuba etc...) T2; ��e�l��i�i gqo Sol l VAOAMI EI For ps •A � MA - NAWANNOREAVW'A Mimi IJill �I FAW AlMr II .II 11 II Wffl M wu LIE IFAN n t� —FO Fe wo MOW I Fill call with concrete and ROOF /"v A (I) #5 bar vert. (typicaD. 'Max. spacing shall not exceed 48"unless otherwise noted see foundation plan notes Por —OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET see spacing at opening' — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #10/10 WWM onn L 4" concrete dab hbsrmesh e— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil Yiaqueen over /clean compacted termite treated Pill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE <:.. 14"III � I Section at Front Fort I Y N H LU 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 OPTIONAL - PANEL "All Poles BR Load Wire Description arc# clrc# Description Wire Load 2 40 1.0 kw #8 A/C camp 1 2 AHIJ #lo 3.5 km 3 4 2 30 4.5 kw #io 40 gal. water HTR 5 6 Ranat 86 12.0 km a 1 20 1 1.8 kw 812 Pomp 9 10 Dr $10 5.0 ke Il 12 1 20 1.5 ke $12 13 14 Dishwasher 812 1.2 ke 1 20 1.5 ka $12 Microwave 15 IL Refrigerator 912 1.2 ke 1 20 1.5 ka 812 Kitchen S.A.C. n 18 Recepts 812 1 20 1.5 ka 812 Kitchen S.A.C. i9 20 Recepts 812 1 20 l.2 kw #12 Clothes Washer 21 22 Recepts #12 1 20 0.81 kw #12 Garage Dow Opener 23 24 Recepts #12 1 20 1.4 kw *12 26 26 Recepts 012 I 20 1.42 kw 812 21 28 Recepts $12 1 20 #12 General Lighting 29 30 Recepts 812 - 1 20 812 General Lighting 31 32 Recepts 412 - 1 20 812 General Lighting 33 34 Exterior GFCI 212 - 1 20 812 General Lighting 35 39 Bathroom GFI #12 - 1 20 *12 Smoke Detectors 31 38 General Lighting $12 - I 20 812 Bathroom GPI 39 40 General Lighting #12 s are 11 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts TotaUWatta) General Lighting f3. watts..eq..Pt.)......................... Refrigerator ................................................. Microwave ................................................................. Dish Washer Clothes..Was#lei............................................... Water Heater..... plater Pump Garage, Door. Opener .......................... 1135 3 5,105 2 1,500 3,000 1 12.000 12.000 1 1,200 L200 1 1500 I 00 I 1,200 1,200 1 1,200 1200 1 5,000 5.000 1 4,500 4.500 I 1.800 1.800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 O 000 Remainder 21.415 e40% 1 O 10.91li6 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts io,41" Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed e Push Button Switch ,St Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle 0- Wall Mounted Light eterpr ground faultcircuit Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light Q Thermostat ® Electrical Panel Central Vac 8 Electrical Meter (g Smoke Detector Ceiling fen ® Television Jack ® Telephone Jack A x A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® I Speaker Hook -Up ❑t Intercom YfDt-thin Soffit AiC Meter 301 163 CFM IOxIOx4 MASTER BEDROOM 1113 CFM IOxlOxi B/Ax4 CLOSE ATH --� 4 lo' I 150 Amp Panel B/A N PATIO/SLAB I I GREAT ROOM I I Center Registers IDxbx M on ceding fan I0x10 �M I _Z1171 t------%- DINING ROOM ° I A it I ;R Al le M �- ' ATH O ri no - - - O - T 20td0 I I F l II6• [• 22' x 64 Et > I I Attie Aawme L-� - -� I Q l I 232 GFM __- 12xbx1 IL GARAGE r----------------- i I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN � � C H � i , I� O so THERMOSTAT LOCATION I C A L L 0 IJ T B/A = BALANCED AIR SCALE: 1/4" = 1'-0" Electric Notes: I. Use copper wire only, no aluminum. I1. 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 rotected. 18. All work shall be done in accordance with the N.E.C. 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 iq, The electrical system shall be completely and effectivel�t 10. sleeved in AVaCnt lines that are run thru slabs must be grounded as required bg the latest edition of the N.E.C. II. 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 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 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM I 1 B%A� COVERED PORCH H.B. Yent thru ---Hot`t;t-- - A/C disc. AfeedAMP >t2/O Ahumrai'"h' Conduit 2' PVC ( FPL 2' rid service FPL t3arii5#cant. l!es�arwrin slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. KTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru soffit 4" Exhaust Duct Thru Wall WP GF Install oulet A under dl5c.i/' in not shown or clarity A#/I C Meter MASTER BEDROOM i FG CLOSIE OPTIONAL PATIO/SLAB ,'Covered Pore%, WP GFCI I I I 1 1 I .� smoke / Carbon G R A T Monotade Detector R OM Combo I � I I I I i I �I I © II I II I II I II I I GFCI DINING -�\ I I I_ FC \ I I GFCI GFCI \ I 1 I� KITCHEN --- L----- /24" 1 3'-2" 3'-2" HIHES F C.M. Detector only per FBC -. R314.3 42' GFCI ll ® w.H. 1 I A :torah ,IgA ht� L J �L I50 Am }2 optra wl Panel Ppanal lolcation Pull ch \ \ light in attic 42' GFCI GARAGE Garage Doan Opener I I I I I I I I I I I I 1 I I I I 1 I 1 I 1 I 1 , ELECTRICAL PLAN 1 /00 - - - - - - F ul I \ OCente , \ -) \SECO90 1 BgDROOM Total Attic Space = 2124 sq_ ft. Venting Ratio 1/150 = 1,4.16 sq. ft. required Provide A Continuous Vented Soffit WP \ ~ COVERrw[T r-1 - P-aRICH SCALE: 1/4" = 1'-0" Post Light lath Photo call I 0 I n 6'-3" 1..01114� Exhaust Duct ^Thru Soffit LU re For Front Post Light Braden t Braden AIIA, PA one Building Corp. Date Drawn Revisions : Sheet Architects - Planners 5-23-I8 5-23-18 Smoke detector revision -411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8258 The Grand Carlton LEFTFax : (112) 281-8283 Spanish Lakes Checked b E-mail: bradenaiascomcast.net S. Lucie Count Florida 9' St"airt FL '34ACiG 2AAf`C�606'A!2 D.R.S. OF 5 Comm # 12-2� B A=LIF This symbol i given special SAFETY WARNING A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LNGTH ratio Life y Safety nsinst l that should be read A Do riot stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ntion by all persons installing trusses. I I5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2.-0r ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. F9 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or lessAl 30' to 60' Span 60 degrees Spree er Bar or less ♦-1 /2 —i Fag Line span Pprox. REFER TO BCSI Truss must be set this way if crone used. Truss is an a+ample, your truss may not match. isist crane operator set4 truss this way. Tag 4_Approx 2/3 to --,.Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A � are installed. Al AIR HAN�L—tE=R NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. IU REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see 11 hanger/connector Nails must be as shown. Guide tabs o schedule In engineering Domeanglenails. p�ckage. Carried Truss II SEAT i co TES BY CLAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 1-- upset=l/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- 12 2.00— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A " GARAGE LEFT GARAGE RIGHT The Architect's or Architect's representati shop drawing approval is NOTves a "double check" of the contractor, The contractor shall remain responsible Other honsrng field measurements and a pprOval covers cntena. Architect's review of trus generai roof structurem 9 av tPPing, and loading on fro their re y and uplift Foods and ctive to ... Rradcn &Braden -` - A.6.•A. P,A. FABRICATION AGREEMENT R' 8Id n wp et ems"" I ,w b'"aaea a wPdetlbtlntobeupgdlyrdap ,dal Wt trust plerxe,oe,q Nam k 2,All dimensions h us layout nave been w bbftft of go true, Z Uhleds written toffs Is provtdad o cer by the undwgWsd such w ten is "j°0aa that no p „ Tnns wttlt4t ten to �Mpah � abgMc6ussss,�jthnee �� days Nw tksvxY Is to sits Is the bad tW SI "or ummaryaheetbyTPI3 Wr( A Po+n�n ofot relN«v. t10,,�, dty'�kt daMn,y,ote aWhnnH�ofx,. uwb° .. ««wr, al Pentuaplt 7 txlow b eds to gww one any dian0 s am made- n 9k..leycut A $So per hox ree for mvwo u trey be rtu by 0tmm6an Tntts, 7: T enta r PURCHASE ORDER b chambers. Tnas of the stem WOW Within � or Y rea aeteernem a rsnotiabls Pkk invoice will be Made am canna i cOnceming 419 bra delvery. Imrolcs May be pads ediedWed dato*bt deAvety NIM catutM acpK . ch t WE be added pnrotg Hofaill � * made. 1-1)2 acilth e'er 6.h Weretbn MChambers Tuna etnM agreement to a1 temn hash. du Oha�nns7 eery"r6oahrPwd �°" Wdan0 � and allthe e ed m ltdabtemafs Including agomeya' qtrwlww hand tln utMatalpaad a 0. In the a'Peymnttts a eras c ro nxµt, 'fit Pa, Np` al7eement, tlro aard.tted na,,,,mder sere nun the tills venn for any such action WM bt Deeps r"Ponsibl�are W-Nanonal Stadani And RbIDal argedOutdaotas On . ANso 2 NahcMataiPlate camacted_Wood Tteaft .DATED SIGNED — � t Multiple Ply trusses must be beforefastened together per engineering they erne se( failure to do so can result.ln roof collapge" Temporary and Permanent bracing are required and can saw we and PrOP" and Is the responalbNlty of the tnrss erector; Study the contents of the IrKonnatlOn racket Included on delivery before sat8ng trusais iF[eaee mustbeaetand braced Per*WWI b paliend bilii-ayL Trusses must be set plumb and square Do not set bunks or stack of A"odl, roofing material or any . '01►1e� cdtiCentrated loads on trusses, this can cause colic ,IIiO NOT SET TRUSSES U,'iING 77 1S / d.vr'frrr - -- -•"-• • • ,.�++ m r n r Ku:35ES TO SET TRUSSES CHAMBERS TRUSS INC 3105 oleander Airienue Fort Plerde; Floiida Uga2"6423 800-551-5932 Fort Pierce 772465,W12 'Fax T72-46t;.8711 Vero Beach M-668-2012 Stuart T1a,2863302 ur-,. 4w. �.t7AaaGCCCT1tir nU 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFIRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake I Loading in PSF Roof R.D.L. _ Top Chord Live 20 .a Top Chord Dead 7 4.2 r m ° Bottom Chord Live 10 Non -Concurrent NI ° Bottom Chord Dead 110 3 m TOTAL Load 37 7.2 o ;; Duration Factor 1.25 R 'o Wind Speed 'I65mph 2 _ Top Chord C.B. Sheeting by builder. N m Bottom Chord C.B. Sheeting by builder. ,E� Highest Mean Height '14•'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Cn Q Verify DESIGN CRITERbk 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 7S �0Z PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATrACHED TO LAYOUT M11323 jggqs oaotull