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HomeMy WebLinkAboutBuilding Plans12 4 ISLOPE 2" O.H. Finish Columns with COVERED F-77 1' 5/8" thick cut coral PORCH finished stucco bands O 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' = 1'-0' Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL 911451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 1.25" ring sp aced V o.c. at all laps and two staggered rows 12" o.c. in e deck to trusses using attachment detail on this sheet is] o 5/8" thick light textured stucco on typical concrete block construction -------------------------------- Gulf Coast Supplg and MPG 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 ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 3 3; 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"W cut coral finished stucco bands RiGHT ELEVATION �-r�_tl��riil�aIQ•� Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, llindows do Skylights Opening Type NOA/FL NUMBER ro Product Model # Manufacturer Glass men Attachment method JEST Expiration ration Date Design Pressure of Approved Tests 1,2,3 I4 FLU Z39.3 Single Hun g g SH-100 Impact PGT 5/I4" 1/4' dia. topcons w/ min. 1 3/8' penetration to he spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approvalRMAN + 80.0 PSF - A I6-0330.02 Overhead Garage Door Model 824/811 T-4' max. width IL'-O" max height DAB 6- NTI u ee ."r. s s :sa')"'1i'�t'i+tc Mein, as i. . �a p r e e.es... in r w t"et 11111 �m. �ci�li edge. 3e i'$e. w.s �e�rrgapwavii rovem VIL' r.A wher en ruler WtC 10-9-21 + 50.0/-60 0 psf FLU 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Eleo I/4" dia. tapcon with min 1.25' embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGD PGT I" nom Type "GSA" 1/4' dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2' edge distances specified in Product approval ± LO.O PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method �EgT is iration Date Design Pressure of Approved Tests MuiilOII3 FLU 261.1 I• x 2 3/4• x .315' PGT Install per fastener type and s� Pacins shown in Table IA and IB in product approval on sheet 5 of �2. + 58.0 PSF ROOF FL# 11451.12 5V Crimp Metal RoofingGulf Coast Supplg and manufacturing 24 ga. 5v crimp metal roofing attached tg plgwood deck using #9 x 1.5" oo screws with self sealing washer at 12 o.c. max 4pacing over ASTM D �tgpe 2) 30 lb felt underlagment installed with min. 4 ads laps and V and laps fastgned 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 at detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6' o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using O 12' Ain x I.5' Iona rima shank nails with 8" dra. head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MPG 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 ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet �IL■J I / 5/8" thick light textured 5/8" thick x 8% cut stucco on tgplcal concrete coral finished stucco bands block construction REAR ELEVATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 go. 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 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 -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 12 to be 19/32" COX Plgwood nailed at 6" o.c. SLOPE 4 in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE FRONT ELEVATION 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 10 o.c. base -board 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition nLs Braden t Braden AIA, PA UJ nne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE MANOR 1 Tel : (112) 281-8258 Fax E-mail. : (112) 281-8283 bradenalas comcast.net Spanish lakes Stuart. FL 349% UAAC000032 5. Lucie County Florida 12 SLOPE �¢ 11 COVERED PORCH SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: bth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Roof Pitch: Height: 11'-Q" 4:12 Internal Pressure coefficient: to -is r foxrr� Subjectabilitg to damage from: Weathering: Nealinible Termites:Veru Heavu Width of Roof End Zone: V-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: OADL+O.6WL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.11 psf Roof Zone: 2. +20.1 1.0 psf Roof Zone: 3. +20.6/-84.0 oaf Components I Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Wells Zone 4 Components I Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes gg = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detailles Provided? Yea END ZONE Minimum Sal Bearing Pressure:2 500 psi, Presumptive: X Bu Test: psi SEE PRODUCT APPROVAL FQR IMPACT PROTECTION FOR OPENINGS I Corner Zones Roof Zone 3 ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --15- oaf FLOOR DEAD LOAD: 1O sf JOB ADDRESS: �S MODEL: Date Drawn Revtsions GARAGE Drawn RIGHT Drawn by: C.C.U. Checked by: D.R.B. Sheet Wkpv3 o� I . REVIEWED FOR CODE COMPLIANCE T., L CIE COUNTv OF 5 UJ SOCC, q131 Comm 4 18851 FLOOR PLAN 'AIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = r-o° N.T.S. Living A/C = 1,124 sq. ft. I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4° diameter steel crash post. Floor Back Porch Total = 210 sq. ft. proceeding with work. Flange with 4 - 3/a° Garage = 455 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/e"t 50 ksi steel plate) Front Porch Total = °(6 sq. ft. a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 2,485 sq. ft. 4. No dissimilar metals to touch. 2�" ��" 5 ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �_" �" o Total Volume = xx,xxx sq ft. CRASH POST DE ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to I o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "3/8" 2�" 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" 21/ v Attach buck to block wall with of trusses with screws per FBC R-102.3.5. O O 1/4 dia. Eltr coot screw* with min. I I/4" penetration at 12" o.c. max 1. ALL wood in contact with concrete shall be pressure treated. and 4" max from each corner thru 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. Exterior face of wall 2" x V PT Buck `l ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance 1] with the current edition of the Florida Plumbing Code. #8 wood screws thru jamb Into buck II. Contractor to Provide a 2'-8" wide door at one bathroom for 2�"' 2'�" at each hinge and 15' c.c. max and Detail at Door prior to door attachment handicap accessibility requirements. NTS 12. Lowest finished floor to be set by Governing Building Department �° surveyor t0 set in field. be FBC R302.6 INSTALL VUL JAMB, H BLOCK SEALANT ND OR DTO BUCK 13. Separation between residence and garage shall per SILL BLOCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION Water Heater Install windows thru buck into block with 3/I9" tap -con with 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1 1/2' penetration at L' o.c. max. from each corner and 20." o.c. max may. thereafter et jambs and 20" approval head and sill approval 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face or wall at per product Buck to be I" x 4' PT 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Yariea flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation comply materials exposed on the underside of the roof deck or on the attic walls shall 18. with F.B.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 i"x4" P.T. Buck nailed to lock with case hardened Walla C`i60, C1002, C104rt.C11�7, CII�B, C12�8, C13°15, or C1396 and shall be Installed Detail t a I l n d OW 5 prior to window attachment a t Window according to the following: (FBC R102.3.5) Masonry Beam I" x L" P.T. Buck nailed to NTS block with case hardened nails of prior to door attachmenF / Install SGD thru buck into block with VIC' 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 Use SAV tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 in accordance with ASTM backers , . ......, ..�::...,: sum ....... s mat 20. Cement, fiber cement or glass gyp C1288, C1325, OR CIiIS and installed I.A.W. manufacturers recommendations shall Bottom "Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with 3/IL" tap -con with I I/2" penetration at L" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics CJ" l I d I n g D oor Detail from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with 4STM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nall sizing options for installation oP drywall into Spacing Maximum wood framin members Nails Screws 2" x min. t ickness Ceiling Perpendicular 24" 12" 13ga 1 3/8OIRong with 19/L4" head 0.098' diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 Walls Either I6" 8^ 16" 0.080" dia. x 1 5/8" long with 15/44" head Direction OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or 6d cooler nail OR s Walls Either 16" 8" 16" 0.092" dia. xx 1 7/8" long with 1/4" head Direction OR Gypsum board nail 0.0915" dia. alu% x 1 with 19/44" head. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps 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 detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss With (10) IOd x i 1/2" nails ( 24" o.c.) suppporting Max. Islolbs. uplirt 12 41 i'RE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip --�-0 \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses V-1/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar coot. in each row. Substitute Kaycan Pull a Vent vinyl soffit installed precast lintel filled with concrete and (D #5 using 1/8' dia shank x 1.5" long gals, bar coot_ for bottom row over openings roofing nails with 3/0' dia. head per product approval -see chart sheet #1 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 pi-fod insulation on typical 8" Block walls 5/8" thick fight textured = All drywall to be Installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. stucco on typical concrete ao Mortar to be Type "M" only proportioned per FBC R607.1 block construction and Mortar Jonts shell comply with FBC R601.2.1. 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 f) #5 bar vert. ftgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"x4" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade r :,..: '_-TITrT1 III-IIII-III III -I �'�_'� 'IIII-IIII IIII-III � I I=I 1=_1-T1-_ III 111=IIII= I km I=III=I Id - I I I -IIII i 14" x 14" Concrete footing 14' with (2) #5 bars cunt. and #5 TY �' I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'-O" Window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5%'x W-3'/e" 54%a"x 43%4" Seigle Hung ZONE 4 2, V-2'/e"x W-3 %a" 15" x 0 %;' Single Hung ZONE 4 a. 2'-2' x 3'-2W' 21h"x 38V Single Hung ZONE 4 4. 3'-I" x 5'-3 %a" 38' x L3'14' Single Hung ZONE 4 S4%"x 54 Ye" Single Hung ZONE 4 L. 2'-2" x 2'-2" 2S" x 24 %4" Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box On Sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rou h 00ening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O' X L'-8" 41" x 83 %," Fiberglass Panel - Inswing ZONE 4 C 5'-O" X L'-8" 14' x 81 ''/s" Fd"° °octun Sliding 9 Glass Door ZONE 4 D 2'-O" X C-So Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81'h" E 2'-V X 4'-8" Solid Core - Wood - L-Panel F V-O' X V-8" Surface mounted S.C. - Wood L panel over 32' drywall opening G 2'-8" x L'-8" x 1 3;' Solid Core Wood. Steel. or Masonite Door H 2'-8" X V-8' Solid Core - Wood - L-Panel J 2'-4" X V-S" Solid Core - Wood - L-Panel - Br -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 Opt. PATIO SLAB 21'-O" 12" q'-6" Ir' ® I ° ° p t� / EGRESS 12" x 12" Concrete column 21'-O" 8 12'-e" oc i e wit concrete an (2) #1 bars Vert. tied Into O lintels above Q COVERED o ' PORCH 4-�30 _01 MASTER IF °° ° °° BE.DROOM 00 0 0 Flat Ceding Vanit to be high ffi,1 3445" I CAR AT r LOSET M i I Ln 0 N to '-8" A.F.F. a Vaultea Ceding I I o co I Rod t Shelf I c I CLOSET I i LnI I p I A I n cabinet 15" 4'-7" ')" I 6'-4" with outside f ref. wall 10'-1" 4'-3"ov O O I ctl 1 DWI a c Ce6iene Ln o EN 0 LINEN I CAEINET �e I I �a'u Vanity JUNIOR O KITCHEN Vanit , be I 34y5" high MASTER `^ p 8'-O" A.F.F. Flat Ceding I BEDROOM "' Upper cabinets to extend over 0" A.F.F. 14 = Flat Ceiling (Dt REF. 3' G OPENING 1AF-� 3 SheNee 3 6-10� OU1 O Ir-r I I N 33"w knee W apace Q 1 014OOK H.B. T I ;� Panty to be PS \� /' " 34.5" highProvide Auto R-II Betts loser anr Door _ _ _ I 22' x 54' 4"0 Steel Ballard Attic Access See detailonClear wall I with light I sheet #2 space for L----door-2" I Iw O a � MT e UNDRY ®TEM ER£D In line iv 3'-10'I with door I �e to laundry 6- COVERED PORCH Qe� Sc 2 CAR F GARAGE 0 II Batts 8'-4" A.F.F. iY ---------- Flat Ceiling r I 7,_ lock wallainGarageto be struck block 211_OII1. 011 3'-81, I6'-QII 22'-4" Braden It Braden AIAe PA one Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners GARAGE Drawn b : REVIEWED FOR 41-1 S.E. Coconut Avenue THE MANOR 11 RIGHT y CODE COMPLIANCE 21 Tel : (112) 281-8258 C.C.U. (-li2) 281-8283 IMPACT ST. LUCIE COUNTY Fax Spanish Lakes Checked by: BOCC E-mail: bradenaia comcast.net St, Lucie County Florida D.R.B. OF 5 Stuart_ FL S4994 #AAC000032 0 w UC N on O T Ln Comm 4 .7 I � 1.1 t,",,,, I U � /� L I X k./ I >_ %J " 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 2,600 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/ 6 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 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLADATION FL/4N 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—6" to 9'—Il" 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 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade -111 I— I IIII— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Steper oundai on plan 101, (2) #5 bars Cont. bottom steel 12" F DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0' 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Vernfg house slab height in field Top of Tooter 14" below finished floor 1/• ft 30"x30"xl6" concrete = column footing with (4) 1 =1 = #5 bars each wag COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark Size Description FI 14"111 x 14"D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS F 17111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x III COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D ITHICKEN 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 0'-0" Thicken edge to 8"xV with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE ,I it I PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Ad,lust curb height based on gar. floor slope. #5 bar in curb \ SCALE 1/2" = 1'-0" \SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR Vx6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill F.F. 77 —IIII III I— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ARAGE CU ETAIL SCALE 1/2" = 1'-0" 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 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O t 4,' •1• Inge Filled Cell Column NITS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA• FA Architects - Planners 411 S.E. Coconut Avenue KB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 3499L UAAC000032 1211 I 4 — . I— I z -Q-- 12" x 12" Concrete column block filled with concrete and (2) #1 b t t d t 14'-O" IIJIlJ1 i �_1Li_�_i_i_ 1u1uI 1 If r— -- —— —1----- I 12'-pll are ver . ie in o lintels above O 4 I I p Rear 0 Porch Slab to L 1 ,4 be poured separately N from House Slab. Ii 1 ' r I Thicken footing to 14"d 24"L LL 24"w x x 0 ® ", N Q Q I under filled cell under girder bearing_ J FI 17 FI--------------F� Rear Patio/Slab to —— I be flush with bottom of - Q sliding door recess. Slope I" I i1 '1 I I , it , I i {I I I {I I I I I I I FI I I I I I FI I II I° I 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I I , i {I I I io I I I I I i DWI O� I I I I F1 I to i O Fi I �- 100 I I �- I I EO leyi1 0 a I 1 W.H I I / 40co Steel Ballad e I -411 heetde42il on I I QI ©+ I I I 2 I I 15 Panel}' I 4" concrete slab with fibermesh OR cv 1 I OxO #10/10 WWM on 6 mil Visqueen over 6 — — clean compacted termite treated fill N 1 = FI I I 21'-0" r _ _ O � e 10 o � 0�7T I r I — — J 0 I I I Q • I f_ t~ I Q W CIA 14 iL 0I to Q NIT77070 L---------------- --� Recess for q p R----- 12" x 12" Concrete column Garage Door \\\ block filled with concrete and (2) #1 bars vert. tied into lintels above 12° Ir-e° 3'-a" 16'-0° T-8" F W'nne Buildm Corp.ODEL: 9 or P. Date Drawn : Revisions : Sheet —- 9-9-19 REVIEWED FOR ,,� O R 11 T MANOR� GARAGE Drawn bg: CODE COMPLIANCE RIGHT IMPACTChecked C.C.U. ST. LUCIE COUNT . Spanish Lakes by: BOCC I St. Lucie County Florida 0.R•g• OF 5 Comm # 0 I W ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 KeU Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 4" 8d ring shank 'i(. psf 3 4" 4" 8d ring shank 84 psf HZone ** Zone 3a 1 6" 1 6" US wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Column ROOF F A N Provide #5 bars with min. 48 bar Provide #5 bar set in pre -cast diameters overlap Into beam. Tie lintel Into beam where length of l T Scale : 1/2" = 1'-0" filled cell steel into continuous the opening calls for , beam block steel. — Overhangs — Roof pitch at at 1'-0" unless otherwise noted on this sheet -f:12 unless otherwise noted on this sheet Provide Cast -Crete SUB-OB/OT precast lintel set in mortar-. Min. 8" Bearing _ tt4 �• •-..r. 1 Provide PT Buck I;a attached per jamb etails into filled cell " 4" Pre -cast Sill F'y Ua1 77% I:.•'l'I Truss shop drawings to be provided by manufacturer ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Felled Cell to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide 45 bars with min. 48 bar diameters overlap in filled call. Tie �Jfilled cell steel Into continuous / footer steel. Concrete Footing factor schedule or exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg or truss with 10d x 1.5 nails at 4' o.c. Verify with Plan \ n Install Simpson MGT into wall uang mLoYuiet •beam sand rod set IOdmnaile?nto true l2 x la Column Block to Lintel Aul Rebar in. vvcriap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT Attachment n NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/3 CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 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 ASTM D (tgpe 2) 30 Ib felt underlagment 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 deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars 9 r 9 CLEAR Lintel Length Bar Length Clear Span Au Bars B Bars 2'-0" 2' -8" '-L" 2,#3 none i ''<" i i '..•' i��`� r 3'-4" 2'-2" 2,#3 none SIRS-01SAT 8FS-IB/IT 8F8-I15/2T Additional 4'-0" 3'-10" 2'-8" 2 #3 none are CLEAR _ r ..i:a-'.• 4'-4" 4'-4" 3'-2" 2A3 none no Row of "H" 5 -4 ii i „ 5 -2 4'-O ii 2,#3 none .^•:: ti:. Block Above r:',e<6^: .,, 5'-10" 5'-8" 2,#4 none �'' • Precast Lintel r L'-L" L'-4" 5'-4" 2,44 none "^.:..: Additional r 85 bare i �----a t----ir 1'-6" 1'-0" 6'2" 2 tt5 none SPIL-IBAT 8FIL-IB/2T 8'-4" 1'-10" 1'-O" 2,45 none NOTES: ALL reinforcing steel is grade LO. I. min, coverage of steel -IV 2. min. barring regwred a as. end-8' 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark WIMAOW or u Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " Bottom steel Size Top Steel SRO Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-L' 8F8-OBAT 1 #5 300 1501 1024 1­31 2'-V 2'-8" 4'-0' 8F8-OBAT I u5 2561 130 1L3 L45 4'-5" 1 5'-10' 8F8-OBAT 1 f #5 1 1105 909 1 339 1­50 5'-O" 1 v-e or8-01SAT 1 #5 1238 835 121 LLO 6'-9. T-L" SIPS-08/IT 1 #5 1011 121 534 L80 8'-O' 9'-4' 81128-I15/2T 1 #5 2 #5 152 591 612 L90 9'-0' 10'-L' SF8-I13/2T 1 #5 2 tt5 443 530 401 L908 9'-0' 10'-L' 8FIL-18/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-O" II'-4" ore-18/2T I a5 2 #5 582 494 452 LIOOS 10'-0' ll'-4" SPIL-I5/2T ONE 1 #5 2 a5 1 1364 1028 452 L120 IT-O" 13'-4' 8F8-IB/2T 1 85 2 #5 1 411 428 324 L120B 12'-0" 13'-4" 8FIL-18/2T ONE 1 85 2 #5 1015 110 324 LI40 14'-O' 15'-4" SPIL-8/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O' IT-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-0" 11'-4" 8FIL-I13/2T ONE 1 #5 2 tt5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WiTH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Aluminum Drlp Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web �\ Brace Gable end with 2' x 4' SYP 42 — 8Ft back nailed to bottom of top chords using (2) IOd nails at each truss 12 Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSES hurricane anchor at each truss with (10) IOd x 1 1/2' nails ®24"o.c. TYPICAL ( 24" o.c.) supporting Max. ! shop drawings by manufacturer ) 1810103. uplift Aluminum Drip R-30 blown fiberglass Edge t Fascia 1/2" tic stucco on 3/8" hi -rib lath in bottom chord or trusses 12° attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish 2° x L° Sub -Easel na law than 1-3/4" penetration into horizoneai uood framing and 3/4° penatroeion Two rows of beam block filled with concrete into vertical wood framing members and (U #5 bar cant_ in each row. Substitute Keycan Pull o wnt vm4l aoPFiL installed precast lintel filled with concrete and (U 95 bar coot. for bottom row over openings using 1/8' dia shank x 1.5' long gale. roaring nails with 3/8" de. head per product approval - see chart eheeL #1 5/8" thick light textured I/2" drgwall over I" x Furringg strips at IL" o.c. with R4.1 fl—foil 12' x 12" concrete column stucco on topical concrete block construction insulation on typical 8" Block walls block filled with concrete Varies -see b All drgwall to a installed per FBC R102.3.1 and (2) #1 bars vert. tied plan i and shall meet all pertaining ASTM codes. into lintels above . ` #5 bar vert. w/ io Mortar to be Type "M" oney proportioned per FBC RLOI_I and Mortar joints shall complg with FBC R6 1.2.1. thicken edge to 8"xe":' 30" overlap Pravrde Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each Filled cell one 95 bar continuous BEYOND Fill call with concrete and Rear Patio/Slab to tl) #5 bar vert. (t ical). yP be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted ze e foundation plan notes for Top of factor IL" below finished floor Base spacing at openings Step per Foundation plan 4' concrete slab with fibermesh OR Vx4' #10/10 WWM on L mil Visqueen over Slope per foundation plan "r clean compacted termite treated fill IIII=1I IIII=IIII=IIII IIII IIII=IIII IIII IIII= 17-1 IIII-IIII �� -IIII1IIIi,;.III1=IIII=���1=1�� =IIII ��I'- '� 11j=F1-ill 1i11. 3 Ty�)lcal Section at Front FcrcF Scale : 1/2" = 1'-0" W Strap truss to wall using Simpson MGT with Simpson HETA 20 SIP dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxg with ( 2.4" o.c.) supporting Max. (22) I d tn Qn nails Arita truss_ Add blocking to ETA 20 a" .Ltwd nn than mien<t g 1810 ]be- uelift 00A imp IM ;am i I� WIN Metal roofing FL #11451.12 12 to p1gurocid clock using 99 x 1.5" MJV.ATtMUiwL-wmwiu i da all" -min. At- side- laps and r.- ona caps and with 1.215" ring shank nails i'WR 111111111MISIX, SOME -,erard . rows 12" c.c. in field. Attach i L-301 Attic Access I with light a Provide (2) HETA 20_f ETA 20 Simpson HETA 20 straps at this location p hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift 3 X QS N U1 J Q F- `O W n ,A Np NC tip E� 9 tf� u ` N 3 t� PANEL "A" Pales BR Load Wive Description cute cription Wire Load BR Poke 1 20 1.2 km #12 Refrigerator I #L 12.0 km 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen S.A.C. 5 tLDr #10 5.0 kw 30 2 1 20 1.5 kw 812 Kitchen S.A.C. I I 20 912 Bathroom Recepts 9 n oar #10 5.0 kw 30 2 - 1 20 1.2 kw #12 Duheasher II 12 I 20 1.2 kw 1 #I2 Micromave 13 1 14 1 Air Hand) #10 5.0 km 30 2 1 15 814 General Lighting 15 IL - 1 15 #14 General Lighting 11 Is WH #10 5.0 kw 25 2 - 1 15 - $14 General Lighting 14 20 i is - 914 General Lighting 21 22 GDO #12 0.81 K 20 1 1 15 #14 General Lighting 23 24 Spare - Spar* 25 24 Spare Spare 21 28 Spare Spars 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description city. Watts Total(Watts) Small, Appliance, Cmcuit(s),,,,,,, ,,,,,,,,, ,,,,,,,,,,,,,,,, ,Range ....... ......... ......... ......... ................. .Refrigerator.................................................. Microwave Dish Washer . . . ...... .... ...... .................................... Water Heater ................................................. Garage poor. Opener ....... . ......... . ...... 2 1,600 3,000 1 12.000 12.000 1 1,200 1,200 1 1500 1500 1 1,200 1,200 1 1,200 1 1,200 1 5,000 5,000 1 4,500 4 500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10.000 10,000 Remainder 25,1.15 e40% 1 O 10,244 Electric Heat or A/C 10,000 Of 5% 1 10.000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed P® Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light a ,,t= ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet O Computer Connection Jack cti I Carbon Monoxide Detector �12 Flood Light TD Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter © Smoke Detector Ceiling an ® Television Jack ❑Z Telephone Jack a o A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light D� ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN TQ = THERMOSTAT LOCATION B/A = BALANCED AIR ' 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule D AMP 40 conduit sleeve AMP MCB into attic MC13 PANEL AI-IU PANEL AI-IU 200a rated 200a rated meter can meter can n 2" PVC ( FPL schedule 80 2" rigid service FPL em as ELECTRICAL RISER banding Interegetem bonding pant 2° PVC (FPLC=rTermination pant schedule 80 2" rigid service FPL I I ground rode _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS 221 CFM IOxlOx8 COVERED PORCH I I I I I I GREAT ROOM y I - -- I DWI a a I I I 1 KITCHEN o r16 CFM I L- - - - - 7-- 0 Q O F-T Soffit- __-- � 32 xCx4 Yentiu tlm oWDE 12-1 CFM IOxIOxL MASTER BEDROOM 121 CFM IOxIOxL 12x12 12xl2 B/A �� --- IOU 221 CFM loxIOxe I I 9 CFM 8x4x4 CLOSET 3'1 CFM 8x4x4 14" r--, LLI > q0=1 I OOK I LRbell = AJ. __I I I 1s CPM 8x4x4 I i ul Q 40 CFM 48 �M I w LAUNDR Io COVERED PORCH ME Vent thru --soffit OSET I 84W 84x4 JUNIOR MASTER 93 CFM BEDROOM IOx1Ox4 A#IC W.H. r - SEE MANUAL I 22" x 544"0 Steel Ballard ® J and Energg Attic Access i See detail on Calculation with light _ J shoat aZ for Unit Into L _ - _ _ 150 Amp 2 R Panel GARAGE ----------------------------- I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I 1 I I 1 I I I I I I I i contractor shoo torque wigs i. whit -Contractor shall torque lugs LA.W. M ?� C �-I � � I C � � � � � O VT I manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: @ = THERMOSTAT LOCATION SCALE: 1 / 4" = I' - O" I. Use copper wire onlgg from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke i Carbon free of defects for a period of not lose than two years from ordering. The contractor shall prove itffullt rout es s to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the ,lob conditions. � L L I C d entinq Calculations F B C 2309.1 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as calla -per he I 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. Space = 2�{8� Sq. ft. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. e }} I n� I�� t I O 1/150 = I to . 5 8 sq. f t. required 4. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or houghn $'ny ncre 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of thr a diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any othe servllerOVlde A Continuous Vented Soffit S. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A� C Refriq.�r� af�t lines that are run thru slabs must be proper working order, 23. All exposed wire below T-I" shall b aleeved inYYC: I-1. All work shall be done in accordance with the N.E.C. and conduit. d /� A/� /A� 10. ALL A/C Equipment shall comply with energy calculation shall comply ¢ with all local codes and ordinances, and shall 24. Drgggggger Vents to be installed per Braden Braden �A* Ptit 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed sygstem shall be fullg operative. and telephone company, Architects - Planners 12. Contractor ®hall pay for all lees, permits, testingg and Ali S.E. Coconut Avenue inspections including blower testing where required 18. The electrical system shall be completely and effective)g Tel (7�2) as-I-s25s 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax (��2) 28�-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. E-mail: bradenaia�comcast.net thisrk.wo _ Stuart. FL 3499L #AAC000032 Exhaust Duct Thru Soffit Opt. PATIO SLAB / \ 1 WP GFCI MASTER COVER D I BEDROOM PORC r 0 V i V / I / I �r I ` ® I SSmokea /DeuRoon � C O n Combo GIRLAT ROOM li II E 1 I � I I Smoke i carbon \iiaromde Daeee�or,�, \\S �1n� in 4FCI I c GFCI T I / S I 1 F.1"F-1 I / GFCI CLOSET ICLOSET I / \ \` JUNIOR %4,ASTER KI_ CHEN I 1 \ `\ GFCI_ 50 CFM \ rm • 11 , � 111 II Ps 1114"0 Steel Ballard Attic Access See q PC pull chain a I OPTIONAL PANEL LOCATION GARAGE 4" Exhaust W 42"h GFcI Duct Thru a \ 5. --------------Garage ------------- r � W all y I Door Opener LAUNDRY ' \ o �B Btight to Career 11 I I I I Wire For Front Post J - Light 1 wP GFci� \ no 1 COVERED PORCH \ Exhaust Duct Thru Soffit Install oulet under disc. t shown for clarity c 0 W E ,Oc a 30" O a� �tu ) ELECTRICAL FL ,4N m Post Light with �o Photo aril SCALE: 1 /4" - I '_Otl Wgnne Building Corp. TMODEL: Date Drawn : Revisions : Sheet 9-9-19 THMANOR 11 GARAGE Drawn by: RIGHT C.C.U.REVIEWED FOR E - Spanish Lakes Checked by: IMPACT CODE COMPLIANCE St. Lucie County Florida p.R,.g. ST. LUCIE COUNTY OF 5 Comm It IS��I i =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. v go DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30'' BY THE PEAK. CONSULT BCSI I 3Li Span iiL Ilne to Tag line 02fpn. 1'ag approx. 12 of Span. REFER TO BCSI REFER TO SCSI Truss must be set thisway if crane Is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. .Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A! are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not ` designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. A WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. r: SEAT PLATES BY CHAMBERS TRUSS AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' — 24, IN LENGTH!! HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT L!� Do not stand on tru 5ses until they are braced per BCSI & properly nailed to straps and hangers i TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: METAL O O F S SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the Bole authority for _ etermining successful fabrication of the trusses. _ x 2. All dimensions in this layout have been verified by the undersigned.. CORNDERJACKS X o x< 3 Unless written notice is provided by certified mail to Chambers Truss within ten (10)da s of der th ARE NOT BEVELED 1-1 y five a SEE STANDARD o w t ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING. O c r hall have three (3) business days in which to begin repairs required; or to substitute other trusses, at Chambers option. n o o ifter 10 days of delivery remedy will be according to Florida statute 558. ' 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by 7PI & WTCA. 5. Delivery into job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Priceas shown in paragraph 7 below is subject to change 6 any changes are made in this layout. A $50 per hour _ Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of eltvery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" o C. THRU easonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be CORNER JACKS ' _ z4 -dded for all sums not paid wthi n ter ms. --- -- -- 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER DETAIL - ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY eclplent. - 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to -- ---- ------- erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per "-'National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSUTPIANTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached ATED IrnlFn 4 r— 3-15 o -- 1 -00-00 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL The Architect's or Arch shop drawing ap "double check" c The contractor shall for checking field r other construction 2 approval covers,9, review of truss strap structure from r vity their r sp cti Approved By Date. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" �4 END DETAIL: VAULT � 12 Z3-15 O co 1-00-00 -v I un 3 n„ ET i N tit 0 o w ° . 0 cm 1.. F `T1M n- =) rt let,$ representative's i9EVIE\NtC®. IC/'Y REVIEWED E G 1-O 'oval is NOT a he contractor. CODE COMPLIAI amain responsibleuaST. LUCIE COUr asurementsts and teria. Architect's p^^^. C eral roof shape, - ' . - R,�ei./\., 19, and loading on A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. 1141151.1 Trusses must be set and braced per design to prevent injury & damage. Trusses must be set and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES gme can er venue Fort Pierce, Florida 34982.6423 800-551.5932 Fort Pierce 772.465.2012 Fax 772-465-8711 Vero Beach 772.569-2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM Cutlist created from this layout I / This layout sent to jobsite *�slerrara LOADING/DESIGN CRITERIA REOUCtel.e PER CODE SUCH AS SBC1604.6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directior l)yC-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading inPSF Roof R.D.L. Floor Top.. Chord Live 20 0: Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 p Duration Factor 1.25 - 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder ' Bottom Chord C.B. Sheathing by builder - Highest Mean Height. 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing .rift' DESIGN CRITERIA shown above with the gilding department and your engineer, sign Criteria is the responsibility of the gilding Designer and/or Engineer of Record nd uplift loads and Chambers Truss Inc.. Drawing Name: M11439 locations. > SCALE: 1/4" = 11-011 I yp 82 total trusses, 16 unique designs a A.I.A. P.A. Designer: BLW Reviewed by: Date: 09/11/18 Revised 09/21/18 FOR 0�5 V`t ILa `�S�R►� Wynne DESCRIPTION: MANOR / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11439