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HomeMy WebLinkAboutBuilding plansFile Finish Columns with 5/8" thick cut coral finished stucco bands 1� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 5/8" thick light textured O stucco on typical concrete block construction ------ - - - - ------------- _`1-.- -_ti_-.,c-7-- RIGHT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' = 1'-0" 12 SLOPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LE" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 12 4 SLOPE: FIn15h Columns with / \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION ..). - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at +12 unless otherwise noted MFG 5v Crimp Metal FL 411451.12 ,Any changes t0 this plan shall be submitted to the architect Gulf Coast Supply and roofing 49 21. ga. Sv crimp metal roofing attached to plywood deck using x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval in writing prior t0 starting construction. (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ^ - Return ,4 ALL Stucco Bands intoWindow Or Door. spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 12 -4 1 SLOPE f�<rr ICI � i X I 2„ 5/8" thick x 8"w cut �., H. 5/8" thick x 8"w cut 3 coral finished stucco bands 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction '-O" = Finished Floor - - - - - - - - ----- - - - - -- LEFT ELEVATION Product Approval Submittal Affidavit Opening Type Opening NOA/FL NUMBER Schedule Swing Doors, Product Overhead Doors, Model # sliding Doc la Manufacturer MI Windows and doors DAB Windows & Skylights Glass Attachment method Ea Spu•ation Date Design Pressure of Approved Tests Ip. z eipeona qq anrI p00n apt on et mex. om inch caner end L o.c. tf sreaftor Lhroug T �uck into solid filled CMu wall maintaining min 2.5' edge distance in strict adherence to the product approvaL ± 60 psf Ir2.3 FL# 11499.2 Single Hung Series 185 note x to cornet, with ce with a es tr "ere. eery aie• x t.' ald s beeve Mcho • et e' o.c. in L0y h. ,seer• Rim edge 8•an in In•gg t eck to buck np (I7 s/14' x I i/a' r� tNsad lap •crag• in each bracket maintaining mind 1.5' wipe a• emc. - GC to Anctla Adhere to product apprwal Provide Vt' uuaM eaWr an rawer thMt•. 10-9-21 + 50.0/-60.0 of p A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-O" max height B FLU IL04.1 Fiberglass Smooth Pro/ Jeld-Wen Elco 1/4" din. tapcon with min 1.25" embedment at 3" max from comers and 1'1.5' o.c. max thereafter in head and jambs. + 30.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors 6 x caa mi . enetretion at g max, rom sea caner end 'l�o.c. a'{ dou�le row tt'iereefter throw h PT Buc1 into solid filled CMU wall maintaining min 2.1,' edge distance in strict adherence to the product approval. + 48.2 PSF _ Product NOA FL / NUMBER Model # Manufacturer Attachment Method Ex splration Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Ml Windows and doors For CMU use (2) I/4' x 2 3/4" tapeona with min I I/4" embedment penetration into each rlull Clip. Attach mull to clip using (4) #10 x 1.25" self topping screws or clip as shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x Ll wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt mderlagment installed with min. 4 side laps and L' end laps fastened with corosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all 'ape and two staggered rose 12" o. c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vln I Soffit y Kaycan Install using 2" x 2" battens at IV o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12" . x LF)" Iona ring nk nails with / " dia. head. +55.0/-35.0 PSF Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" die.-20 x 1.5" . Products LLC long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. ± 45.0 PSF Fitt 150162 g the bottom and 13" o.c. at the top Panels Storm Panels alon I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" = 1'-0" SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 -4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c, base -board --\ 1 11 / 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"xL" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue The Gr a n d C d r l t o LBTelel (112) 281-8258 Fax : (112) 28�-8283 Spanish Lakes E-mail: bradenaia�comcast. net St. Lucie County Florida Stuart_ FL 3499A #AAC000032 TERMITE TREATMENT REQUIRED CONCUZ FASTENERS OR A741C 1 ARE THE RESPONSIBILITY OF T} WRACTOR OF REf;bRQ ALL MANUFACTURES LA13LES SHOWING U FACTORS AND SHQC COMPLIANCE WITH FSC 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 INSPECTORS THAT MAy BIB NECE$SARY 1N 0RDI:R TO. CQIHPLY.6YITH ALL APPLICAOLfv GODS: 5/8" thick x 8"w cut coral finished stucco bands ST. LI'CTR COT_-NTV T TT NFVIFN1'L1) FOR t'i �A xVll.`.1� -! PLANS A,'D PETth41i' MUST IlE KEPT ON IOC QI? NO LNSPECTION Ni= BE , 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0' 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure C`oe rficient: t o.18 rpr.0,0.ITCH SubJectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.121. ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.60L+0.01. Components t Cladding Wind Pressure (NET) Roof Zone: I. +20,4/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 per Components t Cladding Wall End Zone Width: Components it Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: S. +35.8/-41.8 par Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? as = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: X - Corner Zones APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5 pof FLOOR DEAD LOAD: 10 of JOB ADDRESS: S�;L Date Drawn Revisions Sheet Comm # 3-1-14 10-18-I6 Product GARAGE Drawn by: "Approval revision j n LEFT C_C.U. 4-4-11 1_ 1 2- 2� Checked by: Plan Review Revisions D.R.B. OF 5 File Copy rFLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior to ste 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 slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6„ 4. No dissimilar metals to touch. 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "3/TE)__ ° 2 6_ Drywall at ceilings shall be leveled and attached to bottom chord , J�_ of trusses With screws per FBC R102.3.5. 2%'� I. ALL wood in contact with concrete shall be pressure treated. 0 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. %' 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II_ Contractor to Provide a 2'-8" wide door at one bathroom for 2'2" 2%' handicap accessibility requirements. %' `„/;' 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 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 exposed attic Insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C�i60, C1002, C1047,CIl-f1, C1118, C12�8, C1395, or C1396 and shall be Installed according to the following: (FBC R702.3.5) „ Dr wall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of fasteners Nail sizing options for Installation of drywall into wood framing; members 2" x min. thickness Nails Screws �2 Ceiling Perpendicular 24" 1398, 1 3/8OIRong with 19/44" head 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail OR 0.080" die. x 1 5/8" long with 15/64" head OR Walls Either Direction I6" S. IL" Gyplum board nail 0.086" dia. x 15t 9/32" head. e Ceding Perpendicular 24" i 12n 13ga 1 5/8"OR long with 19/44" head 0,098" diameter x 1 3/8" long annular -ringed or Ld cooler nail OR 0.092' dia. x 1 1/8' long with I/4 head OR Walls Either Direction 16" 8" IL Gypsum board nail 0.0915" dia. X 1 1/8" with 19/LC head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 2C." o.c. max thereafter at head per product approval Use 3/14" 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 al�krc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, 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 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 accompany Inc smoke developed index not to exceed 450 wher'I tested in accordance withh 43TM E 8-4.. Insulation shall comply with F.B.C. R316. FLuoocf ast Supply and MFG 5v Crimp Metal roofing FL #11651:12 v crimp metal roofing attached to plywood deck using #9 x 1.5° ews with self sealing washer at 12" o.c. max spacing over ASTM D 30 lb felt underlayment installed with min. 4' side lap@ and L" end ened with corrosion resistant tincaps and with 1.25" rit}9 shank nails ' o.c. at all laps and two staggered rows 12" o.c. in Geld. Attach trusses using attachment detail on this sheet Simpson HETA 20 or equal with (10) 10d x 11 1/2" each 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 IBIOIbs. F at 24"o.c. TYPICAL upiFt (shop drawings bg manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia V-1/2o in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kaycan full o vent vmsl soffit installed precast lintel filled with concrete and (1) ng bar cont. For bottom row over openings using 1/8" dia shank x I b" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet ttl 1/2" drgwall over I" x furringg Pi strips at 16" o.c. with R4.1 -roil Insulation on typical 8" Block walls = All drywall to be installed per FBC R102.3.1 5/8" thick light textured and shall meet all pertaining ASTM codes. stucco on typical concrete m Mortar to be Type 'M o I proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1, Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) w/ 5 bar vertoverlap 30" overlap Fill cell with concrete and at each filled cell (I) tt5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see Foundation plan notes for Base spacing at openings concrete slab with fibermesh OR L""" #10/10 WWM on L mil Visqueen over tv4" clean compacted termite treated Fill Grade ... + III -I I I - - III j114" _"' IIaiIII Iiiji I' III - x 1'4" Concrete footing 14' with (2) tt5 bars cont. and U5 transverse bars at 48" o.c. TY F i CA L SECTION N.T.S. Head fixed door Sliding door I 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. 2" VTR JAL 1 1 1 21' VTR Mastery/ I J;L Bath I Lay. 2" I Lay. 4' 1 2" VTR W.C. JIL I I 2" 3" shwr. I Kt. sink I I Kitchen 2- La I v. 1 3- Bath Bath 42 Sher. 3' C.O. To Septic PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track "Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding Door D t a 1 l 1 1/2' penetration at L" o.c, max. from each corner and 20." o.c. max thereafter at Jambs per product approvalJamb At Masonry Wall NTS Window Schedule Mark Size -Rough Open. Window Description PRESSURE ZONE I. 4'-5%'x 5'-3%a" 54V'X 63%;' Single Hung ZONE 4 2. 6'-2%"x 5'-3 %e" 15" x L3 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21%2"x 38%e° Single Hung ZONE 4 4. 64%"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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41 %q"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6' -8 ,' x ar":t"n4:u Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1%' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X L'-8" Solid Core - Wood - 6-Panel - Si -Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-11anel - 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 60X ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction O i4 U0 a-g a ~ -N u- n O Yen Dryer thro h wall \ A/C Meter O Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at .Iambs and 20" o.c. max. Exterior face at head and sill per product approval f II EGRESS 12'-8" (V i ia MASTER BEDROOM /-& 8'-0" A.F.F. Flat Ceiling 0 Rod t'Shelf 6' 4" 1 m Vanity to e �j I r 34 Y2„hIg I N CLO E I v 2„ rr r O 1 bel I I" - J ii e © Rod E Shelf00 8" 1 ` i ,t H 0 ` 1 0" -m KITCHEN I O L - - Z7 iv e'-O" A.F.F. Flat Ceiling I 6'-O Upper cabinets to extend over Ref. INi .r. R n O I an,ng - +ir?gd-yh - - 12" x 12" concrete column block filled with concrete and (2) #1 bars vert, tied into lintels above Covered Porch v I 8'-O" tol9'-8" A.F.F. Vaults Ceiling GREAT ROM I I I I I ry x 6" knee -wall 8'-O" to 9'-8" A.F.F. ow counter top I Vaulted Ceding I DINING ROOM \ I Vanity to be 34 %2"high (4r') 9Yq° 3 " \R-II Betts nwlaGon W.H.N 4"; Steel Ballard O See detaill on _0iL_sdget, Il" Provide auto Attic AcScess 1 firth light closer gh _ J 9 L ----- 1 1 LI 1 ® 6 - I $ 1 F W ?O _L 22" 150 P Amp nel o O °e 4" -o" /� / 6 A R,A G� E E RGEN Y - EGRESS O '-4" A.F.F. 00 MT FI t C I 0 O a sling L� r----------------i I Block wall in garsge be ' struck block ck I I I I 1 I 1 I I 8'-O" A.F.F. Flat Ceding I I' -6" SECOND BEDROOM ry ii I Y\ ° O EGRESS ° O O O C Y E R D 12" x 12" concrete lumn block filled O R C with con rete and (2) 1 bars vert. tie O G' 2" into lintels bove / II'-6" 9'-0" 1_ 2'-8„ -� 34'-0" o wa Buck to be I x 4 PT Varies 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t a I 1 a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK NTS INSTALLATION Exterior face of wall 4'-2" < Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck Detail at Uoor a m craws thru jamb into buck age and IS. o.c. max and prior to door attachment NTS Scale : 1/2" = I'-O" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof' stated in permit info box on these ans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" 6n 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar provide #5 bar set In pre -cast diameters overlap into beam. Tie lintel into beam whore length of filled cell steel into continuous beam block steel. the opening calla for it. n Provide Cast -Crete BUB-OB/OT precast lintel set in mortar Min. 8" Bearing ovide PT Buck tacked per iamb ails into filled ci 4" Pre -cast Sill I Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5' nails at 4" 1 Verlfy with Plan v Install Simpson MG7 into wall using Concrete 12lump 12" \ into wet beam and (22) set nails2into truss /Lintel r--� Column Block Rebar Rebar 48 Bar Die.- Min.Overlap TRUSS BLOCKING DETAIL Column to LInt&l Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of B E A M �^ C I I E EDl I I E u J,� ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood Waded at 6" o.c. in field J �'j and edges with IOd ring shank nails into studs. Mark Size and Description Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled with concrete and 1 #5 bar 2G a. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" q screws with self sealing washer at 12" o.c. max spacing over ASTM D BI continuous In each row. Hook Vert. bar over to bar with P wood (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end 45 90e bend bar with a 10" min. lap at top bar. 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 Additional Precast Lintel Lintel Bar Clear A 7B",s#5 bareLen9 9th Len th Span Bars r`;':; �;'� ''. ;•_r:'s� ,� CLEAR i i i i i i 2'-10" 2'-8" 2 #3 none i r i i i i 3'-4" 2'-2" 2,43 none BF8-OB/IT BF8-IB/IT 8F8-IB/2T Additional 4'-0" 2` 2,#3 none #5 bars CLEAR 4'-G" 4'-4" 3'-2" 2,#3 none ner Row of "H" ':; "4 Block Above '' : 5' 4ii 5' 2ii 4'-O" 2,#3 none 5'-10" 5'-8" 4'-6" 2,#4 none r' Precast Lintel I. e . 5'-4" 2,94 none Additional i #5 bars t__� G'-2" 2 #5 none 8FIL-IB/IT 8FI6-IB/2T none NOTES; �'-O" 21t5 I. in, coverage of ste 2. minel=l.5" n. bearing required a ea. end=8" ALL reinforcing steel is grade GO. 3. standard for reiri ateel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or 0oo Unrt Width Lintel size Cast -Crete Specification Rows of "H" Block Above " Bottom Steel S12Q Top Steel 51Ze Max Gravity Load fPLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" BF8-OB/IT I #5 300 1 15L9 1024 L31 T-0 2'-8" 4'-0" BF8-OBAT I #5 256I 130 143 L45 4'-5" 5'-10" BPS-OBAT I RS 1 1105 1 904 339 L50 5'-0" L'-L" BPS-OB/IT I ifs 1238 1 835 121 L40 4'-8. 1'-4" 81128-OBAT I #5 1011 121 534 LBO 8'-0" '1 BPS-IB/2T 1 45 2 #5 152 1 591 512 L90 T-O" 10'-L" BF8-IB/2T 1 #5 2 i !i 443 530 1 401 L90B "I 10'-L" SFIG-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" ii'-4" BFB-I15/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" il'-4" 81=I6-I15/2T ONE I #5 2 95 1366 1028 452 LI20 IT-O" 131-4" BPS-IS/2T 1 #5 2 25 4.11 428 324 L120B 12'-0" 13'-4" 8FIL-I13/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" IS'-4" 8FIL-8/2T ONE 1 #5 2 #5 1250 609 259 LILO IL' -Om IT-4" 8F8-IB/2T 1 #5 2 its 300 192 1 194 LILOB I6'-0° 1 IT-4" 1 812IL-IB/2T ONE 1 #5 2 #5 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFOIgMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRES6ED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 21" o.c.) suppporting Max. IBiolbs, uplift Aluminum Drip _ Edge t Fascia 2" x L" Sub-F 12 F 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web 1/2" thick stucco on 3/8" hi -rib loth attached to horizontal and vertical wood 12° framing with falls or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gaiv. rooring nails with 3/8" dia. head per product approval - see chart sheet #I 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer 14" below finished floor 5/8" thick [lot 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 flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan Poured Coi concrete b Poured Concret, concrete block i Concrete e Manuracture chore Per Spec& lax. Flush Mounted Shutter Detail W ood B ase Aluminum Panel Sizes per manufacturer — See Typical Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details lu 043" 0 � 099" co in m� �m Stud Detail Stud w/ Die Cast Zinc Pura Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER-eD WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) N N � X O kill N i L � Q Ts N N 17 u Ems, °p O (� N N ` Q :3-17 H W Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using 12) 10d nails at each truss Milwy 2 E?<1 X X yR-30 blown fiberglass in bottom chord of trusses cn -1/2" drywall with smooth finish do o Two rows of beam block filled with concrete _and (1) #5 bar cant, in each row. Substitute u precast lintel filled with concrete and (U #5 a bar cont. for bottom row over openings Zi 1/2" drywall over I" x furringg strips at 10 o.c. with R4.1 (i-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar �olnts shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and lU #5 bar Vert. (typical). O O -Max. spacing shall not exceed Strap truss to wall) using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet t „ ( 24 O.C.) ETA 20 1810 supporting Max. lbs. uplift PON iNil F L A I Y O F- W e) N � X O tj m N Q 4j o ,2 LLI N � N U N O W e foundation unless otherwise noted se see undation plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with Fibesh — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET mil Viaqueen over 6"xG" #10/10 WWM on G mil en — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE I�;Illlli�illlll�lllll ill Il; r ,—L.I I�IIIIIIII-il�ll IIII IIII IIII IIII,IIIIIII„ I 14. FI -illl ,illll=—IIII Dili I��'�=IIII F3 T4plcal Section at Front fi orch Scale : 1/2" = I'-O" Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 287-8258 Fax (712) 281-8283 E-mail: bradenaia5comcast.net Stuart_ FL 34996 #AAC000032 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 Comm # 3--1-16 10-18-19 Product GARAGE Drawn by: Approval revision The Grand Carlton LEFT -4, 12-2� C.C.U. plan review Spanish Lakes Checked bg: St. Lucie County Florida OF 6 PANEL "A'i circ# 2 Description AHII Wire Load BR Poles #10 3.5 kw 30 2 Pole* BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp I 3 5 4 6 2 2 30 4.5 kw #10 40 gal. water HTR Ran e ttb 12.0 kw 50 7 e 1 20 1.8 kw tt12 Pump 9 10 Dr er #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher 912 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS IL Refrigerator Recepta - #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n is #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 412 - 20 1 1 20 IA kw 912 25 26 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts Recepts #12 20 1 1 20 #12 General Lighting 29 30 #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 912 General Lighting 33 34 Exterior GFCI U12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General LigfiUng (3, .watts sq ft:) _ .. _ Small ,A,ppliance. Circuit(s). . ............... Refrigerator Microwave ................................................................. Dish Washer I ...................... Clothes ,Wa.sher, ....... Clothes, ,Dryer... _ . ....................................... W, . Water ............................................... Water Pump ...................................... Garage Door Opener. ... . . . . .. . . ........ ... . . ................... ....... .... _ . . 1135 3 5,205 2 I 1 1 -1 1 1 1 1 1,500 3,000 12,000 12,000 1,200 1,200 1,500 1,500 1.200 1,200 1.200 1,200 5.000 5,000 4,500 4,500 1,800 1,800 810 810 First 10000 Watts 0100% Remainder 21,415 840% Electric Heat or A/C 10,000 94596 Total Watts 10,000 O 10,000 31,415 10,000 10,9LL 10,000 Calculated Load Calculated Wattage Divided by Voltage = Watts V®its e Total Amps Panel Size Required = 30,966 240 129.03 150 Amps Electrical S mbol L-egerd S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Fe Push Button Switch Exhaust Fan Ceding Mounted Light Wall Mounted Light Light with Pull Chain (attic) Duplex Outlet Special Receptacle o- ==E) Jf Waterntierrproof ground fault circuit ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Electrical Panel Electrical Meter Ceiling far, TQ Thermostat m ® 1 Central Vac rc::� ® Smoke Detector © Television Jack Telephone Jack ncs O A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 FIBr'escent Light Intercom J FSP-KRI Speaker Hook -Up - 0 113 CFM IOxIOxf I'lASTER BEDROOM 113 CFM IOxIOX4 I2xl2x9 B/A I\ 4 - - - - - - - - - - - a\ 1 ° 12x12x9 B/A CLOSE 3 CFM Ven _thru ---_ rff SOfP ATH PATIO/SLAB I GAR IAT ROPM I I I I49 CFM Center Registers IOxlOxl Ion coiling \ n jOxlOxlM -era F71 11 \ _� 12" ---\��-I \`\ o° i a DINiNG ROOM 153 CFM 12x12x1 ° ° H.B. IOxLxd 14 I ; R�A1 lax 4M Si -- - - - - Vent thr.0 O I �ce7i�; ATH - SofPit- - O O CT I I� r __ I IIL" I 22" x 54" I Attic Aeeeas WO with light L-----� Q i 232 CFM IL axGx1 150 Am p t'�� r--J Meter Panel 8 x4Cr- \\II SECOND GARAGE 1 BEDROOM I \ 12xl2xe �1 B/A = Balanced Air I r-----------------� I I 1 I I I I I I I I I I 1 I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN l��CN�\fC�L LAYOUT SCALE: 1/�4" = 1'-O" Electric Notes: I. 2. Use copper wire only, no aluminum. Provr a and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18, All work shall be done in accordance with the N.E.C. and 6. 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 RMI402 be 19. The electricals stem shall be comp letel and effective) 10. A/C Refrl Brant lines that are run thru slabs must PVC grounded as required by the latestedition of the N.E.C. 11. sleeved in 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 fully operative. 13. Contractor shall pay for all fees, permits, testing, and 2L 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 occupency, 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'-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 RM1502 COVERED PORCH O= THERMOSTAT LOCATION A/C disc. ISO tt2/0 Aluminum feed AMP CB I %,° Conduit PA EL M TE AHU 2" PVC ( FPL)-- 2" rigid service FPL Bare #6 copper wire to #5 cont. re ar 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 Braden t Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (772) 287-8283 E-mail: bradenaias'comcast.net Stuart. FL 34994 #AAC000032 I'M Exhaust Duct Thru Soffit iIMEM 4" Exhaust Duct Thru Wall WF GF Install owlet under disci/" N not shown Or n_ clarity A iC PATIO/SLAB ,'Covered Pore--, MASTER Q BEDROOM ' 1 I 1 I WP GFCI \ T T \S I TV � I - - \ Smoke / Carbon G R AT i Monoxide Detector R C� O M Combo O S I C I TV CLOSIE II I � I I I I I I I = I - - J DiNING 3 - GFCI I I ---� `` ROOM r'FI"I GFCI E 9T 4 N /i KITCHEN I �/ I I t -make L Gart3sn - - onoxide Detector /2Combo / 4" I 3'-2" 3'-2" S GFC\1 ^/ GF GFCI 42" GFCI I W.H. II II F 22" x 54" 17 > � / Attic Aceeu Cente \I with fight I I L J Lt Meter 15P0anel R i Optional panel location Pull chain light in attic 42" GFCI GARAGE Garage 11 Door 11 O Opener i----------------- I II I I I I I I i it I I 1 I I I i I i I 1 I I , ELECTRf CAL FLA\ F Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit W(gnne Building Corp. The Grand Carl Spanish Lakes St. Lucie County Florida 50\CFM FAN i I � \`�SECONI�� S BEDROOM Ty /cJ' / COVEREPl T ' PAR -CH SCALE: 1/4" = I'-O" Post Light with ,Vn-T c Photo cell I Date Drawn : Revisions : 3-1-16 10-18-14 Product GARAGE Drawn by: Approval revision frl LEFT Q.C.U. plan review Checked by: 4).R.S. Sheet OF 5 H.B. Exhaust Duct Thru Soffit 'Wire For Front Post Light Comm # 12-2� A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2.-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span A 0 degrees Spree er Bar or less S 2 Trig Line span approx. REFER TO BCSI Truss must be set this way if crone used. Truss is on ".ample, your truss may not match. Insist crone operator sets truss this way. I ag �_Approx 2/3 to Line 1/2 of Span REFER TO BCSI uss 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 Q are installed. A AIR HAN�LEFR 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. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r m OVA. co 81 upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 1— 8 '? 2.00 Y 2 " upset--1/4" heel=315/16" PLUMB CUT END 1, 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A L�1 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �1 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT ` FABRICATION AGREEMENT .`Tgl1aSES CANNOT BE STARTED UNTILTHIB AGRE)=J11ENT 18 SIONED a RETURNED ,ifne Agat desalptin of the property whore Na Wesea v EAT le: oun erelgned ackmwledge$ and agrees: ''whlgTIs Me sob auttot;d or da� Wng auxeea fabrication oa000rdanoo with this truss f thetrusses. ment lagrem layout, '1. Ali dlmanelone In this layout have been verMed by Na undersigned. ' •'S. UNeds written notice le provided by certlfled mall to Chamfers Tess within ten (10) days of dopvary Ne underelgnad agrees that no bedcchargea.wg be altowad. In the event . Sudh wdtert rtotca Is tumtshed Chembam Trues shag have Nree (3) bup�teas days In which to, tugln repdro ropulred, or to substitute other trusses, at Chambers optfiSn. b"�jhs undersigned adancwladgea reoelpt of08CS11;1% summary eh set by TPIBWTCA. ,g,.pepvery b to Job alto, R s the buyers respond in to make tine job site sulteble for de)hlery. Chambers Trua has the so authority to determine Ne eutabllR of Ne Job site of a pditllin of Ne nob alto tordeMsry. Chambers Trua will be reepont""isle for dump delivery only. Ths b'uyar le rsapomlble for addldonal delvery elryenses IfChemis Truce has to redelhrer Is )ob site Is not prepared for dellvery or buyer Is not prepared for delNary of Wsaas. 8u'y&sb rsaporisible to Chambers Truss for towing costa due to site Cnditins. "t.Q:Rtrica as shown In pensgmph 7 bslow Ia sub)ect to change N arry changes are. made in thla,(eyouL A S60 per hour fas for mrislns may be dheryed by Chembere Truss. ' =is b a PURCHASE ORDER to Chambers. Tens of the sum agreed to, or K n ant a reasonable price. Invoice will be made on delivery end paid wlthln terms of ne'1. ' on�a' o1 fabricated inures. The undersigned greas tomade at sopayChaamben TNanressollabnot l6(� itOmey'a iaa for coliecbbm In event of payment not timely made. l•112 % per month s livlca charge will be added for all turns not paid within terms. ,S: Signature or Initials anywhere on this sheet cnsthute , agreement to all terms hereln. :;.-9: in 6onsidereflon of dncondtl natly, guarantees apayme t Whmbers Truss en due ocredit any land or call Indebtes material dness undersigned to 'Chambers Truss by arty enflry receiving mstedel and the undersigned. agrees to pay such Indebtedness Including af(?me9s tees, K default h payment for material be made by the recipleft ' 10; In the evert of any litigation concerning this agreement, the Rams fumGhed hereunder :or payments Warned to herein, this. parties agree Nn will at the sole venue (or any such action �ba Saint Loole County. Florida. eVt Design responsibilities are per -National Standard And Recommended Guidelines On 'Raaporslbllydas For Construction Using Metal Plate Connected Wood Trusses MsV(PUWTCA 4 - 2002- STONED " .'fo trrlF _ '.!S'Spleaderbartrtaybelegt(Ued per"BC311-03"topfegefdir�tay8dartrr�e.' riMbitiplo ply trusses must be fastened together per engineering ,i$ej0m they are set, failure to do so can mault•In roof collapse. ore and permanent bracing are required and can save life AF�1? ry property and Is the res;:�ionalblllty of tine truss erector. t1t.: . $nutty the contents of the Information packet Included on detivoryi...: before setting trusses. ;trgThosesnamtbeaetandbracedpldest nioplw ink tay8damape. `r' ' Trusses must be net plumb and square 0o fict$et bunks oratack of plywood, roofing material or any Other ban Will loads on trusses, this can cause collapse. D0 NOT SET TRUSSES USING THIS LAYOUT IiSE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ;: CHAMBERS TRUSS INC 3105 Oleander Avenue ' Fort Pleme; Florida 34882-6423 t 800-551-5932 ijrdjt Plates 772-465.2012 Fax 772.485-5711 ,;J*0i`6'qeSCh 772-569.2012 Stuart 772,286-3302 4.i4a;u• wah Sltae CHAMBERSTRU5S.001111 r-Thy Archlt ''dl'1TOv Arelllfaet'a repir iaehtetiverj" shop drowine approval Is NOT is "doYple check" or the contractor. The contractor aholl romain res ionalate for chocking Acid measurements unit ether construction criteria. Architect's approval Covers general roof shape, review of trut a Strapping, and loading an structure from Ity and upllit loads anal their rope ve loeatlo Approved By: Data: 92.0/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A. DESIGN CRITERIA _ County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting 'o Roofing Material Shingle or Shake — „ Loading in PSF Roof R.D.L. cc = Top Chord Live 20 s Top Chord Dead 7 4.2 rlo I o Bottom Chord Live 10 Non -Concurrent c — Bottom Chord Dead 10 3 ; I cl TOTAL Load 37 7.2 c Duration Factor 1.25 cc ` Wind Speed 165mph Top Chord C.B. Sheeting by builder. 4 :E Bottom Chord C.B. Sheeting by builder. v Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W H Q GARAGE RIGHT � 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By.. Xle Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 -7394Y ,1,V72 0,0il