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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roding FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and Is 1.25" ring shank made e aced �L♦o.c. at all lapes and two stagagered rows 12' o.c. in field. Attach .L ♦.. ..,..�. ,..,.... ,.k�.�L..�.w l .... F1... .1.��t Y/o tnicV cu corai �'VVIYI 11111411�/V VVVVVV YYIIVV finished stucco bands RIGHT ELEVATION SCALE: V4' - I'-O' Gulf Coast Supply anMFG 5v Cnmp Metal roofing FL #IIL51.12 16 ga Sv crisp metal roofing attached to plywood deck using #9 x 1.5' wood screws oath self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt undartyment Installed with min. 4 aide laps and 6" an lope Paetened with corrosion resistant tin ceps and with 1.25" ring shank Wade cod G o.c. at all laps and two staggered rove 12 o.c. m field. Attach deck to truesea using attachment detail on this sheet 12 4 1 SLOPE, Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all Iapa and two stagggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet II - FILE COPY REca —6 c REVIEWED F R CODE COMPLIANCE ST. LUCIE COUNTY BOCC ()4 /8" thick x 8"w cut 7ral finished stucco bands V/ V YIIIVR VVV VVI NI 'LI+VVw Vfl 6{V1.iI40I L.VTI4I w6w finished stucco bands block construction ELEVATION NOTES: - Overhangs at 1'-0" unless otherwise noted on Roof - Roof pitch at 4:12 unless otherwise noted - Ang changes to this plan shall be submitted to the for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. m 5/8" thick x 8"w cut ■ 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction ------------------------------------------------------------- LEFT ELEVATION SCALE: 1/4' - 1'-0" 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate I �I/2" drgwall telling on trues bottom cord 1/2" drgwall on 2" x 4" studs at 14" o.c. REAR ELEVATION SCALE: 1/4' - 1'-0" Plan Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" architect 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trussas using attachment detail on this sheet 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 V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE 5/8' thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: V4" - r-O' 12„ 5/8" thick x 8"w cut coral finished stucco bands Finrsh 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 Budding Code Residential: loth Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Category. II Wind Velocitg: 165 mph ultimate Mean Roof Height. II'-i2a Roof Pitch: 4.12 Internal Pressure Coefficient. t0.18_ Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavu Width of Root End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.126 Adjustment factor for Exposure Height: ASD+6*msn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+OAWL. OADL LIDL Components t Claddwg Wind Pressure (NET) Roof Zone: 1. +20.6/- p 2.6 p Root Lone: 2. +20.6/- 1.0 Rod Zone: S. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3,-4, Rod Zane I Components t Cladding Wind Pressure (NET) Wall Zone•. 4. +35.8/-38.1 psf C3 Well. Zone 4 Wall Zone: S. +35.8/-41.8 pet Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pef Shear Walls Considered for Structure? yes ®= Roof Zane 2 Continuous Load Path Provided? � Walt Zone 5 Are Components an Cladding Details Provided? Yes END ZONE base -board 2" x 4" P.T. bottom plate Minimum Sal Bearing Pr~e.2,5OOpm. Presumptive: X 15Test: psi 8EE RODUCT APR VAL F RIM ACT P O OmqECTION F R O MIN S - Caner Zaaa Rod Zane \ 4" concrete dab with fibermesh OR Vxb" #10/10 WWM on 6 ail Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: -IF— pat FLOOR DEAD LOAD: 10 paf JOB ADDRESS: � co FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor to verif ALL notes and dimensions prior to y p high by 4" diameter steel steel crash post. Floor proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ppansion bolts Into slaexb (3/8"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 41, 4. No dissimilar metals to touch. 2i5" 2'/+" 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 m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall be leveled and attached to bottom chord �° 2y;' 4" at ceilings shall of trusses with screws per FBC R102.3.5. ° ° 21/2" 1. ALL wood in contact with concrete shall be pressure treated. 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 L surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H• = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant i' x L" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case har< materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gwepsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be C9b0, C1002, C1041,C1111, C1118, C1218, or and shall installed according to the following: (FBC R102.3.5) Dr wall Thlekneas Location Orientation Framing Member Max acin of fasteners inst sung options for installation of drgcell into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceding Perpendicular 24' In 12N 13ga 1 3/e" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either IL" 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. Coding Perpendicular 24N IN 12N 13ga 15/80with h 19/64 head 0.098" diam0eter x 1 3/8" long annular -ringed or Ld coder nail OR Walls Either IL" 8 Y IL° 0.092" dia. x 17/B" long oath Direction I/4' head OR Ggpsum board nail 0.0915' dia. x I l/8" with 19/44" 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 20.' o.c. max thereafter at head per product approval Y Use /IL tap -con with h 1 1/2' penetration at V o.c. max. from each corner and 20" o.c, max thereafter at sill per product arc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall compig with F.B.C. R316. Gulf Coast Supply and MPG 5V Crimp Metal roofing FL #11651.12 21 gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 0 end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps end two staggerad 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 trues 12 with (10) IOd x 11/2' nails PRE• -ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 Ie101ba at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip -D R-30 blown fiberglass Edge t Fascia in bottom chord or trusses /2' drywall with smooth Irish 2" x L" Sub-Faacla Two rows of beam block filled with concrete and (1) #5 bar con%, in each row. Substitute Kagcar full o vent vlal soffit installed precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings u" 1/6' dm shank x 1S" lap gamy. roolup nals With 3/e" dis, head per product approval - see chart "Mil #1 1/2" dr wall over In x furring stripa at IL" o.c. with R4.1 i-foil insulation on typical 8' Block walls 5/8" thick light textured =_ All drywall to he installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertairang ASTM codes. "M" block construction Mortar to be Type onig proportwned per FBC RLOl.I and Mortar Jonts shall compiy with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell With concrete and at each filled cell (1) #5 bar Vert. (typical). ax. spacing shall not exceed Wood 48' unless otherwise noted f dat Is notes for Grade TYPICAL SEC Baas see own ion p n spacing at openings 4' concrete slab with fibermesh OR L"x(p" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill IIIIIIIIIIIII - I" N a footing 14 x I4 Concrete g with (2) #5 bars cost. and #5 T(O transverse bars at 48' o.c. Scale : 1/2" = 1'-0" to Masonry Beam nails AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = S21 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR AL I I I 21" VTR J Masterr�� Bath I 1�; . I I �• tsv. I I 4" I 2' YTR JL I I 2• 3. ) I Wier. I Kit. amk I Kitchen �� I ' I I 3• w.� Bath 82 3• C.O. To septic PLUMBING RISER I" x L' P.T. Buck nailed to block with case hardened mad& Head prior to door attachment fixed door sliding door N Masonry Wall al 1 'Pr/2" Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/i4" tap -con with Sliding Door D e t a l l I from penetration at L" .' max. from each 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 Descri tion PRESSURE ZONE I. 4'-5Ya"x 5'-3ia° 54id'x 193i;' Single Hung ZONE 4 2, V-2Ye"x 5'-3'/e" 15" x 63 i,' Single Hung ZONE 4 3. '-2' x '-2 1/2" 21 �2"x Wall Single Hung ZONE 4 4. 4'-5ie"x 4'-2%" 1 54k."x 54%" 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X i'-O' 108' x 84" Overhead Garage Odor ZONE 4 B 3'-O' X L'-8" 41 i+"x 83." Fiberglass Panel - Inswing ZONE 4 C V -0" X V -8" 14" x 81 i2" m; t°" Sliding Glass Door ZONE 4 D 2'-0' X L'-8' Solid Core - Wood - L-Panel -&-Fold Finished 24' x 81 h" E X-L' X L'-e' Solid Core - Wood - L-Panel F 5'-O" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8' x V-8" x 1 %4` Solid Care Wood, Steel, or Masonite Door H 2'-8" X L'-an Solid Core - Wood - 6-Panel J 2'-L" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K 120-as X L'-e' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED iN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 14'-0" EGRESS r 03 ° MASTER �= BEDROOM op 8'-0" A.F.F. ,---N Flat Ceiling 0 Cr ry I n 2" RI 4'-O" o I I A/C Meter O -O° Rod 'Shelf I raring to e I I N 4 Y, , hi g o n CLO E I � I me �r� M- r A •i •.� [� \ ,rill I Rod 915helf ---w OATH KITCHEN O L--� O-IV Flat Ceding 6' Upper cabinets to ext rid over Ref. s Steel Ballard \ ea detail ap tbra-sho L 22' x 54' Provide auto I A tkAccess closer � _ _ �_ J 150 Amp P nel GARAGE 11, -4" A.F.F. Flat Ceiling C) r-----------------i I Block wall in I garage to be struck block i I I I I 1 1 1 I ®ZEI I I I 3'-5,9'-0-0. I5'-10" Install windows thru buck into block with 3/I6" tap -con with 11/2" penton etration et ' ac. ma from each corner and 20." o.c. max thereafter at ambs and 20' o.c. max Exterior face at head and all per product approval of wall -\ / \ Buck to be r x 4' PT 12" x 12" Concrete column / block Pilled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch \%-- I 8'-O" to T-8" A.F.F. Vaulteb Ceiling GR IAT ROOM I I 19'-8" I ry x L" knee -wall B' O" to 9'-8" A.F.F. ku counter top I Vaulted Ceiling DIKING 7e��`Xe I ROOM I I Vanity to be 34 Y2"high IrlI F Zirl IF, oh. � M m Wall B 1 ul i+1 st >O I a l 22" --y E BATH Rod k Shelf 8'-O" A.F.F. Flat Ceiling III-L" SECOND m BEDROOM LA Ic I \o, Y EGRESS mac+-iL++-•` i o_ COVERED 12" x 12' concrete PORCH with con rate and (2) into lintels L' 2" N I in all REVIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY BOCC � " block filled ra Vert. tie O i!1 6." s 3'-51, T-8" 2'-8" 4-21 34'-O" Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12' oc. max and 4' max from each corner thru Exterior face 2" x L" PT Buck of wall Ls. m Buck nailed to INSTALL VULKEM BLOCK SEALANT ��#a Wood screws thru iamb into busk case hardened nail& ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D stall at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIAe PA Winne Bulldln�Corp. Date Drawn : Revisions : Sheet Architects -Planners GARAGE 5-23-18 5-23-I8 Smoke detector revision 411 S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: 21 Tel : (112) 281-8258 C.C.U. Spanish Lakes St. Lucie Count FloridaStuwi•r_ Fax (rage 2 scomea 3 E-mail: bradenaia comcast.net Checked bg: FL �S44gG ,root-nnnn�2 � D.R.B. OF 5 Comm # 12 261 B r—I-7,,7 - -----1 1_ 14'-0" 1, _1_' " 1 20'-0" 1 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/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 M(L. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MiX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1. GARAGE FLOORS TO BE SMOOTH TROWEL FiNiSH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. 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. Provide (2) filled cells on each side of openings from 6'-0" to 9'—I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (a. 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-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30' overlap ji-Ec TYPICAL with concrete and at each filled cell TIONS one #5 bar continuous 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill J E _-—LLL�L�yVIJ I111 Hill —II I I[rI I I Itl 11 I�14'w x 14"d concrete monolithic footing with (2) #5 bars coot. 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, backfillmg 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. 4" concrete slab with fibermeah OR OxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB E 14" I #5 bar vert. w/ TYPICAL FOOTING DETAIL 30' overlap _ SCALE 1/2" = 1'-0 " at each filled cell 4" concrete slab with fibermesh OR Adjust curb height CxC 1*10/10 WWM on 10 mil Visqueen over based on gar. floor clean compacted termite treated fill slope. #5 bar cons. #5 bar in curb Step per Grade o foundation plan 1MIA 0" (2) #5 bars cont. bottom steel " II 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2' = 1'-0" GARAGE 12' x 12' concrete column block filled with concrete and (2) #1 bars vent. tied into lintels above Verify house slab height in field Top of footer I6" below finished rioor 30"x30"xlC' concrete column footing with (4) 45 bars each way E DETAIL St^.41 P 1/2" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill O'-O" a F.F. 0,r / II IIII— 14% x 14'd concrete monolithic footing with (2) #5 bars cant. 14" RB DETAIL SCALE 1/2" _ 2' x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT 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. is ab Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net ---- 9---- l I z t— — J © Filled cell under QI I FI girder above 24„ I m I o I Rear Patio/Slab I p r J to be poured saparate� u1 ®I from the house slab. n I o I ° d)) I 1 Thicken footing to 24% x 14"d x 24"L I I FI under filled cell ° a I under girder bearing. ° l ° ° O O C — m I Rear Petio/Slab to U c be flush with bottom of o ( sliding door recess. I a Slope 1/2" LLN °I °I I I I I I I I I ©I I I, 4" concrete slab with fiber esh OR 6"xb" 1110/10 WWM on 6 mil V squeen over clean compacted termite treated fill ID I I I , V " I I� L I — 1 i--————— — — — w.H I 1 4'4 Steel Ballard idled w/ Concrete ® I i > i 3 0 I � o ia�- v I L I vUrfaI1 I I E° I I 3vW 0 I BQ I o Uo o = I I u:� u IQ �00 W I I I I I I FI I I I I 0-UJI X p O in � — ® Recess for — — — — r '� N i—I Garage Door 3'-5" 9'-0. Wunne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida --' II'-6" J—­e 12" x 12" concrete columill with concrete and (2) #1 bars vart. ti into lintels above 11 REVIEWED FOR ODE COMPLIANCE �T. LUCIE COUNTY BOCC rna gU d7 `t Nm LL __ FOOTING SCHEDULE Mark am Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Gurb at Geraga MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB • O'-O" Date Drawn Revisions : GARAGE 5-23-18 5-23-18 Smoke detector revision a r l t on LEFT Drawn c.c.u. Checked by: D.R.B. Sheet Comm # 12-2io OF 5 ROOF 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 19p/32" CDX Plywood 4. Use peramit info boxsonathesenplansssforr forroofstated Keu Area Ede I Field Fastener Max* Zone I 4" 8d ring shank psf Zone 2 8d rin shank sfZone 3 8d rin shank sfZone 3a b" 6" 48 wood screw psf ** Use nails or a4yews based on res ure for i of stated in permit Info box on these pl�no for zone Verify with Plan Concrete / Lintel Reber 48 Bar Dia. Min. Overlap Column 12"x 12' dumn Block Rebar Provide $5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete — 8U8-OB/OT precast - - - - -` -- Imtel set in mortar — Min. 8' Bearing -- - -`� Provide 85 bar set in pre -cast lintel into beam where length or the opening calls for it. Provide PT Buck etei into filled ched per jm el 6 1 i 4" re cast Bill I I Filled Call Provide 45 bars with min. 48 bar tam are overlap in Pilled cell. Tie led cell steel into continuous rooter steel. PIP — :,'I Concrete Footing t:Ib':- i (pee looter schedule rr,.r for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Not 2" x 4' bbelun.g to vert. leg or ue trwith IOd x IS nails at 4' o c. Install Simpson MGT into wall tromp 5/8' dia. threaded rod not imp. 12' into not beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer oP ASTM D T e 2 felt paper using Od nails. Substrate to be 19/32' CDX Plywood nailed at L o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL s11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using s9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiatiment installed with min. 4 side laps and L" and 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 dock to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark Win�oaRom t� LSi 1 Gast -Cc tack " qb�r am saw,LLo�w, Mot Mot ��� L�) 2'-2' 3'-6' OFO-QD/IT I s5 3061 iL1 1024 1.Z 3'-r4'-5' 4'-o' W8-OS/IT 1 s6 16LIk'li3 1L3 r 11 10' �e-OD/IT 1 s5 80s wal 3315'-0' 6'-L' �O-0m/IT 1 s6 1230 onV-S' 11-C 08-00/IT — 1 as too 121 994 L00 1 01 1 T-4' OFO-Id/2T I s5 2 95 152 sed 612 L10 Y-O' W-6' 8P0-Ill,/2T I $5 2 s5 L43 no 401 L10B 11 10'-0 OPIL-I5/2T ONE 1 s5 2 85 535 us 401 LI00 KII W-4' OFO-IB/2T 1 ss 2 1 $5 502 444 452 LI00m IyW�-O' Ill OH6-111/2T ONE 1 ss 2 s6 13" 1028 452 L120 '-0' lei W-4' 1 s5 2 85 4i1 428 324 L1208 121-0' IS'-4' $PIL-IB/2T ONE 1 ss 2 s6 1015 110 324 LI40 W-0' O)'-4' OPIL-I5/2T ONE I as 2 s6 1250 604 2" LI60 IL'-O' 111-4' BPO-I5/2T 1 05 2 s5 goo M2 144 LW5 I IL'-0' IT-4' I VU-0/2T ONE 1 s5 2 s5 150 goo 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. 12 Sunpaon HETA 20 or equal 4 with il0) III x 1 I/2'naills uss It 24' o.c.) w�pporting Max 18101be Idt Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each mob\ Aluminum Drip \ / Edge t Fascia 1/2• that stucco on 3/e• III lath attached to honrontal and vertical seed 12" mamma with nele or staples to provide no lea than Il penetration into 2" x V Sub-Fasel hormontal wood framing and 3/1 penetration site vertical wood frowng members Keycap full o vent vmpt soffit installed wing 1/8' de shank x IS• Iona gels. rowing note with 3/8' die. head per product approval - see chat sheet sl 12" x 12" concrete column block filled with comets and (2) 81 bare Vert. tie into hems above thicken edge to 8"xO" with concrete and one s5 bar continuous ~ BEYOND Top of rooter 16' below finished floor Brace Gable and with 2" x 4" SYP s2 Oft back nailed to bottom of top chards using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) I LU too 4 a, X � pa rn N LU 2r a u.,_ as i° ti d E_C= ODO @uN N Q s` w Brace Gable end with 2" x 4" SYP s2 min. aft back nailed to bottom - of top chords using (2) IOd nails at each truss Stra,P 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 set or in epoxy oath nails into truss. Add blocking to ( 24" o.c.) supporting Max. pp 9 trues leg per detail on this sheet t F-TA 2O 1810 lbs. uplift IY W to X c. a C4 R c CV a =sea v..-Q ti n- m q) to ia l- �C4 7 �r lV 11l All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. •SETA 20 bD Mortar to be Tgpe "M" only proportioned er FBC Ri I and Mortar joints shall Gomply with FBC 401.2.1. Provide Our-O-Rock at all wet areas (ax. showers. tube etc...) Fill cell with concrete and ROOF FLAN (D u5 ppbar Vert. (typicaD. 48. unleeanotherwise n oted ed Wood see foundation plan notes far — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibwill Visqueen esh OR L"xL' s10/10 WWM on L and - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER over clean compacted termite treated fill — 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 III III— "III TRUSS MANUFACTURER Inn- - — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14' Fl TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION fill""� TLplcal Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE �>.Io I/,)" = r—e" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION BOCC 5/8" thick light textured stucco on typical concrete block construction Varies - see plan s5 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 'r \R-30 blown fiberglass LO in bottom chord or trusses-1/2' drywall with smooth finish roTwo rows of beam block filled with concrete _and (1) US bar cons. in each row. Substitute recast lintel filled with concrete and (U s5ar cunt, for bottom row over openings 1/2" drywall over I" x furringg stripa at 16" o.c. with R4.1 PI-foll —insulation on t pical 8' Block walla ,0614 - I ;' Oro I IM OWN WAS I ff4#,A I I NED i AMA EA__ A— MeA W-, AA A "1M_nrJ1A"2 EASP --.1 JLL woGy tt d) tied W. JIMA rim "100 K OPTiO PANEL "A" Poles BR Load Wire Description clrc# arc# Description Wire Load BR Poles 2 40 -1.0 km #8 A/C camp 1 2 AHU alo 3.5 kw 30 2 3 4 2 30 4.5 ka a10 40 gal. water HTR 5 6 Rsew at 12.0 km 50 2 i e 1 20 1.8 ka $12 Pump 9 10 Drilar #10 5.0 ka 30 2 11 12 1 20 1.5 km #12 i3 14 Dishwasher 812 1.2 ko 20 1 1 20 1.5 Ike a12 Mwroaave B lit Refrigerator 812 1.2 ke 20 1 1 20 1.5 ka 812 Kitchen S.A.C. n 18 Recepts #12 - 20 1 1 20 1.5 ko 212 Kitchen S.A.C. 19 20 Racepts 812 20 I I 20 1.2 km #12 Clothes Washer 21 22 Racepts #12 20 1 1 1 20 0.81 kw *12 Garage Door Openar 23 24 Racepts 812 20 1 I 20 11.4 kw a12 26 2L Recepts 812 20 1 1 20 1.92 he #12 21 28 Racepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts 212 20 1 1 20 812 General Lighting 31 32 Racepts 812 --- 20 1 - 1 20 $12 General Lighting 33 94 Exterior GFCI #12 - 20 I - 1 20 #12 General Lighting 35 3(, Bathroom GPI #12 -^ 20 1 - I 20 $12 smoke Detectors 3 38 General Lighting #12 -~ 20 1 - I 20 #12 Bathroom GPI 34 40 General Lighting #12 20 I 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts aq, ft.) Smell. Appliance, Circiut(s),,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,, .Range..,,,,,.... .............................................. Refrigerator. ............................................ Microwave ...crow........................................................ Dlah Washer Clothes. ,Washer ............................................... Clothea,,Dryer,,,,,,,,,, Water Heater............... ........ ............... ....... Water Pump............... Garage. Door .Opener ........................................ 1135 3 5205 2 1.500 3,000 1 12000 12000 1 1.200 1.200 I 1500 11500 1 1,200 1,200 1 1200 1,200 1 5,000 5,000 1 4,500 4 00 1 1,800 1.800 I 810 810 Total Watts 31,415 First 10000 Watts s100% 1 10,000 10 O00 Remainder 21,415 e40% 1 O 10,9166 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9it Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end $ Single Pole Switch ® Recessed Can Light $i Double Pole Batch ® Eyeball Recessed e Push Sutton switch Exhaust Fan Duplex Outlet ¢ Cohng flaunted Light _0 special Receptacle 0- Way Mounted Light MIL aterpr ground faultcircuit 1.21 Light with Pull Chain (attic) ® Flax Duplex Outlet © Computer Connection Jack Qcn Carbon Monoxide Detector 4cil' Flood Light T Thermostat ® Electrical Parrl ® Central Vac 8 Electrical Meter ® Smoke Detector e4�e Ceiling fan ® Television Jack © Telephone Jack a � c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Floreacent Light ® Speaker Hook -Up 0 Intercom 1Cssn�_>�hc�_ Soffit AiC Meter li3 CFM IOxlOxi MASTER BEDROOM 103 CFM IO)d" 12id2x9 B/A CLOSE MAI 150 Amp Panel PATIO/SLAB I I GR IAT ROM I I F_M I C Ce K I 12" L-------f - Registers Ifin owoxi DiNING ROOM O I d ri 1 ®® 0 FMor A TT H - - - , - I- l /IL----- ili• Attie Access - with light, I Q I I 232 CFM rixixl Lit GARAGE r----------------- i I I I 1 I I ®= JUNCTION BOX TO SUPPORT A FAN � F. C A N I C A L L A � O O = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = 1'-0" Electric Notes: I. Use copper were only, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire ell required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GF1 protected. 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 RMI602 19. The electrical system shall be completely and effective)_g ` 10. A/C Refri erant lines that are run thru slabs must be sleeved in fVC grounded as required b the latest edition of the N.E.G. g 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testingand 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 14, 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 gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancg, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of ang conduit. other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502 SECOND BEDROOM FLI i 1 /A� COVERED PORCH A/C disc. AMP #12/0 Aluminum feed I Al Conduit PANEL M TE AHU 20 PVC l FPL rnr,r� 2" rigid service PPL 9ar15 eont!p46rrPrn slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru soft Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net f� Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP Qfx Install oulet , under disc. a not shown or d clarity A/C Meter MASTER BEDROOM o OPTIONAL PATIO/SLAB i ,'Covered Porc1i%\ WP GFCI t t t I `\ 1 ww I �1"I I swe Smoke / Carbon G R AT Monoxide Detector R O M Combo ® S I I I I I I I �I I © JI I 11 I t1 I 11 i -%\ I DINING GFCI I 1 --1 ROOM I: FC \ I 1 GFCI GFCI /i KITCHEN IL - - - - - - - - /24" I 3'-2" 3'-2„ Nnes p / C,M. Detector only per PBC R314.3 CLOSiE 42' GFCI W.H. Attic J L 150 Am }2 Optional Panel \ Pull chI panel location ain \ light in attic 42" GPCI GARAGE Garage Door Opener I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN ------ I r�Z � F O,Cente -y t`tSECO1�T1�-4 BgDROOM Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.1 sq, ft. required Provide A Continuous Vented Sof f it WW nne Build Ing Corp. The Grand Carlton Spanish Lakes St, Lucie County Florida IMP \ � � COVERr&rT n PCRICH SCALE: 1/4" = 1'-0" Post Light with Photo call I m IL Date Drawn Revisions 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn bg: LEFT C.C.U. Checked bg: D.R.15. REVIEWED FOR BODE COMPLIANCE ST. LUCIE COUNTY BOCC rr, 414, p Y bui Ir;, H.B. Exhaust Duct _-Thru Soffit a Wire For Front Post Light Sheet Comm # E - 12-2� B OF 5 e I,&=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 ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. All F9 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. Cr1NCl U T Rr:CI 30' Span or less 30' to 60' Span A Spreader Bar 60 degrees or less 0 9 �_ Approx 2/3 to /2 Tog Line soon ODprox. e /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 crane used. Truss Is on example, your truss may not match. This is an example, 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 A are installed. A P.1 F2 F —1 i IV Ill L Ill Il " O T Ill 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. Carrying Girder Nails must be as shown. Guide tab! Dome angle nails. russ 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 F-- Al to upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- 12 th 2.00— upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers o r, " GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED S RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees; I. Trusses will be made In strict axordence with thle War placement diagram layout, which the Bole authority for determining.suxesaNl fabrication of the trusses. 2. All the at this layout have been veriaed by the undersigned. .3. Unless written notice is provided by certill mall to Chambers Truss within ten 60) days Of delivery the undersigned agrees that no backcharges will ba allowed. .In the event such written notice Is fumished Chambers Truw'hail have three (3) buatneas days In which 'to begin repalm required, orto substitute othsc Wawa, at Chambers cpt11nh 4. The undersigned acknowledge' receipt of "BCSI 1.03" summery cheat by TPI 8 WTCA. 5. Deal Is to Job she. It Is the buyers'responslbllhy to make the Job site suitable for delivery. Chambers Truss has the sole authority to deternlne me suheblltty of the job site of a potion of the job she for delivery. Chambers Truss wilt be respons@le for dump delivery only. The buyer Is responsible for additional dellve: expenses If Chambers Trues has to redellvar becauearob she Is not prepared for delivery or buyer Is not prepared for delivery of trusses,Sul Is responsible to Chambers Trues for towing costs due to site condlaons. S. Pike as shown Iq paragraph 7 below to subject to change h any changes are, made In this Iii A $50 per hour fee for revlslons may be charged by Chambers Trust. .7, This is a PURCHASE ORDER to Chambers. Truss of the sum agreed to, or h n0; agreement a reasonable price. Involve will be made on delivery and paid within terms of net on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambom,Truse reasonable attorneys fee for oollectlona In event of payment not timely made, 1.12 % per month seryjce chary' will be added for all sums not paidwillterns. S. Signature or Initials anywhere on this sheet constitutae agreement to all terse herein. 8• In consideration of Chambers Truss extending credit for this material the undersigned uncondhlonally guarantees payment when due of any and all Indebtedness owed to Chambers; Truss by any entity mcelving material and the undersignedagrees to pay such Indebtedness Including attorneys fees, r default In payment for materiel be made by the recipient 1. 10. In the event of any litigation conoeming this agreement, the items furnished hereunder or payments refered to herein, the, parses agree that the sole venue for any such action will be 8alnt circle County, Florida. Ii, Design responslbllales are per"National Standard And Recommended' Guidelines On Rasponsibllltles For Construction Using Metal Plate Connected Wood Trusses ANavrPVWTCA 4 - 2D02 DATED SIGNED FOR Tr'LE Aspreaderbarmayberegt wipoll 14rIII prevsrtUauyBrdamage. . 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 responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Ttt� ffx*beadwWWool perdesigntopsvert"IS damage, Trusses must be set plumb and square Do riotaet bunks or stack of plywood, roofing material or any other 2 t entrated 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 3105 Oleander Avenue Fort Plerde; Florida 34982-8423 800-551-5932 Fort Pierce 772-465-2012 Fax 772465-8711 Vero Beach 772469.2012 Stuart '772-286.3302 ' 1411 Ali ruautaeeaTOlf_QC CnM n . The Architr Fs or Architect's representative's) shop drawing approval is NOT a ..double check" Of the The contracontractor. ctor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review Of truss strepping, and loading on structure from gravity and u their reuplift loads and stive laCc/}tio s. Approved By: J/� Dale: -1 ---LLL Braden & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-11 Roofing Material Shingle or Shake I Loading in PSF Roof R.D.L. <,I w' Top Chord Live 20 H o Top Chord Dead 7 4.2 r •-. Bottom Chord Live 10 Non -Concurrent N ° Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 tp C Wind Speed 165mph R Top Chord C.B. Sheeting by builder. H w Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'1 U Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Q Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 7&0 `s