Loading...
HomeMy WebLinkAboutBUILDING SITE PLANT.O.B. 0'-0" = Finished IFS Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 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 A5TM D (tgpe 2) 30 lb felt undarlagment installed with min. 4' side laps and 4" 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 trusses using attachment detail on this sheet 12 SLOPE 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 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 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 and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ U 5/8" thick x 8"W cut �J Cora finished stucco bands 3 i 5/8" thick x 8"w cut al finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands _L_ I'X I'X k�/ I T.__ %-D : Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 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 A5TM D (tgpe 2) 30 lb Felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced 4 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 light textured stucco on tgpical concrete block construction 12 Tr PE 1 ST. LUCIE CO TY SUILDI G DI ISIQN REVIEWED FOR COMPLII cUIII REVIEWED BY DATE _ wrlUL'v LUIu PLANS AND PERMIT MUSTIBE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE ALL MANUFACTURES GC COMPLIANCE U FACTORS AND NG SHGC WRH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 76*�=inishColu=nswith 5/8" thick cut coral finished stucco bands REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 5/8" thick light textured / stucco on tgpical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0'-0"= RIGHT ELEVATION SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max roacing over ASTM D (tgpe 2) 30 lb felt undarlagment installed with min. 4 side laps and 4" 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 Finish Columns with 5/e" thick fight textured 5/8" thick cut coral stucco on tgpical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate 11 ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden It Braden AIA, FA Wtnne Building Corp. Architects — Planners 41i S.E. Coconut Avenue THE STERLING I Tel B : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenalaecomcast.net Sp Lucie County Florida � Stuart. FL 34994 UAAC000032 12" H. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT T^ AN" ( ECTIONS 1^i70R5 THAT REOUIPE" ER TO MAY BE ttl CODES. _,,,},BLE 8'-1" T.O.B. ACHMENTS 0'-0" = Finished Floor 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 4" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 ICI IM314 II I ICI [m:l::i I 11011-mill SCALE: 1/4" = 1'-0" N ---- 5/8" thick x 8% cut coral finished stucco bands -0'-4" A.F.F. 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: Lth Edition and ASCE 1-10 for Wind Loading BuildingL Design is: Enclosed Risk Category: II Wind Velccitg: 11.5 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4.12 pjgits Internal Pressure oe icient: ±S?"Is Subjectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD design SCANNF-i, Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL, 0.6DL+O.gwL BY Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 pal St. Lucie Count Y Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20A /-84.O psf Components It Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walla Zone 4 Components it Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Wafts Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 ye Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2 00 psi, Presumptive: X Bg Test: psi SEE PRODUCT AP ROYAL FOR IM ACT PRO ECTION F R O ENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --i—S oaf FLOOR DEAD LOAD: 10 pof JOB ADDRESS: MODEL: Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn by: i 1�_301 PORCH C.C.U. RIGHT Checked by: B D.R.B. OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = ]'-Oil I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. la ansion bolts into slag l3/a°t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... t0 have a minimum 1,400 P.S.I. fiber stress. ° 4. No dissimilar metals to touch. 2�2" 2�2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o m shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix o 6. Drywall at ceilings shall be leveled and attached to bottom chord a of trusses with screws per FBC R102.3.5. -I. o 0 2 " 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. �2" 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 I-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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C960, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options for g spacing of installation of drywall Into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" T 12" 13ga 1 3/8' long with 19/44' head 0.048' diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail 0.080" diaOR 1 5/8" long with Walls Either 16" 8" IL" Direction 15/64" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 11. 12" 13ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Ld cooler nail 0.092" dia. xR 1 1/8" long with Walls Either 16"all " 16" Direction 1/4" head OR Gypsum board nail 0-0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/i4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval N.T.S. Head fixed door Use 3/14" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a prove( 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and Wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal r 24 a. 5v crimp metal roofing attached to ply wood' screws with self sealing washer at 12" o.c. (type 2) 30 lb felt underlagment installed with laps fastened with corrosion resistant to caps spaced 4' O.C. at all laps and two staggered r deck to trusses using attachment detail on this Simpson HETA 20 or equal hurricane anchor at each truss With (10) 10d x 1 1/2" nails l 24" o.c.) supporting Max 18i0lbs. uplift Aluminum Drip Edge i Fascia 2" x 6" Sub -Fascia Kaycan full o vent vm sofht i urng 1/8 dia shank x 5" long roofing nails with 3/8" die. head product approval - we chart sl 5/8" thick light textured stucco on typical concrete block construction 95 bar vert. w/ 30" overlap at each filled cell I Grade nil 12 4 oofn FL #11651.12 wood deck using #9 x 1.5" max spacing over ASTM D min. 4' side laps and L" end and with 1.25' ring shank nails owe 12" o.c. in field. Attach sheet Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) " '\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (U #5 bar Cont, in each row. Substitute precast Intel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips a IL" o.c. with R4.1 FrFod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" onlg proportioned per FBC R4011 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) Fill cell with concrete and (U #5 bar vert. (tgpical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on L mil Visqueen over . / clean compacted termite treated fill 1 IIII Illliilll III' wII I 11114" x 14" Concrete footing l with (2) #5 bare cont. and #5 transverse bars at 48" o.c. T Y F I C A L SECTION Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = I-16 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft, Total Cubic Ft = 11,192 2" VTR JIL I I I I 21' VTR Master(/� Jj6 Bath r.ko se 2- Lay. W.C. show. o Septic FLUME31NG RISER I" x L' P.T. Buck nailed to block withcase hardened nails prior to door attachment , Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding D oor D t a 1 l I penetration at 6" ." max. fromom each corner and 20." o_c. max thereafter at Jambe per product approval Jamb At 1'1asonry Wall NTS UJindow Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-S%a"x 5'-3 %a" 54%s"x 63i;' Single Hung ZONE 4 2, V-2V'x 5'-3 %e' 15" x L3 %4" Single Hung ZONE 4 3. 2'-2' x V-2 1/2" 1 21i2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" 1 54%e'x 54Y8" 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 go -On X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-e" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14' x 81 %2" da°�; r"I Sliding Glass Door I ZONE 4 D 2'-0" X L'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %," E 2'-4" X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel J 2'-L" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-6" X L'-8" BI-FOLD ALL Exterior doors t0 withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction I in 10 NOTINCLUDED 12" x 12" Concrete column block filled with concrete and (2) 31i1 bare vert. tied into lintels above Covered Porch I 8'-0" to 19'-8" A.F.F. Vault d Ceiling G EAT OOM I I I Ral 14' -0" EGRESS 12'-8" MASTER BEDROOM 8'-0" A.F.P. All!\ Flat Ceiling Rod 7 Shelf i N 8'-0' to 9'-e" .F.F. 2' x L" knee -wall 01 Vaulted Ceiling below counter top 1 DINING I L SET ROOM ,a F ell L Rod Shelf Vanity to be 34 Y2"high I I High Wail o I 3'-e" KIITCHEN= Eck ty to be ""highiv r 1 J) � i" IJ un I BATIK i..,1 M I I/ j CA - - fiver -hang - 8'-0" A.F.F. --_ ° ° Flat Ceding W\ I L b Upper ca 'nets to O 10'-20' 4" '-O" extend over ef. BATH 1 _ c�a . 3a. � ' v ap3 I i t'ny ° O Rod 4 Shelf I (1J_H. 1 -II Ba InaJaucn O H. tail Steel Ballard i W I ee etml on this sheet F L i Qi,Qi� I�" n 22' x 54' Provide auto E I Q Q 6 A.icAccess I closer 8'-0" A.F.F. - - 22" L - - light - - Flat Ceiling 13'-L" " 4° a 150 m` Sin ECOND © m Panel ° >r BEDROOM E EREEl Y GARAGE nip ;o cUc `-' ~N q aj 211 IMT DEE) 8'-4" E E Flat Ceiling ° N p - O D: ° ° EGRESS r-----------------i Block wall in ° ° = I garage to be I struck block p :s i N 12" x 12' concrete column bloc filled C V E R D I I with concrete end (2) #1 bars vert. tied ORC into lintels above 6" 12'- ° E I I 5'-2" 2'-e" 2'-8" 3'-51, 9'_0„ 5`+' Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 6' o.c. max. From each corner and 20.' o.c. max thereafter at ,lambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at W l n d 0W S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior face OD w W F- O Vent A /� C I 1 o r Meter Attach buck to block wall with 1/4" die. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door #8 Wood screws thru jamb into buck at each hinge and 16" o.c. max and prior to door attachment NTS J I IN I.,d i.. I t.4 Imo, /-IN L I X I )= J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS q• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE =licit 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16. E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY).ON LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE SUB MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI of NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. -I- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect 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 -f. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -48" o.c, max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from , —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) 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-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-112" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell _,�SECTION5 one #5 bar continuous 4" concrete slab with fibermesh OR VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ��i�il� I�IIII� �III�I 14"w x Mild concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 4" concrete slab with fibermesh OR 1."x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 95 bar vert. w/ 30" overlap at each filled call 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 fill slope. 6 xi #10/10 WWM on 10 mil Visqueen over 45 bar cont. 45 bar in curb\I clean compacted termite treated fill Step per O'—O" ® P.P. o foundation plan de Grade _ `^ �, :' ' ;. • ' -1111_ITI_1T=-fin=71 .. 10" (2) #5 bars cons. bottom steel "" 14% x 14"d concrete monolithic III footing with (2) #5 bars Cont. 121, 14" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I' -On GARAGE CURB DETAIL IT x 12" concrete column -0" SCALE 1/2" = 10 block Pilled with concrete and (2) #1 bars vert, tied into lintels above Verify house slab"I• height in field Top of looter 16" below finished floor 301)x30"AL" concrete column footing with (4) —1 I= I1= 45 bars each way 30" 11 COLUMN FOOTING DETAIL 2" x 6" PT wood secured with \ 3/8"die. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single 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 a r I � I 10pt. PATIO/S /A5P ZL �I N ----- e — — — O ojEl I CIE) _y_y—i_y——i_y_y—y_E❑° ❑° E 0° FI i ° co - o I�I - � f Rear Patio/Slab I r I u1 to be poured separate I� Q from the house slab. 2,_e„ I 0 a v I 1 N 4 Thicken footingg to UI e 0 24"w x Mild x 24"L FI I L under filled cells under girder bearing. I o ----——————— — — — --- _ i — Rear Patio/Slab to be flush with bottom of FI sliding door recess. I Q — U rn ° i I Slope 1/2" $o D .o u _al I N _il _a 'I 1 I I °I I Vanitg to be 4" concrete slab with fibermesh OR 39 I H.B. CxC 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill 0 ell I el I° FI Ln in I� I I 00 __-_ ONE im �I r — — 4"0 Steel Ballard I W _/ I efilled w/ Concrete QI�I #I r to _ vrn � "tea I FI I i vNE I r LL� I I I .0>A I ON E r _ a — J I � � I FI rE EEI 3C I ��- / a1 e E FI i — 5 Vi _r_r_r o o — o I I I I I i o o _ Q— V I w mxt; F51 rt — E e O !ll O 4x I® I 4 4 e L — — — Recess for`'— — J , — — o I e e e o Garage Door e e e a e — Q �3 I " x 12" concrete column block filled wi h concrete and (2) #1 bars vert. tied into lintels above 3'-5" q'—O" 3'-4" 5'-4" 36'—O" FOOTING SCHEDULE Mark Sale Descri tion FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3o" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a O'—o" Provide tt5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide tt5 bar act in pre -cast lintel into beam where length of the opening calls for it. 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 19/32" CDX Plywood 4. Use nails or screws bas d on presa re for roof stated in permit info box on these plans fpor zone 3 Kea Area Ede Field Fastener ax. r Pressure Zone 1 4" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf Zone 3 4" .4 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw ,112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Verify with Plan Column to LinteI 12 "x 12i, dump Block �#1 Rebar V V Qi iQ�:l Attdchment 01 BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90a bend bar with a 10" min. lap at top bar. Provide Cast -Crete 8U8-05/OT precast lintel set m mortar-. Min. 8" Bearing i.• PT Buck IProvide attached per iamb stalls into filled c.1 4" Pre -cast raT',i (f Sdf ,- 1'r•: . " Poured Filled Cell Provide #5 bare with min. 48 bar diameters overlap in Pilled cell. Tie �: filled cell steel into continuous / rooter steel. Concrete Footing — — :�► ' <: k.' `— (see Pouter schedule sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nails et 4" o.c. install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6 o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roormg FL #11651.12 26 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 (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end taps fastened with corrosion resistant tin caps and with 1.25" ring shank nails taced L" c.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ` Additional Pro at Lintel "All u n #5 bars Lintel Bar ClearB CLEARLength Length Span Bars Bars 1 t•.;;;. I 1 I ' 2'-0" 2'-8" I'-6" 2,#3 none �----y 'a----------e 3'-6" 3'-4" 2'-2" 2,#3 none eFe-OB/IT 8P8-I15/IT BPS-IB/2T Additional 4'-0" 3'-10" 2'-8" 2.43 1 none ..,•. #5 bars ..1 •: CLEA •,:.{ •1k", 4'-(" 4'-4" V-2" 2A3 none ':"•'i me Row oP "H" ':'`•%:_�'<': Block Above 5'-4" 5'-2" 4'-0" 2,#3 none 5'-8" 4'-6" 2,#4 none Precast Lintel 1 ::::,,. J 6._6,. 6i_4u 5i_4ii 2 #4 none i Additional y'''•' #5 bets 1'-O" 6'-2" 2,45 none BFIL-IBAT BFIL-I13/2T NOTES: e'-4" T-10" T-O" 2AS none I. min. coverage of steel=1.5" 2. iwn. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. 3. standard for remf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiN1TEL SCHEDULE Mark Window or Door Uret Width Lintel Size Cast -Crete Specification Rows of H" Block Above " Bottom size Top Sim Max. Grevitg (PLF) Max. UpIIPt ALP) Max. Lateral Load P F) L22 T-2' 3'-V 8F8-OBAT 1 #5 3069 1549 1 *24 L31 7-1.o 3'-I� 4'-O" BPS-OB/IT21- I #5 25LI 131,3 163 L45 4'-5' W-10' 8108-019AT 1 #5 1105 409 339 L50 5'-O" C-L" 8P8-OBAT 1 #5 1238 835 121 L60 L'-8" T-L" 8F8-OBAT 1 85 1011 121 534 LBO W-O" T-4' BFe-I13/2T 1 #5 1 2 #5 1 152 Sall 512 L90 9'-O' 10'-L" OFe-IB/2T I #5 2 #5 L43 630 401 L905 V-O" 10'-L" BPIL-I5/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4' 8P8-IB/2T I #5 2 85 582 444 1 452 LIOOB 10'-0" 11'-4' BFI6-IB/2T ONE 1 #5 2 #5 13LL 1028 452 L120 12'-0' 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" BPIL-I5/2T ONE 1 #5 2 #5 I016 110 324 LI40 14'-O' IS'-4" 810I6-I15/21' ONE I 1 45 1 2 1 #5 1 1250 Log 259 L160 IL'-O" IT-4" BFB-IB/2T I 1 #5 1 2 1 #5 1 SOO 142 M4 LILOB IC -On IT-4" BFIL-I15/21' ONE I 1 #6 1 2 1 #6 1 460 SOO M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 P51 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' nails — ( 24" o.c.) *uppporting Max. 1810lbs. ,pIdt Aluminum Dnp Edge t Fascia 12" 2'x4"S Kagean full a vent vmgl soffit installed using 1/8' dia shank x 15" long gals. roofing nails with 3/8' do. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintele above thicken edge to B"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 12 4 1/2" thick si attached to framing with me lose than horizontal wo into vertical Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end to with (2) IOd ils at each web on 3/8' hi —rib lath ntal and vertical wood r staples to provide 4" penetration into mmgramand 3/4" penetration fma members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 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 ——_ II _ IIM _ II IIII Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd naila at each truss 0 LJ u) -. N �( 4J U OL~�, u-," C t?�a 4 w �(aLU UJ o a Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom of top chords using (2) 10d nails at each truss c PRE-ENGINEEIRED WOOD TRUSSES of 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift ETA 2D Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet in e) 3 X a-r r iy w _11 4J L <03o a LL n ill u..� ti cn1O `r 2C4 r z to O O � N U u w m UD All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 20 m Mortar to be Type "M" only proportionedPer FBC RLOTI and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers. tubs etc...) Fill cell with concrete and bar l Max. spacing shall not exceed RCOF LA 48' unless otherwise noted Bings ase pacing foundation plan notes for — OVERHANGS AT I' —Off UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Vx6" 910/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE , 1 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY —IIII" TRUSS MANUFACTURER II HIM 0111 =1111 Ilia— — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 814" TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Tuwcdl Section dt Front Forth — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE (14 �R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish LIJ Two rows of beam block filled with concrete = .and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cant. 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 O" Block walls F F R WA MAJ WA MA 110 V.41, MAN, &E FAIMA, 0 WAS ®r WMAN AMR 410W rN 110 WIN FRI MEMO minnis Scale , " = '— " FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Wtmn Building Corp. Date Drawn Revisions Sheet Architects - Planners '41"1 S.E. Coconut Avenue THE STERLING REAR Drawn bg: Tel : (112) 281-8258 PORCH C.C.U. ' Spanish Lakes Fax : (112) 281-8283 E—mail: brad enaiaOcomcast.net RIGHT Checked bg: Stuart. FL S4996 UAAC000032 St. Lucie Countg Florida D.R.S. 0E 5 Comm # PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load OR Poles 2 40 1.0 kw #e A/C camp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Rena #6 t12 kw 60 2 l 8 1 20 1.8 kw 1 #12 Pump 9 10 Drijar #10 5.0 kw 30 2 II 12 1 20 1.5 kw 212 13 14 Dishwasher U12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. Il i8 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw $12 Clothes Washer 21 22 Racepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 912 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 20 #12 General Lighting 24 30 Racepts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 - I 20 #12 General Lighting 35 34 Bathroom GFI #12 - 20 1 I 20 #12 smoke Detectors 31 38 General Lighting #12 20 1 I 20#12 Bathroom GFI 1 39 1 40 1 General Lighting #12 20 1 F s are 1 41 1 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description of . Watts Total(Watts) General, Lighting (3. watts sq, ft.)......... Small.Appliance, Circultis),,,,, ,,,,,,,, ,Range ................ ......... .................. ........... .Refrigerator. .................................................. Microwave .................. Dish Washer. ......................... .. ....... .. ..... .. Water_ Heater ............ .................................... Water. Pump ................................................... Garage, Door .Opener .... . .. . ................. . .. . ..... ... 1135 3 5,205 2 1,500 3,000 1 12,000 IZ 000 1 1,200 1,200 1 1500 1500 1 1.200 goo 1 1200 1200 1 5,000 5.000 1 4 500 4 b00 1 1.800 1.900 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21.415 040% 1 O 10.966 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed raw Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle C- Wall Mounted Light F Waterproofgroundfault circuit .o Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TQ Thermostat ® Electrical Panel Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ® Telephone Jack a oust A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom = JUNCTION BOX TO SUPPORT A PAN = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. S. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pag for all fees, permits, tes{in J. and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL. 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 occupancg, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. H.B. Vent thru SOfflt___ Opt. PATIO/SLAB 149 CFM IOxlox6 Covered Porch M STER B DROOM GkEAT iy�00M 149 Clam IOxIOxL 12)d2x10 Center Regista��rre 208 CFM ClaM B/A on ceding Ibn\,2Q$ IOxlOxl 1 X-ZOT 12 -- - - B/A a 1 9 CFM 1 8x4x4 LO i I I 1 12" `---- 8 x4 54 M DINING ROOM 1 '�' BAT ,'.o a --�-� I r MM �L=W �l0 -- - 1ax`4xr4m �oxo BAT tpll j I I T 16" 1 IO)-dXL SECOND BEDROOM 12xi2xe B/A I I i W- a COVERED PORCH MECHANICA_ LAYOUT SCALE: 1/4" = 1'-O" 17. 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. 18. 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. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. 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. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 Es 22' x 54' Attic Access Lwith light _____� I� 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I A/C disc. Mo #2/0 Aluminum feed ncC I'62' Conduit � PANEL TE AHU 2" PVC f FPL 2" rigid service FPL Bar 46 cope wire to >i:5 cont. wire in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction eter Soffit Braden it Braden AIA, FA Architects - Planners ,41"1 S.E. Coconut Avenue Tel : (772) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net H.B. Exhaust Duct Thru Soffit - Wire rOr Front Post Light ELEC i RICAL PLAN L'-3" tonne Building Corp. THE STERLING S ankh Lakes S . Lucie County Florida 0 (V Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall p. GFI Install oulet under disc. t shown for clarity SCALE: 1/4" = I'-011 Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I-f.1� sq. ft. required Provide A Continuous Vented Soffit REAR PORCH RIGHT Date Drawn 5-24-I8 Drawn bg: C.C.U. Checked by: 0.%.B. Revisions : Sheet I Comm # E -1 1�-301 B OF 5 I&=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention ,by all persons installing trusses. ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. A Carrying Girder For Truss to i russ Connections see hanger/connectorTDome be as Ide tabs o schedule in engineeringe nails. package' fCarried Truss SEAT PLATES BY CHAMBERS io 12 4/ 2.00 12 upset-1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 r— upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER All A HEIGHT OF 8'-0- ABIOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - - - SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-01 ON CENTER EXCEPT AS NOTED A I R H A N l I_ I- Ill NIROOFOR = UNLESS NOTED ELSEWHERE ON THIS LAYOUT, TS ARE NOT DESIGNED FOR AIR HANDLERS IN THEANY OTHER A/C REQUIREMENTS. THIS MAY BEWITH BUILDING CODE AND A/C DESIGN REQUCONSULT WITH BUILDING DEPARTMENT AND A/C. All load bearing Walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. 4& 14' 22' I I I l jFRI Will IVA I Pol/ II � ME Owl �'_ 110101 i ,_ I' tr a IPFA 110,PV.,zff, i W, 0 Nwa poll Pill 0 rA = /II�1�I I�II�IIIIl1111\II�i1111\ : %/� iE1 0 Ii� � III�111�1�1 ' I�I�II�I�I�I�I�I�I�111®I� 15'-10" I 5'-4" ' T-4" I 1 V-6" 1 71 GARAGE LEFT DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 22' v 14' I I I I I I ®111� \'te\\\I\\\\\` wi�l� I l I I 1 1 I 1 1 INVERTED "V" WEBS AT CENTER W19' B.C. PANNEL LOAD W/ (2) 509 POINT LOADS PER TRUSS FOR AIM �I01 �It♦ II INi \\\\i`\\\`I`\\\,� \\`,,i \\�I\\\\`I`\\\`i`ON ■1111111®� I ATA ATA ATA ATA ATA ATA ATA ATB ATC BHA 0 o.omm FABRICATI®N ee AGREEMENT' iRtis9Es CANNOT srARr¢D UNnr TtaaAor to 8 NED a RMRNED � daalpam time whom OwInAM wa be butdsd �:. . „ �wroe. tra,. a Illifill",� MvMh afs &l;Mm ate. L Ar ieds wrBns ti aaa leraut have been won erne tttneoa• S. UNa's twatsn rrclkro Y veraled by tite tards,dPled. dsya a ddvery ew urMenlprud sNee�airo ! me1 m Ctrembens True wltldn tan `1p) such wdtOsn ratios t. ttmilehed Chsmbsrs T ba'd0tl1t�°s wa w dowed,.tn ala event . 4 repsha required, or to aubodb ii oauc�trwsul, at�Char' nbsn�o' ru days h whkh D0;;,iide ins sAL or"ecst1txt".amlu,ran.etbyTplawrcti S. 1°saslslbab• b make tlu dehrenac�hambben T� Iwa tlls cob aualodly to deteroy,q ti» �bah�amd0a dam'. Chembere True wM be rospopdpk far b frost yfxsddNotyde amles a Cflembsis TMssttustoredepol'yvsr ; . 8 0.erPM rap .rparls to G Tnas for Mwhlo ioe1 due p 1My or . h Pansfpeph 7 bsbw M source to pumps a cry are made h adslsYout. AM 6er trorafes farrevgtana mry be .harped by Chambers TMs. • ' . 7: 16 RCHASE ORDER to Chambere,Tress a Ch sum apresd lw a a - • may � avAa ba nude on depvey end paid watr4t temp a net . de sctladuled dats'M q agonieys fee fw In event ned .preen 10 P Chambell; T e rewoneble . tlletpe we be added fad aume not pa yMt:Wly made. 11.1,12 x pertrlonlh eeryfoe 6 N caruWeAatlal i as C cn T a'� wm�a ter apteanart b a1 tame herein unoondilliliniffly G nweT qualm P°YM°ra when (aa'�'ymMa err Indabpediro.a i hdsrrsa np�.ltortuynq do a M1 ` a a10 .prose to pay ouch wymilft for metadal b. made by tib 1 aY Ns event orally weln, n opub" ng 1Na spramsnt. tiro Will fumishad hereunder - � ,narll�dillda ale pentba apnea cut tiro epeewill for any such action Will 11. Dedpn teaparwldatles are Per`Natbnal StmrdrndAnd R✓ltbni naMed Ouldeanee On ANSpasMalaee For Ushe Metal Plate Cdrirlealed Wool TnKms ANSVIPWIIrCA4-20a2"' .. DATED - sroNED � - Forz gbrm$rbe ' legs iedper"BC91�OCi'bpleftit"&daflape,. MuMple ply trusses must be fastened) together per engineering before they are set; failure to do so can reiultin roof coliapli e. Temporary and Permanent bracing are nlqulrsd and can saw tifa and properly and is the responsibility of the truss erector. 'Study the contents of the Information packet Included on delivery r' before setting bugs". lice MMotbsaetadbrawdperclealgoti lAereltttlJuybdaioraga Tnmes must be set plumb and square [>o not' bunks or sfack of PV"Odl, roofing material or any other cdticentral loads on trusses this can cause coliapilL DO NOT SET TRUSSES USING MIS LAYOUT USE LAYOUT DELNERED Wfl'H TRUSSES TO SET TRUSSES C�IAMBERS TRIUSS INC 3105 Oleander Avenue Fort Plerce; Florida 3491124423 800-551-5932 Fort Plams 772.48ti••Y012 Fact 771-46 I l Vero Beach 772.689.2012 Stuart ' eNJaupeDeTp01FtS".(•/M24810l � . Ttt!t-i's or Architect'n representative-s .hop drawing approval is Noy a "double check" of the contractor. The contractor shall remain responsible for checking field measurements- and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift toads and their re cove iccatio s. 92.0/932 MIiEK 4.2 ap�rovetl e DESIGN CRITERIA - County SAINT LUCIE t & Braden Building Department ST LIUCIE COUNTY j Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRSJC-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF " Roof R.D.L. ' o' �, I Top Chord Live 20 Top Chord Dead 7 4.2 c�IQ Bottom Chord Live 10 Non -Concurrent r I Bottom Chord Dead 10 3 c _ TOTAL Load 37 7.2 �I o I Duration Factor 1.25 Wind -, nd Speed 165mph cc Top Chord C.B. Sheeting by builder. r to Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-OmC.)'��` Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.u.L =rcesvaming ueaa Loaa C.B =Continuous Brack Verify DESIGN CRITERIA shown above with the building department and your en&eer. Design Criteria is the responsibility of the Buildin Desi ner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1/4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:11/14/16 Revised:10/23/18 v J FOR 1V-6• 3'4• S'4• 15'-10• Q WYNNE DEVELOPMENT CORP. C DESCRIPTION: 75 7 f GARAGE RIGHT G STERLING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 a'? 1`4 cl �`