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Home My WebLink AboutBuilding PlansGulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.S" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 lb felt underlayment installed with min_ 4' aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails �aLed 4".oc. at all laps �and �two Jstaggered�rows 12` o.c. in field. Attach 12" 12" 5/8" thick light textured stucco on typical concrete ® Q block construction -------------------------ce------------ Vi o' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" MAU ELEVATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck uamg #9 x 1.5' wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 Ib 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 L o.c. at all laps and two staggered rows 12" o.c. in Field. Attach deck to trusses uamg attachment detail on this sheet Finiv A.i u�"n ,.mw a Wl ui Stucco on Lyrical concrete fshed stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - ,Any changes to this plan shall be submitted to the architect 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval 1n writing prior to Starting construction. (type 2) 30 lb felt underlayment Installed with min. 4 side laps and 6" end 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 detail on this sheet SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using 49 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 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 SLOPE 4 SLOPE 8'-1" T O.B. 8'-1" T.O.B. ly .H. 1 r 12" tE: r 5/8" thick x 8"w cut . 5/8" thick x 8"w cut ❑ coral finished stucco bands ®®® 3 coral finished stucco bands 3 �a 5/8" thick light textured ®®® stucco on typical concrete - block construction -O"=Finished Floor - - - - - - - - - - - - - - - - - - - - - - - -- 5/8" thick light textured stucco on tgpical concrete block construction LEFT ELEVATION FRONT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method IEST iration Dae Design Pressure of Approved Tests 1,2,3 t4 FL# 239.9 Single Hun g g SH-110OA I act PGT 5/IL" V4' ilia. tapcorts w/ min. 13/8' penetrate eo ye spaced par pr ues approval. Contractor osl'iall adhere to min. edge distances specified in Product approval + 65.0/-80.0 PSIF IL-0330.02 Overhead Garage Door Model 824/811 L -0" mmax height D QB h wed I'd Tes ixa"vert. uses af"x "6t""H'i"Itti HLC e black 6lieve KGi R. LG e•" OC. "aI S s :° a Jul i'kr4. ,AeJ N " I.K alyrKv`.t t..M.� a mt a I.s' s41 d.t"* e. t Oc to a reels "dlariw prodmt arum sIe VIL' boding gisk w roar andta. 10-9-21 + 50.0/-60.0 sF p B FL# IL614_I Fiberglass Design Pro/ amoagth Pro Jeld-Wen Elco 1/4' din. to con with min 1.25' embedment at 3' max tram corners and p17.5" o.c. max, thereafter in head and jambs. + 50.0 PSF C FL# 251.4 Sliding Glass Door Series 11O SGD PGT I" mom Type "GSA" 1/4" die, tepcome w/ min. 1 3/4" penetration to be epacad per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method sg Ezpuation Da Design Pressure of Approved Tests MUlllon3 FLU 241.1 1" x 2 3/4" x .315' PGT Install per fastener type and epacmis shown in Table IA and IB en product approval on sheet 6 of 22. + 58.0 PSF Roof FL# 11451.12 5V Crimp Metal Roofing Gulf Coast Su i in y and manufacturing 2L ga. 5v crimp metal roaring attached to plgwood deck using #9 x 1.5" wood screws with seer sealingwasher at 12' D.C. Max spacing over ASTM D (t a 2) 30 lb Pelt undarlmint installed with min. 4e side laps, and L' and sP s ap laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails at all laps and two staggered r rows 12" o.c. In field. Attach spaced L' trusses deck to trusses using attachment dotal on roof plan - 108.5 P$F Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at V D.C. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit tc battens using 0.12" dia. x 1.5" Iona ring shank ngils with 3/8' d ,Hurricane +55.0/-35.0 PSF Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" = 1'-0" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on " x 4" studs at 16" o.c. base -board 11 11 ,,, 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Cxd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition Braden It Braden AIA, FA / Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenala9comcast.net W(onne Building Corp_ The Grand Carlton Spanish Lakes St. Lucie County Florida /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 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor : II Wind Velocity: 4.5 mph ultimate Mean Roof Height: II'-0p" Roof Pitch: Internal Pressure Coal is ent: ±Q1IL- SubJectability to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C yo LOOP 2J2 CH Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.6WL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L psf Roof Zone: 2. +20,L/-51.0 pal Roof Zone: 3. +20.L/-84.0 psF Components f Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +36.8/-38.1 paf = Roof Zone I Wall Zone: 5. +35.8/-41.8 paf Walla Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding DeiaT Provided? Yea END ZONE Minimum Sal Bearing Pressure: 2.Boo psi, Presumptive: X By Test: psi = Corner Zones SEE PRODUCT APPROVAL FOR IMPACT P O ECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: 31 paf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD---4-5- pef FLOOR DEAD LOAD: l0 sf JOB ADDRESS: 03 Mdr FdClflco Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn bg:�� C.C.U. R VIEWED FOR Checked by: CODE COMPLIANCE D.R.B. Sheet Comm # OF 5 5/7 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Requirements. Flange with 4 - to anslon bolts Into 2. Contractor to STRICTLY enforce ALL OSHA Q slab l3/8"t 50 ksi steel plate) la 3. ALL Lumber to be used as Beam, Rafters, etc... to have 4. a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. ''" 2h 2 �' 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, cons. tie beams etc.. to "' shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/8" 4. Drywall at ceilings shall be leveled and attached to bottom chord �/� ' " " of trusses With screws per FBC R102.3.5. o 04" 1. ALL wood in contact with concrete shall be pressure treated, �2' 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 'A 12. Lowest finished floor to be set bg Governing Building Department 13, surveyor to set in field. 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 Ceding shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. 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 6Masonry Beam " P.T. Buck Walled to 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 attachmen 18. with F.B.C. R314 - see permit info box of code edition Gyypsum board material shall conform to ASTM C3b, C'19, C415, C514, C00, C931 =.. C`f60, C1002, C1041,C1111, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R-T02.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing memb era Nails Screws 2" x min, thickness Ceiling Perpendicular 24" T, 12" 13ga 1 3/8 " long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail y2 °OR Wells Either 16" 8" I6" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" die. x 15/8" with 9/32" head. Ceding Perpendicular 24" -1" 12" 13ga 1 5/8 0loong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail e 0.092" din. xx 1 1/8" long with Walls Either 16" 8" 16" Direction I/4" head OR Ggpsum board nail 0.0915" die. x 1 I/s" with 19/64" head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product q rc 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 accompanying 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 Supply and MFG 5v Crimp Metal roofing FL #11651.12 d 26 go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo 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" 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 Simpson HETA 20 or equal hurric no anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 1810lbs. up rt (shop drawings by manufacturer) Aluminum Dnp Edge 8 Fascia ; --7 2" x V Sub -Fascia Kaycan full o vent vinyl soffit installed using I/8" die shank x IS' long gaiv. roofing nails with 3/0' dia. head per product approval - see chart sheet 31 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade rR-30n fiberglass hord of trusses with smooth finish Two rows of beam block filled with concrete and (l) 95 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR L"x4" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill II1 IIII-IIII , ,, 1=I 111 I I h l l III -IIII_ I IIII _I I _ 14"w x IS Concrete footing with (2) #5 bars cunt. and #5 14" transverse bars at 48" o.c. TYFICAL SECTION Scale : 1/2" = 1'-0" J N.T.S. Head fixed door sliding door AREA CALCULATIONS Living A/C = 144L 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 = 11,5L8 2' VTR 1- I I �r�l 12„ 12" ER 1 BATH i I LAV-1 r LAV-I 2„ wm-I we -I 2 2" 2" LAUNDRY 3" 2" 2" 12' AAY JIL2, VTR 31, ®T-1 3P s-1 I 2, KTICHEN 2 LAv-I 2„I 3" 2" 3" we-1 BATH #2 „ 2" 3n 9T-1 PLUMBING RISER To septic I" x 6" P.T. Buck nailed to O block with case hardened nails prior to door attachment Masonry Wall 31 L - 11/2" Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap-a*)n with Sliding D oor D e t a I 1 I from penetration at L" ." max. from eacfi corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5Y8"x 5'-3'/e" 54%s"x 63W, Single Hung ZONE 4 2. V-2%8"x 5'-3 %" '15' x 63 %;` Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l%2"x 38V Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 54%e"x 54Ys" 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 T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X 6'-8" 41 %,"x 83s/i° Fiberglass Panel - Inswin ZONE 4 C 6'-08 X 6'-8" 14" x 81 '�;' ;(; o - Sliding Glass Door ZONE 4 D 2'-0" X C-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 I %," Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-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 #I All rough opening dimensions to be verified bg contractor k with manufacturer s specs prior to construction 12" OPTIONAL PATIO/SLAB O1771 1 IEFE °° N EGRESS ILL A 12" x 12" Concrete column / block ild wvert. intoo ((2)#1 bars tied into lintels above O o � O � O Covered Porch D a ° OO P D OO P OO D 03 c � MASTER 1 = a0crm BEDROOM 8'-O" tol9'-8" A.F.F. ° a m o 8'-0" A.F.F. V aulte Ceding 'n ~LLinIRV Flat Ceiling 1hM GRE R O o001, _ ' � I I ON ° D Rod 8 helf I 4" I H.B. I` Vanity to e 9 i I N 34 y.2 hig I w C14 � r I C L O E I A.F.F. � D P o 2" x 6" knee -wall 8'-0" to 9'-e" Q below counter top IRVI Vaulted Ceiling rr r I DINING 1s, - - - -� ROOM 8 Rod 8 all he F: I C Q OcAeINE it I O 4 W `� I vanity to be T H \< O ,4 o I 34 Y2"high I O hl„Wall 11' 9 %," -o 3/4" iv f ® Hi KITCHEN 3'-a" 1 0 T 4- Veni thro Dryer h wall t - - I-I/2" N - - -flan l -O" e'A.F.F. Over g �y - Flat Ceiling o 0 10'-51, 4'-1" •q Upper cabinets to D Ref. 3'-O"4" cNv 2" filler ext nd over N B •! BATH � 2 Rgqwwrt�dNVy� - O I ening R"ar-V+nt 8 Shelf O O o ® -Rod -i R-II Batts Ineleeian W.H. `a N _ E - - - O A/C 4"4 steel Ballard 1 `r #1 See detail op Shis_sbste �„ $ I I O m I 22' x 54" � �S > N Provide autoLoi Attie Aeeeu O -,with closer L light- J - 22" �_ a'-O" A.F.F. N7i IkJ Flat Ceiling �Q 150 Amp s 4" _om u'-6° non - on Meter Panel m �� a in SECOND m` a /� E BEDROOM n EGRrN G�4R,4GE EssY O'-4" A.F.F. O ° MT I I Flat Ceiling r l] c11 O y D D o.. D (]3 O q r - - - - - - - - - - - - - - - - - EGRESS FE Block wall in ° garage to be 1 = r C010 struck block D 1 ° O O - C CvER 1D I 12" x 12" concrete column block filled � ®RC with can rate and (2) bars vert. tie 1 0 into lintels ibove ;n I 1 ® 1 0 D 3 � - 9'-0" 3'-5" 2'-8" 2'-8" 4'-2" 5'_4" 15'-101, 5'-4" 3'-4" 9'-6" Install windows thru buck into block with 3/10 tap -con with 1 1/2" penetration at 6" 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 of wall Buck to be I' x 4' PT Attach buck to block wall with 1/4" die. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall -\ / \ I'x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT �_#e wood screws thru jamb into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and Detail at W I n d oW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIA, FA Anne Building Corp. Date Drawn : Revisions : Sheet Comm 4 Architects - Planners GARAGE 3-30-20 411 S.E. Coconut Avenue LEFT Drawn by: 2 O - � S Tel : (112) 281-8258 The Grand Carlton 6143 MAR C.G.U. 2. Fax : (112) 281-8283 PACIFICO CODE COMPLIANCE E-mail;bradenala9comcast.net Spanish Lakes Checked by: ""r' LUCIE COUNTY r St. Lucie County Florida D.R.B. OF 5 r—I ----- I 7<UQ., I UICt-�L IN _/ I T__ �__?: 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/ b 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/ 6X4 I0/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. `• 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 FCLAD/470N FLAN B. 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30l STEEL, II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel Shall be grade 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Fill cell with concrete and t (t U Thicken edge to 8"x8" 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 soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at each filled a (U #5 bar ver . ypica . Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR 48" unless otherwise noted one #5 bar continuous CxC' #10/10 WWM on 10 mil Visqueen over Wood see foundation plan notes for clean compacted termite treated fill Base spacing at openings GRAD 4" concrete slab with fibermesh OR '' `` ':` Vx6" #10/10 WWM on 6 mil Visqueen over .• m / clean compacted termite treated fill in Grade aD6. _— V III IIIIEMIIP1I ICE III1= _IIII -1 I I—ICI—IIII IIII IIII— 14"w x 18"d Concrete footing I I-1 I I II I I IIII—IIII- with (2) #5 bars cunt. and #5 transverse bars at 48" o.c. TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont_ Step per foundation plan DETAIL AT 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintals above Top of rooter 16" below finished floor #5 bars cont. bottom steel -> I GARAGE STEPDOWN SCALE 1/2" = 1'-0" SIN= Contractor to provide proper foundation chairs for proper steel installation PORCH SLAB EDGE DETAIL 30 min. SCALE 1/2" #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell n t s #5 bar Cont. in curb Fill cell with concrete and 11 (1) #5 bar vart. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing To Tie Beam Wood Curb height 48" unless otherwise noted Vert% based on Base see foundation plan notes for Cone. Fill To Be 3000 PSI foundation plan spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over :r clean compacted termite treated fill Grade ' IIII-11 III-IIII=IIII_„II�1= Sin le Filled Cell Column 11�Ii11—tin C11111 nnll�Iliil IIII�Ii�I�I `� NTS I-1 I I I—� • . 71rn W1, 30"x30"AC concrete I —column footing with (4) III #5 bars each way 30 rl OLUMN FOOTING DETAIL SCALE 1/2" = I'- —I 14"w x 18"d Concrete footing II with (2) #5 bars cont. and #5 transverse bars at 48" o.c. SCALE 1/2" = 1'-0" 0 2" x 6" PT wood secured with 1/2"dia. x ' expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood C iamb per manufacturer's product approval Garaqe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT 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 0 �r c+l (V 0 N e . I'_-y PATIO/SLAB ° — — — — — —1 I — — — T -- ° -- —° r------Fi ---- io fi8 Filled cell under 1 Fi girder above 24" Rear Patio/Slab r 1 J to be poured separate 0 r from the house slab. -0 F 1 ° rn I Thicken footing to 24% x 14"d x 24"L PI under filled cell 1 'a — under girder bearing. LQ ° Q — - — ° ° �E) — — — — --O Rear Patio/Slab to be flush with bottom of sliding door recess. 1 r_ Slope 1/2" I 1;- I I i'o I FI 1 D I 4" concrete slab with fiber esh OR b"x6" 410/10 WWM on 6 mil V squeen over clean compacted termite treated fill I FI ZI I —i V of - I o D � I I FI I 0 D D ---L — 1 (d w.H. I #I I 4"0 Steel Ballard— d filled w/ Concrete 0 FS a > I I O IFQIIa � I �► a I I Ea_� I I I Et! II E t a 1 A L _ �a CIDC4J as cy 00 °' a o ° i O `U OE I faI U I I I I FI I I I 1: II x I ° IL �I - J F5 1 r F4 IL— -----------�0 1.5" Recess for 00 ° ' — ° ° ——— — — — — — — ° ° - ° arage Uoor JQ Extend curb steel into footingbar vfilled cell at et curb trranan sittion to end of "Z" bar #5 bar cant in concrete curb I Ln I F21" L----------------------- m 24" OD Li ro #5 "Z" bar at each2" Cont. bottom steel cant steel bar. — see foundation plan STEPPED FOOTING DETAIL Braden It Braden AIA, FA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia0comcast.net Stuart_ FL 3499L UAAC000032 SCALE 1/2" = 1'-0" Wanne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above N-n noav m 5 o a FOOTiNGrt SCHEDULE Mark size Description FI 14"W x 18"1) MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 17111 X 12"D MONOLITHIC FOOTING WiTH (2) #5 BARS CONTINUOUS Q 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 811D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'0" Date Drawn Revisions GARAGE 3-30-20 LEFT Drawn bg: 6143 MAR C.C.U. PACIFICO Checked bg: D.R.B. Sheet Comm # REVIEWEDR ,; t 2 ®- s S CODE COMP1JftW ST. LUCIE COUNTY 3- B IROCC OF 5 i R00F SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI(gwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 4" 8d ring shank 45 psf Zone 2 4" 6" 111 ring shank psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 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 Concrete / Lintel Column Verify with Plan 12 "x 12" lumn Block v#1 Rebar Rebar 1.48 Bar Dia. Min. Overlap to Lintel Attachm&nt NTS Provide #5 bars with min. 48 bar Provide #5 bar set in pro -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel into continuous beam block steel the opening calls for it. Provide Cast -Crete aU8-OB/01 precast lintel set in mortar - Min. 8" Bearing f= zi..'j Provide PT Buck attached per jamb stails into filled CI 4" Pre -cast Sill Filled Cell r #5 bars with min. 48 bar rs overlap in filled call. Tie oil steel into continuous steel. Concrete Footing ��'.1. a ;•:!*,� (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: 1/2" = I' SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" c.c. 'v Install Simpson MGT into wail using r+ 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into truss R-II batts TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 9 .4 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" c.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c_ max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin 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 LINTEL SCHEDULE Mark Window or Do Unit WI Lintel Size Cast -Crete Specification Rows of "H' Block Above " " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-L" BPS-OBAT I #5 9069 1369 1024 L31 2'-L" 2'-8` 3'-1' 4'-O" BF8-OBAT 1 #5 2561 1363 163 L45 4'-5' 5'-10' 8F8-OBAT I #5 1105 loci 339 L50 5'-O" L'-6" are-OBAT 1 #5 1238 835 121 LLO L'-8' T-L" 8F8-OB/IT 1 #5 1011 121 534 L80 8'-O" 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 612 L40 9'-0" 10'-4" 8P8-IB/2T I #5 2 #5 L43 530 401 L9015 9'-O` 10'-4` 01=I4-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 lo'-O" ll'-48 ere-IS/2T 1 85 2 #5 582 494 452 LIOOB 10'-0" II'-4" BPIL-IS/2T ONE 1 #5 1 2 1 #5 1 13LL 1028 452 LI20 12'-O` 13'-4. BPS-IB/2T I 95 2 85 411 428 324 1.120E 12'-O" 13'-4" BPIL-I5/2T ONE 1 85 2 #5 1015 110 324 LI40 14'-O` IS'-4" BPI6-IB/2T ONE 1 #5 2 409 259 LILO IL'-O" IT-4" 8F8-IB/2T 1 #5 2 t8gij1250 Soo 192 194 BPIL-IS/2T ONE I #5 2 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 5impson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. Ie101bs. uplift Aluminum Drip" Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent viagl soffit installed usingg 1/8' dia shank x 1.5' long gaiv. roaring nails with 3/8' dia. head per product approval - see chart sheet #1 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 #5 bar continuous BEYOND Top of factor IL" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter Flash Nail ledger to gable end truss with (2) IOd " �ils at each web " hi -rib lath vertical wood a to provide :ration Into 3/4' penetration members 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 flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan T Trusses at 24" o.c. see shop drawings by others Frame ceiling transition's as needed using metal studs field veriF9 exact configuration and sizes Brace Gable end with 2" x 4' SYP 42 art back riailed to bottom Of top chords using (2) IOd nails at each truss R-30 Batts 1 batts Drywall ceiling see typical section nts PRE-ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL ( shop drawings bg manufacturer ) N a � X s O �v1 N a a 2� a ei ti O tn°`r00 CV u IN Q s` w Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom — or top chords using (2) IOd nails at each truss yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drggwall over I" x furring strips of IL" o.c. with R4.1 f_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 R601.1 and Mortar �ointa shall coinply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc.,.) Z 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 either wet nails into set or in epoxy with truss. Add blocking to ( 24" o.c.) supporting Max. pp truss leg per detail on this sheet% HETA 20 1810 lbs. uplift FUN 511111111111111 IS MOVE E WROWMA "MAIN AF14 NZA u ww'AMEN 'Em ig PAP FA HIM INS MILLIZ Alwil NMI PA IFe . ilk FIII cell with concrete and O O L % (1) #5 bar Vert. (typicaU.RN f� HETA 20 O W N N X r OUU7 N i'a o a a a to w ti ,a 1O 0LL E 00 r _ u n r Max. spacing shall not exceed 48"' unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete Blab with esh mil Visqueen over L"x6" #10/10 WWM on L mil Vien — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE FtttjIjI- 14 Ical Section at Front F orc 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 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE AL TRUSSES ARE TO BE SET AT 2'-0h ON CENTER EXGFPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span'ior less Al 30' to 60' Span o degrees Spree er Bar or less f_— �2 —10 r hag F— 1 Apo ox 2/3 to --se log Line span approx. Is 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crone used. not moron. This is an exomple, truss may not match. Truss Is an example, your truss mcy Insist crane operator sets truss this way. ,s'st crane operator sets tress this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL AIR ".4iriL7I_F�FR 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 Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsmustbeas tabs o schedule in engineeringe nails. package. Carried Truss 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 - r upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 12 2.00 8� M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A i A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 231 IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1-. Trusses will be made In strict accordance with this truss placement diagram layout, which Is the sole authority for determiningsuccessful fabrication of the trusses, 2. All dimensions In this layout have been verified by the undersigned. 3. Unless wrltten notice a provided by car ed mail to Chambers Truse withln ten (10) days of delivery the undersigned agrees that no Dackoharges will be allowed. In the event such written notice Is furnished Chambers Trues shall have three (3) bug`ness days in which 10 begin repairs required, or to substitute othetbusses, at Chambers opton,' 4. The undersigned acknowledges maselpt of "BCSI 1-03" summary sheet by Tot & WrCA. 5. Dellvery b to Job site, It Is the buyer's' responsibility to make the Job sits suitable for delivery. Chambom Truss has the sole authority to determine the suitablllty of the Job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional dellverr expenses If Chambers Trues has to redeliver because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing mats due to she condtions. e. Pride as shown Iq paregimph 7 below Is subject to change If any changes are, made In this. layout A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This Is a PURCHASE ORDER to Chambers, Trues of the sum agreed to, or If no. agreement a reasonable price, Invoice will be made on delivery and paid within terms of net 'on delivery. Involve may. be made at scheduled date of. delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.Tryss reasonable artome)'s fee for collections In event of payment not timely made. 1.12 % per month service charge will be added for all sums not paid within terms. S. Signature or Initals anywhere on this sheet constitutes agreement to all tens herein. 9,In consideration of Chambers Truss extending credt for this material the undersigned uncondNor lly guarentees payment when due of any and all Indebtedness owed to 'Chambers Truss by any entity receiving materiel and the undersigned agrees to pay such Indebtedness Including attorneys fees, it default In payment for material be made by the reclplent 1. 10. In the event of any Iltgatlon concerning this agreement, the items furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint !Adis County, Florida. 11. Design responslbli les are per "National Standard And Recommended Guidelines On Rasponsibllltes For Construction Using Metal Plate Connected Wood Trusses ANSUTPVWTCA 4 -2002- DATED SIGNED FOR TrTLE Aspreaderbar May beMgL#edper"BC I-W`toPirelli Irytay&damage, Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the r4sponstblllty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trussesmustbesetandbraced pBrdwlgntDpreventhiL Erdamiage. Trusses must be set plumb and Square Do notset bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC e_ 3105 Oleander Avenue Fort Pleri Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 .•e-� m.,,. rua■.eeocTt7l rRS rom The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from vity and uplift loads and ►IEWED FOR their, sp �tive location COMPLIANCE roved By Date: J{CIE((C((��OUNTY �� " OCC92 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 MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. `I Top Chord Live 20 Top Chord Dead 7 4.2 I oBottom Chord Live 10 Non -Concurrent N - Bottom Chord Dead 10 3 TOTAL Load 37 7.2 r ( Duration Factor 1.25 c Wind Speed 165mph � Top Chord C.B. Sheeting by builder. N Bottom Chord C.B. Sheeting by builder. �J Highest Mean Height 14'-0" `r-, Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W Cn Q GARAGE RIGHT � 13 TRUSS DRAWINGS ARE ATTACHED 70 LAYOUT r�.y.L.—Re5uaa11t� Ueau Luau %,.t5.=Gon➢nuous bri Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. 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 M 11323 7l Z3/ �7&3 ► 6( `2,u rre.0