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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 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 Ib Felt underlayment installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 6" smooth 24' ``' S/g' thick II lit textured finished stucco bands g a° stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails space 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ec to trusses using attachment detail on this sheet 12 SLOPE -4 v_ ——————--——————————--—————————— LEFT L'��4Tio I IU1L_____J--a 4� L 5/8" thick light textured stucco on typical concrete block construction f� 1 SCALE: 1/4" = 1'-0" Y A T o j�Y -ELE\/ TION MOTES: - Overhangs at 1'-0" unless otherwise noted on Roof Plan SCALE: 1/4" = 1'-0" — Roof pitch a t 4 :12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" ASTM D A n Changes to t h I S p l a n shall be submitted to the architect wood screws with self (type 2) 30 lb felt sealing washer at 12" o.c. max spacing over underlayment installed with min. 4 side laps and b" end Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x� 5" for approval in writing to starting construction. s t r u e t I on . laps fastened with corrosion Spaced 6 O.C. at all resistant tin caps and with 1.25" ring shank laps and two staggered rows 12" o.c. in field. Attach nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D deck to trusses using attachment detail on this sheet it 2) 30 lb felt underlayment installed with min. 4 aide laps and 6" end — Return A !. L Stucco; Bands Into Window or Door 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 detail deck to trusses using attachment on this sheet 12 SLOPE 4 12 SLOfi'E 4 l :_ � 0 El . a: �,. 5/8 thick x 6 smooth finished stucco bands. 5/8" thick x 6" smooth -� finished stucco bands 1W =1E tonk, light textured Return Stucco banding — — — — -----.Oeo --00" ----------------------------------- tub" typical concrete back to front door wall block Construction as shown thick light textured stucco on typical concrete F R O N T I E V A T (O N block construction Y RIGHT ELE\/�471CN SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors Windows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer class Attachment method ��Egg PST tion Date Design Pressure of Approved Tests PP 1.2.3 t4 FLU 23358.2 Sin le Hun 9 9 SH 4100 Impact CGI 5/16" 1/4" die. pow/ min. 1 ct approval. spied perr product min. edge distances appalled 3/4" penetration to be Contractor shall adhere to in Product approval + 55.0/-65.0 psf — A i&-0330.02 Overhead Garage Door Model 824/811 9'-4" max, width IL'-o" max hnght DAB yp x uo to CorcrI With 1 • C Mt Uha516� e�oeewii �r" 1'µdkp.�d,taae tapte, ire�k"t °b k" m sou . i sir run tnreadaep eCr.b m .pot t eeket maercmn"q R of 1.9- edp. aetanoa - GC to rtrxtip adhne to product epprovel I M roller to 10-9-21 +50.0/-60.0 psf $ FLU 14414.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max From corners and 1�.5" o.c. max. thereafter in head and jambs. + 50.0 PSF _ C FLU 219018.2 Sliding Glass g Door Series 4130A SGD CGI I" nos Tgptl GSA" 1/4" die. tapcons w/ min. 1 3/8" penetration to be spaced per: product approval. Contractor shall adhere to win. 2 1/2 edge distances specified in Product approval + 55.0/-65.0 psf — Product NOA/FL NUMBER Model # Manufacturer Attachment Method IE Ezspu"ation Date Design Pressure of Approved Tests Mullions 18-0129.08 1" x 3" x 1/8"t CGI Install using (4) 1/4" tapcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + 40.0 PSF ROOF FLU II651.12 5V Crimp Metal Roofing g Gulf Coast Supply and manufacturing 26 go. Sy crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at @" o.c. max spacing over ASTM D (type 2) SO lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails spaced 4" o.c. at all lops end two staggered rows 12" o.c. in field. Attach eck to trusse► using attachment detail on roof plan — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss( Install soffit to battens using +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by rriy seal below. ( Architect or Engineer of Record ) 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 16" o.c. base -board _____"" 2 x 4' P.T.bottom plate 1 4" concrete slab with Fibermesh OR Vxb" #10/10 WWM on 6 mii Visqueen over clean compacted termite treated fill nterior Non —Bearing Partition nt5 Braden it Braden AIA. PA Wine Bullding Corp. Architects — Planners 411 S.E. Coconut Avenue The C ®t t a Tel : (712) 281-8258 .� Fax : (112) 28�'1-8283 Spanish Lakes W) E—mail: bradenaia comcast.net St. Lume County Florida Stuart FL 349% UAAC000032 SCALE: 1/4" = 1'-0" RECEIVED MAR , g rgpp Permitting pppae St Lucie County /8" thick x 6" smooth finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building .Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: I'- " Roof Pitch: 4:12 OH!�I'ITCN Internal Pressure Coefficient: t0-I8 Subjectability to damage From: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.12L ASD design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+0.6WL: O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.04 pet Roof Zone: 3. +20.6/-84.0 psf Components E Cladding Wall End Zone Width: 3'-4" Components 4 Cladding Wind Pressure (NET) Wail Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 pef Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS ®= Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LiVE LOAD: —1-5— pef FLOOR DEAD LOAD: 10 sf JOB ADDRESS: Date Drawn Revisions G1-10-20 GARAGE RIGHT Drawn by: C.C.U. Checked by: D.R.B. I 1&`��Sheet Comm # E EDFOR I�-221 CODE COMPLIANCE . ST. L CIE COU T BOCC 3 Z of 5 rFLOo I \ FL,4 I Y TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to 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 of trusses with screws per FBC R702.3.5. 7. 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 handicap accessibility requirements. 12. Lowest finished floor to be set by 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 14. Wail 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 6" P.T. Buck nailed 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 attachment with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C34, C19, C415, C514, C630, C931 C13% be L C`i6O, C1002, C104-1,C117i, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max spacing of fasteners Nail sizing dons for g op on of drywall Into installation Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 11/4" long annular -ringed or 5d cooler nail 2 OR Walls Either 16" g, 16 0.080" dia. xx 1 5/8" long with Direction IS/64" head OR Gypsum board nail 0.084" dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" dia�Rter x 13/8" long annular -ringed or bd cooler nail j OR dia. xx 1 1/8" long with " Walls Either 16" g' 1(,,0.092" Direction 1/4head OR Gypsum board nail 0.0915" die. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/1C tap -con with'- 1 I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" 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 arc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.(., 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 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 accompanyin smoke E 84. developed index not to exceed 450 when tested In accordance withh 4457M Insulation shall comply with F.B.C. R316- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 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 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps end two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lOd x 1 1/2" nails 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 F- at 24"o.c. TYPICAL 18101be. uplift (shop drawings by manufacturer) - r Aluminum Dnp --�'�� R-30 blown fiberglass Edge 4 Fascia in bottom chord of trusses drywall with textured finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete end (1) tt5 bar cont. in each row. Substitute Kaycan Pull o vent vinyl soffit installed Crecast lintel filled with concrete and (1) 45 bar Cont. for bottom row over openings using 1/8" dia shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval - see chart sheet al - 1/2" drywall over I" x furring ?,-foil strips at 14" o.c. with R4.1 nsulation 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 CIDblock Mortar to be Type 'M" onlg proportioned per FBC R601.1 construction and Mortar Jonts *hall comply with FBC R601.2.1. Y tt5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) tt5 bar vert. (typical). Max. spacing shall not exceed r 48" unless otherwise noted Wood see foundation plan notes for _I Base spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Bottom Masonry Beam Sliding Door At Masonry Wall AREA CALCULATIONS Living A/C = 1,30L sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq, ft. Garage = 303 sq. ft, Total Under Roof= 1150 sq, ft. Total Cubic Ft = 2• AAV R 2" L KTICHEN To septic 7" VTR 2" I J MASTER 2 BATH 3„ we-i 3" 7" VR ���yyry T 4 BT-1 1 3" 2" I 3" _ FLAUNDRY x PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall 7 i v2° - Typical Flooring tt- Sill Install SGD thru buck into block with 3/14" tap -con with D t a l l 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb NTS Window Schedule Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-SA"x 4'-2 54i8"x 50%" Single Hung ZONE q 2. V-2%"x 5'-3'/a' 15" x 63 %;' Single Hung ZONE 4 3. 2'-2%" x V-2 �a' 21%"x 38 i"" Single Hung ZONE 4 4. 1 V-1 %ak 4'-2 %" 38/a"x SOV 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 by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 10'-0" X 1'-0" 120" x 84" Overhead Garage Door ZONE 5 B 3'-0' X V-8" 41 i;k 83%" Fiber lass Panel - Inswing ZONE 4 C 6'-O" X 6'-B" 14" x BI/;' d K;;`°" Sliding Glau Door ZONE 4 D 2'-8" X 6'-8" Solid Core - Wood - 6-Panel-BrFold Finished 32" x 81 %" E 2'-8" X it Solid Core - Wood - 6-Panel F 2'-8" x V-8" x 1 %;' solid Core - Wood - 6-Panel - Pocket G 2'-B" x V-8" x 1 %,° Solid Core Wood. Steel, or Masonite Door (20 min rated) H 5'-0" X Ill Solid Core - Wood - Pocket J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - BI-FOLD K X-8" X V-8" Solid Core - Wood - 6-Panel L X-O" X ill Solid Core Wood. Steel, or Masonite Door (20 min rated) M 2'-0" X V-B" I Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-8" I Solid Core - Wood - 6-Panel 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 41 All rough Opening dimensions to be verified by contractor with manufacturers specs prior to construction C I C it 35' -O" 9'-10" 6'-I" 12'-1" 7'-O" 4'-9" 0 0 h, o 00 00 00 0 0'-l0 12'-8" 0 o COVERED I _- PO CH DEN MASTER 0 BEDROOM O - _v ,,om �aw,' LL -ODD O iJF 0 ® 0 I I 0 N o I 8'-2"Nr I J _ 0 GREA-t ROOM 0 0 CLOSET E b vinyl N x x I � A T 00 3Q, B O O O SH w R8 I PWD DINING ROOM v O I Tankless w H cil 77I/C I G mounted above � m 98"a.F.f O I 24" x 36"1 - - - - - - 11" 14ttic Access :F V U V ��° with light J : _--_--_--- -- I50 Amp Meter ~ vN 0l1 vinyl P ne1 �• I a8 STACKIL ° ° IIDV r 7AND WASHER w I .DRYER GARAGE ry I u y ° 1�UNORY CN © _O F � KITCHEN _ B il k OQ _ I 1ENT OO LEDIL Y A/CSTORAGELd O0 0 0 00 L 00 0 0 5'--ISx, - 5'-1s/c" 2' 4s/e 2'- -4 Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 4" - ^ max. from each corner and 't o.c. max thereafter at ambs and 20" o.c. may Exterior face at head and mot✓ per product approval ALL WINDOWS of wall Buck to be I" x 4" PT TO HAVE Varies DRYWALL SILLS Nil `_I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT Windows I' block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l a t W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS 6'-4%` Exterior face Attach buck to block wall with 1/4" dia. Elco comic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = 1'-0" 2 3 4 5 r' 7 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. 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 WELDED WIRE MESH REINFORCING ON 4 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. 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 FOUND;4T1CN FL/4N 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET Ul EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, Ili 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 I5. 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. 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.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upto 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" 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 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 SpeciflcatlonS. 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. SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfllling 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 by 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. #5 bar vert. w/ 30" overlap SEE TYPICAL Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR filled ECTIONS one 45 bar continuous 6"xb" 410/10 WWM on 10 mil Visqueen over at each cell clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE b"xG" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade — II III = IIIIII—Jill— f7,TI = PORCH SLAB EDGE DETAIL l l I- 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = 1'-O" 14" tt5 bar vert. w/ �t---- TYPICAL FOOTING DETAIL i 30" overlap r SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fell slope. 6"xc* 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill tt5 bar Cont. tt5 bar in curb Step per o foundation plan Grade CVI of —E 0 (2) tt5 bars cont. bottom steel 14"w x 14"d concrete monolithic 0" —I footing with (2) tt5 bars cant. 12" q° F 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) a1 bars vert. tied into lintel. above Verify house slab height in field Top of footer r� 14" below finished floor 30 x30 xlb concrete 2" x 6" PT wood secured with column footing with (4) 3/8"dia. x 6" anchor bolt at 18" O.C. -1 - #5 bars each way overhead door track secured to wood jamb per manufacturer's product approval ?ol' Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS �j— �j� COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT — SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O � Single Filled Cell Column NTS Filled Cell Masonry Column With One tt5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS c c u 12' 8'-10" 25'-2„ O - ---y _ _ ----------- ---- — - J0 r— T I FI Rear Patio/Slab I I to be poured separate EJ from the house slab. I I O I Idull OD ate_ q FI I � LL Or — — — — — — -0 I O I FI Rear Patio/Slab to be flush with bottom of I sliding door recess. Slope 1/2" I of i I 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 4 mil Visqueen over o clean compacted termite treated fill 0 I i I VO _ i I IN 08 R e I Q. ' I e _, I FI I tsfl O i i Tankless WH I I A#C Of mounted above m 48" a.F.f_ I I I I I OD Amp Meter vN I E 0 q) anel STACKI DW r — SAND /CRYER A, u I E I Abovel o O I L- J I I NojCL 41 o t o f--- --- °per I I IDW Ioa ooI oIFI O FI J x IO I I L -- -- — —— o �_oo o- - - o 00 oc O o0 1.5" Recess for OD v Garage oor 6'-4 %B" 0'-O" 2'-8" II'-23/8" FOOTING SCHEDULE n DowLion 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS kSim 12"W X 12"D MONOLITHIC FOOTING WITH (2) tt5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) tt5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W x 14"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" ROOF SHEETING ATTACHI'IENT 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 wood 4. Use nails or screws based on pressure for roo� stated in permit info box on these plans for zone 3 Kegl Area Ede Field Fastener Max. Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf Zone 3 Sd ring shank 84 psf ** Zone 3a 148 wood screw 112.5 psf ** Use nails or screws based on pres$ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lintel 48 Bar Dia. Min. Overlap Provide tt5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel t1 Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete 8U8-OB/OT precast r� _ lintel set in mortar Min. 8" Bearing � -1 _ - - -� - - R-II b, Provide PT Buck Poured Filled Cell 11. I attached per jamb I -}.I details into Filled cell f- } t I I I I 4" Pre -cast r1 Shc \ } i ! �✓ I Provide #5 bars with min. 48 bar iameters overlap in filled cell. Tie It filled cell steel into continuous I} i � i 1 i Tooter steel. -�" Concrete Footing (see Tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" 12"x 12" ' Column Block \ -�"#-1 Rebar /4 ttachment SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truss with IOd x I.5 nails at 4' o.c. Install Simpson MGT into stall using 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING,, DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured at Fcco inat iled per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 4" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 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 (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 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 D Urnt WidthSize Lintel Cast -Crete 5 eafication Rome of 'H' Block A�Ve Bottoe Steel 8r� Top Stael 8� Max Gravetu Load (PLl Max. Upkft Load fPLF) Msx. Lateral Load (PLF) L22 2'-2' 3'-L' 8F8-05/IT 1 86 30441 1669 1024 L31 2'-V 2'-e• 4'-0" 8F8-OB/IT 1 86 2541 1363 113 L45 4'-6' 5'-10" 8P8-OSAT I 86 1105 904 334 LBO 5'-0' V-L' 8148-05/IT 1 85 1238 836 121 LLO V-8' T-L' 8F8-015AT 1 85 1011 121 534 L80 W-O• 9'-4' 8P8-I5/2T 1 85 2 86 162 591 512 L90 T-0' 10'-L• 8P8-I115/2T 1 86 2 85 1,43 530 1 401 L908 T-O" 10'-4' BPI6-I5/2T ONE 1 85 2 85 1533 I183 401 LI00 10'-O' II'-4' 8P8-I5/2T 1 a6 2 86 582 494 452 LIOOS 10'-0" ll'-4' BPI6-I5/2T ONE 1 86 2 86 1366 1028 462 L120 12'-0' 13'-4' 8P8-115/2'r 1 85 2 86 411 428 324 L1208 12'-0' 1 13'-4' BFI6-I15/2T ONE 1 85 2 86 1019 110 324 L140 14'-0' 1 BPI6-I5/2T ONE I 85 2 86 1210 11.04 259 LILO IL'-O' IT-4' 811 I 1 86 1 2 861 300 1-42 1 194 LILOB I4'-0' IT-4' I 8116I6-I15/2T ONE I 1 86 1 2 85 1 960 600 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 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 hurricane anchor at each truss with (10) IOd x 1 1/2" nail& — ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge I Fascia 12" 2" x L" Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 1.5" long gaiv. roofing nails with 3/8' dia. head per product approval - see chart sheet al 12' x 12' concrete column block filled with concrete and (2) a1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and 1 one tt5 bar continuous BEYOND 12 41 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd molls at each web ""\, 1/2" thick stucco on 3/8' hi —rib lath attached to horitontal and vertical wood framing with nails or staples to provide no less than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members 5/8' thick light textured stucco on typical concrete block construction Varies - see plan Trusses at 24" o.c. re shop drawings by others ceding transition LG— ,ded using metal studs ,eriFg exact configuration :es R-30 Batts -11 batts Drywall ceiling see typical section Ceiling transition Insulation Detail nts 45 bar vert. w/ OD 30" overlap at each filled cell Brace Gable end with 2" x 4" SYP a2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manuFacturer ) R-30 blown fiberglass in bottom chord of trusses -I/2' drywall with textured finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c" with R4.1 fi-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" onlyg proportioned pper FBC R601.1 and Mortar joints ahall comply with FBC R101.2.1. Fill cell with concrete and (U 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 41,x4" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill APL Tr,l_I -III IEEE:, 114" -!IIF3 Typical Section at Front Porch Scale : 1/2" = I'—O" 1O N Q F- 2 1O Q W HETA 20 HETA 20 ROOF �"L;4N eter — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT "4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — 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 PANEL "A" Piles I I 1 1 I20 BR 20 20 20 Load 12 ku I2 Its 1.5 his 1.6 kw We e a12 a12 a12 Description ICeaa Refrigerator _Clothes Washer Kitchen S.A.C. Kitchen S.A.C. I I 3 5 m circa 6 Description Range Wee a6 Load 12.0 kw OR 60 Piles Z 2 pr er a10 5.0 Ice 30 ail 8 I I 20 120 �� a12 1 sethroos Recepts a12 Dishwasher t 9 11 10 12 Air Conderwor a10 6.0 kw 30 2 1.2 kw I i20 1.2 kw all Microwave L-13 14 Ae Hard) al0 6.0 Ica 30 Z I I I 1 15 I4 15 15 ._C I 15 a14 General Lighting _ i. -G--o-nor-a-l- aN ' General -Lighting a14 General Lighting al4 General Lighting 15 14 _ i n IB WH e8 1.1. Its 40 2 19 20 ` -"- 21 22 48 1.4 Its 40 2 - I . IS - a14 General Lighting 23 24 - r -- Spars -Spare Spare _ _ 25 r- TI _ 29 26 2a 30 GDO Spare Spare s12 0.81 K 20 1 PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3 watts eq, ft.)..........I.............. Smaii.,A,pplie,nce. Clrcult(s),,, ,,,,,,,,, ,,,,,,,,, ,,,,,,,,, Range.. ......... Refrigerator.................................................. Microwave Dish .Washer .................................................. .Clothes Washer.... .............. ........................... Clothes Dryer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Water Heater Garage Door Opener.... ....................... 1604 3 4,821 2 1,500 3,000 1 12,000 12,000 1 1,200 1200 1 1,500 1,500 1 1,200 1.200 1 1,200 1200 1 5,000 5.000 1 15,200 IS 200 1 810 610 Total Watts 45,931 First 10000 Watts 9100% 1 10.000 10,000 Remainder 35,931 540% Electric Heat or A/C 10,000 945% 1 O 14.348 1 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required =ISO Amps Electrical mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Egeball Recessed Fa Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light "o Special Receptacle ♦ Wail Mounted Light aterpr group aucircuit int® Light with Pull Chain (attic) Floor Duplex Outlet © Computer Connection Jack Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling ran ® Television Jack ® Telephone Jack A � c A/C Disconnect t� I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O as THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) 41 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can A/C disc. 150 AMP MCB PANEL Intersystem bonding 2" PVC ( FPL}-� Termination pant schedule 80 2' rigid service FPL GEC (2 to )aS'*pe� a vWira cJ'" ansred ground rods ELECTRICAL RISER #2/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit sleeve - into attic 200a rated meter can 2" PVC l FPL schedule 80 2' rigid service FPL A/C disc. ISO AMP MCB PANEL banding pant to (e2)a8' -W&I'venzied ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall use AL-CU Landing lugs. NITS- Contractor shall torque lugs I.A W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 1. Use copper wire on] � from panel to devices 2. Provide and wire al required smoke t Carbon Monoxide detectors. 3. Contractor to veriry location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RMI602 9. A/C RefrigqA�virt lines that are run thru slabs must be sleeved in Y C 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed aystem shall be fullg operative. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 13, All work shall be coordinated with other trades to avoid Interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 16. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical ayatem shall be completely and eFfectivelg grounded as required by the latest edition or the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. MF.C�I/4NICAL LAYOUT SCALE: 1/4" = 1'-0" 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502on ton SkW A/C ul eter Wire For14 Front Post Light I COVERED PORCH wP 8� I I I I I I I GREA-' ROOM I DINING ROOM GFCI II- - - - DEN G SNiRY "� J GFC111 N I I rF GFCI Post Light with o Photo cell J � V a i3 I MASTER BEDROOM O CLOSET Wfarkless WH mounted above 48" a.f.f. 22e x 36eLPull chain t h A� m I fight attic - -' 150 Amp Panel r ANn �RYER Optional panel GARAGE Ali U location ` DRY Door GaragA--------- OpeneGFC7 r--- 1 GFCIII I I 1 I I I I I I I I I I 1 STORAGE r? 1 I ° 10 ELECTRICAL `vv i E 0 v� PLAN Install oulet under disc. ® ,6r<n-ot shown for 61Fci clarity °Exhaust Duc Thru Soffit A/C eter SCALE. 1/4" = I'-O" O I �r Attic Ventinq Calculations FBC 2309.1 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required Provide A Continuous Vented Soffit ,& =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING - TO DETERMINE IF MULTIPLE PLY, Z is DON'T LIFT TRU55t5 WITH SPANS LONGER THAN 30' BY THE PEAK. - CONSULT BCSI 30' Sp n or lessaf 3U to u Span Spre er Bar AS 60 degrees or less �� 1/2 span --a* >♦�pprox 2/3 to �♦ Tag line 1/2 of Span. Tog line approx. REFER TO BCSI Truss must be set this way if crane is used. REFER TO BCSI Truss must be set this way ff crane is used Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER 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. WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend ' ATTIC STORAGE �2/12 VAULT a � d° BEARING @ 8'- 1" e a Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers N METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. i .I PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'- 1" END DETAIL: TYPICAL 3-15 1 a -00-00 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT Y CORNOER JACKS _' ARE NOT BEVELED. f SEE STANDARD ENGINEERING. Ui 0 c OUO b N 24" O.C. THRU CORNER JACKS ONLY. 24 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 12 4 r- PLUMB CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'- 1" '""1 4 END DETAIL: TYPICAL J 2 :t3-15 12 0 � 1-00-DD REVIEWED FOR .;ODE COMPLIANCE Ta LUCIE COUNTY ROCC FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 1 3. Unless written notice is provided by certified mail to Chambers Truss witilin. ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fier 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI' summary sheet by TPI & WTCA. 5. Deliveryis to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6..Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour Be for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or If no agreement a reasonable price, nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned', agrees to pay Chambers Truss easonable attorneys fee for collections in event of payment not timely made. 1-1/2 °,h per month service charge will be dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the ecipient 10 In the event of any litigation concerning this agreement; the items furnished l hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended 'Guidelines On Responsibilities For onshuction Using Metal Plate Connected Wood Trusses ANSI/TPIwTCA 4 - 2002'j ' 12. Warranty is per Chambers Truss Warranty attached. DATED IGNED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & 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 arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must best plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 can er venue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772.465-2012 Fax 772-465-8711 Vero Beach 772.569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM Arcrillectvis or Architect's representative's all Shop drawing: approver is NOT:la "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 g vity. and uplift loans and .their r p ctive. locations Approved By: f Date:_ Braden & Braden A.I.A. P.A. 'LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 16045.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-Chhybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live "10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0' Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing 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: M11455 SCALE: 1 /4" = V-011 72 total trusses, 18 unique designs Designer: BLW Reviewed by: Date: 11 /08/19 FOR f Wynne Development 5 (P SahtSh DESCRIPTION: THE COTTAGE / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455