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HomeMy WebLinkAboutBuilding PlansFinish Columns with 5/8" thick cut coral finished stucco bands 12 4 1 SLOPE .H. . COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood neck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4" 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 dock/to trusses using attachment detail on this sheet - - — \ I. O 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION 5/8" thick x Win cut4, L coral finished stucco bands T EGRES O ® 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with selr sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4 o.c. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet —� RIG��T ELEVATION -------------- thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" 12 SLOPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 do. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet LEt ! =-LM li 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 SLOPE 4 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL M1451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (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 trustee using attachment detail on this sheet IIEGRESS 5/8" thick x 8% cut coral finished stucco bands FRONT 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2" drywall on 2" x 4" studs at 14" o.c. MERE l 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ed nails. Substrate to be 19/321, CDX Plywood nailed at 4" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 � ICI fG�II ICI I� 2'-2" ELEVATION 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 Code Residential: Lth Edition and ASCE 1-10 for Wind Loading kwlding Building esign is: Enclosed Risk Categor : II Wind '- " Roof Pitch: Velocitg: IL5 mph ultimate Mean Rgot Height: Internal Pressure Coefficient: to -IS Subjectabihtg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L Adjustment factor for Exposure Height: 0.12L ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.LIDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L par Roof Zone: 2. +20.6/-H_01 psf Roof Zone: 3. +20.L/-84.0 psf Com orients t Cladding Wall End Zone Width: 3'-4" p Roof Zone I Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat 0 Walls Zone 4 Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes ME= Roof Zone 2 Continuous Load Path Provided7_y§A Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE base -board 2" x 4" P-T. bottom plate Minimum Soil Bearing Pressure:2 500 psi. Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS ®= Corner Zones Roof Zone 3 \ 4" concrete slab with fibermash OR 4"x4" #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill Interior Dion—Bearinq Partition ROOF LIVE LOAD: 3'11 psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD• J-5— psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS:n FLOOR PLAN CRASH POST DETAIL AREA CALCULATIONS 1-f20 f TYPICAL NOTES: SCAT-E 1/4" = 1'-0" N.T.S. Llving AN/ - sq. t. I. Contractor to verify ALL notes and dimensions prior to 34" high by 4° diameter Back Porch Total = Floor = 210 sq. ft. 311 ft. proceeding with work. steel crash post. Garage Flange with 4 - 3/8" Entry = sq. 28 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 aiab (3/8"t 50 kal steel plate) Total Under Roof= 2215 sq. ft. a minimum IAO0 P.S.I. fiber stress. G"N Total Cubic Ft = 13,%0 4. No dissimilar metals to touch. 2'h" 2'r," S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to 0 '° VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13,e„ z " „ b. Drywall at ceilings shall be leveled and attached to bottom chord MASTER 1 of trusses with screws per FBC R-102.3.5. 2/�" Attach buck to block wall with 1/4" dia. Elco cone screws with min. BATH I I 1. ALL wood in contact with concrete shall be pressure treated. o ° I I/4" penetration at 1c o.max iAV-i and 4" max from each cornerr thru I 1 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �2Exterior face 2" x G" PT Buck 2" " i,4v-I 1 9. ALL plumbing fixtures to be low flow. of wall- arias 2" ,. wN-I 10. Contractor to Provide Drain at water heater in accordance „ a we -I with the current edition of the Florida Plumbing Code. LAUNDRY " 11. u Contractor to Provide a 2'-8" wide door at one bathroom for #e Wood screws thru jamb into buck at each hinge and 15" o.c. max and 2„ -ET handicap accessibility requirements. 2" 2" " Detail at Door prior to door attachment 3„ -I „ 12. Lowest finished floor to be set bg Governing Building Department G" h NTs Z' VTR IL 1° AAV 1 �I s I surveyor to set in field. INSTALL VULKEM BLOCK SEALANT 1 2" KTtCHEN 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK I Inv-i 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION 2" 3" Water Heater Install windows thru buck into block with 311Vtrod top -con with BATH #2 „ we -I 3 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er I I/2° penetration at G° o.c. max. FBC R302.9.1 thereafter atn,laimbe and 20 o.c. 3" 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 45O per FBC R302.9.2 Exterior Face at head and wll per product approval 3 Col " 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4' PT " flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation aries materials exposed on the underside of the roof deck or on the attic walls shall comply To septic with F.B.C. R316 - see permit info box of code edition 18. Gc� psum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 I"F.T. Buckt kse P L U M B i N C.rt RISER C460, C1002, C1041,C11II, CIli8, C1218, C1395, or C1396 and shall be installed block h hnrded Wads Detail at Window prior to window attachment according to the following: (FBC R102.3.5) Masonry Bea Drywall Location Orientation FramingI" Member Max. spacing Nail sizing options for x 6" P.T. Buck nailed to KTS block with case hardened nails to door Thickness Spacing Maximum of fasteners Screws Installation of dr wood framing mein wall Into ers prior attachmen Install SGD thru buck into 3/IL" to - block Node 2" x min. thickness , ' with con with L" Ceiling Perpendicular 24" i" 12" 13ga 13/B'OlRang with 19/L4" head °` _:-.. penetration at o.c. max. from eah earner and 20." o.c. max 0.098" diameter x 1 1/4" Ion g thereafter at head per product approval annular -ringed or 5d cooler naiOR Walls Either Direction 16"141. s° 0.080" dia. x 1 5/8" long with 15/L4" head p O o Use 3/I6" to con with p- OR 1 1/2 penetration at L„ o.c. max. Gg1psum x board nail 0.086" dia. 5/8" with 9/32" head. from each corner and 20" o.c. max thereafter at sill per product approval Ceiling Perpendicular 24" -1. 12" 13ga 1 5/8" lloong with 19/64" head O I"x 6" P.T. Buck Walled to 0.098" diameter x 1 3/8" long bwith case hardened nails b colock annular -ringed or Ld cooler nail d Head prior to door attachment 10l- Walls Either IL" 8" 16" 0.092" diaO xx 1 l/8" long with 1/4" head Direction OR fixed door Gg1psum x board nail 0.0915' dia. 1/8' with 19/64" head. sliding door 19. ALL ceramic file surfaces installed shall conform to ASTM A108.1 thru A1OB.6, ry Masonry Wall �_ : A108.1, A118.1, A118.3, A136.1 and A131.1 == 20. - dance with ASTM Cement, fiber cement or lass mat gy sum backers 1n actor h rV -- - ::.,.•.:::.:;:`�.�'`:..`. ;.;:;:::' C1288, C1325, OR C1178 and installedpl.A.W. manufacturers recommendations shall Bottom 4Track Typical Flooring be used as backer for the wall tile 1n tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed g p PSlidingI block with 3/Iti tap -con with I/2" penetration at L' o.c. max. D OOr Detail within f Ioor-ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approval Jamb NTS developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga_ 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Simpson HETA 20 or equal hurricane enehor at eeeh truss 12 With (10) IOd x 11/2" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max 4 at 24"o.c. TYPICAL 18101be. uplift (sho drawin s b manufacturer) Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent vingl eorfit i usingg 1/8' dia shank x 15' long roor, nails with 3/8" dia. head product approval - ace chart all 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap at each filled cell Grade #I TYPICAL SECTION p g a CQQQQQQQQQ xxxjjxxxxx yR-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar cont. in each row. Substitute precast lintel Filled with concrete and (1) #5 or Cont. for bottom row over openings 1/2" dryywall over I" x furringg strips at 16" o.c. with R4.1 fI-fod -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlyg proportioned per FBC R607.1 and Mortar Jonts shall compty with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #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 ribermesh OR 6"x6' #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill 14"w x 18"d Concrete footing with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = I' Window Schedule Mark Size Roucih O en. window Descrl tlon PRESSURE ZONE I. 4'-Sko"x 5'-3i8' 54ke"x L3%;' Single Hung ZONE 4 2. V-2ks"x 5'-3 %" 15" x 43 %;' Single Hung ZONE 4 3, 2'-2" x 3'-2%2" 2l'h"x 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3%" 38" x 63'/4" Single Hung ZONE 4 S. 4'-5%'x 4'-2 %:' 54%'x 54 ys" 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 O enin Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-00 X C-8" 41"%" x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-o" X L'-8" 14" x 81 i," ;;°" Sliding Glass Door ZONE 4 D 2'-O" X V-e" Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81'/s" E 2'-L" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 4'-8" x 1 %" Solid Core Wood, Steel, or Masonite Dom H T-8" X C-8" Solid Core - Wood - L-Panel J 2'-V X V-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 28-1-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net Stuart_ FL 34991. #AAC000032 21'-0" 1 O' -O" Opt. PATiO/SLAB alEl I 100OI 0 EGRESS 12" x 12" Concrete column block filled with concrete and O (2) #1 bars Vert. tied Into O lintels above PORCH MASTER WIRE LATH STUCCO CEILING o BEDROOM ° 8'-0" A.F.F. ro © - Fiat CeilingJE °Ell I I I 1 19 1 1 1 1 IF-11T 000° 4" 12'-8" I in Q I I 8'-0" to 9'- S" A.F.F. Vaulted Ceiling Vanity to be 34 ?2 high I I ° o 20'I 8" ° I Rod t Shelf r GREAT 1 ° - � ROOM i l71 ;I- I N I� O 0 r 1 1 2" x 6" knee -wall � below counter top L 0 S E I Irr, r 1 �I 1 all D OF' od t Shelf O BINET © p DiNINCs ROOM 18 -O" to 9'-8" A.F.F. t4l" HIGH WALL Vaulted Ceding I ° I 8'-0" A.F.F. m I O ° I-I/2" OVE HANG 1 Flat Ceiling I Q CHEN r =n Upper cabinets to end over Ref. I ill o,_5n ;a ° THIRD NON -VENT BEDROOM o - - - OP3 G in O 8'-0" A.F.F. OIL it if N W J Flat Ceiling �r O J "' W.H 22' x 54" W ,t{ o - Attic Access I B IZ I R-II Beau Inw aGan -0„ 4„ 3O„ 4„ 3,_4„ ? 3y with light J AAAp 1 - Provide auto ai I 4"0 Steel Ballard -1 4f I See detail on this sheet closer J J uble Linen Double 150 Amp Ha in Ha in IL P nel 8 ° 22„ 1 B H ,-2 II s GARAGE o H.B. ,4 y, yht h 1 I m 81-4" A.P.F. ' Flat Ceilingb �n ° ry Hanging Double ® r-----------------� - Block wall in ° MT I garage to be struck block iJ ° °I I M EG$ SSY O urn 4 5„ „ 4'-9„ no u V u a�� I I F in I I IL if ° ° 00 UE E ;1. SECOND ry BEDROOM 123 p; 8'-O" A.F.F. OL Flat Ceding ° ° 14 EGRESS n °O O O 0 T-2" 9'-4" 2'-2" 2'-8" 2'-e" 3'-G" 9'-0" 5'-V WL-wne Building Corp. THE ROYALS Spanish Lakes St. Lucie Countg Florida MODEL: Date Drawn : Revisions 3-21-20 GARAGE Drawn bg: RIGHT C.C.U. Checked bg: D.R.B. REVIEWED FOR CODE COMPLIANCE :ST. LUCIE COUNTY A/C IC Sheet 2. OF 5 O i v- iv Comm # 12-101 B 0o v 14'-O" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 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. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDA70N FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, B. A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 301 STEEL, II. ALL DOWELS, SLEEVES, CONDUITS. INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER iN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimenslons before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 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 L'-O" to 9'-11" 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 Fill cell with concrete and IN Thicken ad a to 8"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F© 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY ® 8"W x 8"1) ITHICKEN SLAB EDGE WITH I 95 BAR CONTINUOUS ®14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" at each filled c (U #5 bar vert. (typica . i 9 Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Woad 46" unless otherwise noted one #5 bar continuous (."xi;" 410/10 WWM on 10 mil Visqueen over see foundation plan notes for clean compacted termite treated fill Base spacing at openings GRADE 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade m 7 F-II IIIII—II�1 1II 1III❑III❑I�Ii—III IIII Illllliiiilllllll I il��ii 111���� 14"w x IS"d Concrete footing with (2) #5 bars Cont. and #5 transverse bars at 48" c.c. TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Cxb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per y foundation plan d #5 bars Cont. bottom steel DETAIL AT GARAGE STEPDOWN �1 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 14" below finished floor SCALE 1/2" = I' Grade PORCH SLAB EDGE DETAIL #5 bar Cont. in curb - Curb height Verify based on foundation plan 30"x30"AC concrete *. column footing with (4) 111=1 I—i I i- #5 bars each way 30" OLUMN FOOTING DETAIL SCALE 1/2" = I'-C) ARAG SCALE 1/2" = I'-U" #5 bar Vert. w/ 30" overlap at each filled call Fill cell with concrete and 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. (1) #5 bar Vert. (typical). Filled Cell Masonry Column With One —Max. spacing shall not exceed #5 From Footing To Tie Beam 48" unless otherwise noted see foundation plan notes For Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR 6"xv uio/lo WWM on 6 mil Visqueen over clean compacted termite treated fill ❑ ,):;t .; -� I I I1 I1 I1 I I I1 I --����- 1114% x 18"d Concrete �footing „ with (2) #5 bars cunt. and #5 transverse bars at 48" o.c. RB DETAIL SCALE �� 2" x 6" PT wood secured with 1/2"dia. x f" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood iamb 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. Single Felled 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 0 I 0 12" x 12" Concrete column Opt. PATiO/SLA block filled with concrete and p (2) #7 bars Vert. tied Into I u I lintels above w I ° ° I� —— O J 0O° O° O° i i i i I I I I I] ° 1 1 1 1 I Filled cell under I FI I girder above I Rear Porch Slab toyJ I 4„ FI I I � be poured separately I from House Slab. L 1 I N Thicken footing to "w x 14"d x 24"L I r FI Rear Patio/Slab to - I be flush with bottom of sliding door recess. _i ° 1 I Slope I" I I _i I I -i _i I I -i �I I �I I I 0 under filled cell Us under girder bearing. I J I FI I I I I 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 II-i I I -i Ell MI °i I FI I of I I I I H.B. LI FI I I o TE °I to uDU I I � =Nn I I LL 4 I FI I � I I � I Contractor to provide (rl proper foundation chairs or proper steel ins ally ion ° i _ 30" min. Double Filled Cell Column Corner Steel Lap NTS nt5 -2" Braden it Braden All, PA Wginre- Building Corp. Architects — Planners 411 S.E. Coconut Avenue THF. ROYAL E BTel (112) 281-8258 Fax (112) 2 ®Z-8283 5pani€h Lakes E-mail: bradenaia comcast.net St Lucie County Florida Stuart_ FL 34996 #AAC000032 I ° � O I° I FI I I ❑ ° — —2— — — — I 4'-0„ I--- ------ — Steel Ballard I See detail on this sheet I I concrete slab with fibermesh OR I6"x6" #10/10 WWM on 6 mil Visqueen ver I clean compacted termite treated fo I 12 I t_ I I I I I n I o o LU LU o I Recess forLn I N — — — Garage or — — — J I in 6 0 0 r 9'-C 2'-2" 2'-e" 2'-e" E '-6" I _ 9'-0" 3 4" 13'-101, 5'-4" MODEL: Date Drawn Revisions Sheet Comm # 3-2'1-20 GARAGE RIGHT Drawn by:E�lI1=WED FOR 3 12-1(�1 ^iaDE COMPLIANCE , B ChecC.Cked CD Red edBby: T. LUCIE COUNTY OF 5 ROOF SHEETING ATTACHMENT DETAIL i. ninlmum Ivan a¢e = as ring snanic uniri. `.0 ivriy. 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof 3 stated in permit info box on t�ese plans for zone Area Ede Field Fastener Pressure Zane 1 61, 61, 8d ring shank 45 psf 1Ke Zone 2 dl" 41+ 8d ringshank 76 psf Zone 3 4#1 -4'" 8d ring shank 8-4 psf ** Zone 3a 61, 4,, 98 wood screw 112.6 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column ' Verify with Plan Rebar 1.48 Bar Dia. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing -- 12 "x 12" ilumn Block Rebar to Lintel ,attachment NTS Provide #5 bar set in pre -coat R C O F FLAN Scale : 1/2" = I"—O" lintel into beam where length of the opening calls for it. — Overhangs at 1 r—Ori unless otherwise noted On this sheet e PT Buck ed per jamb into filled ci 4" Pre -cast Sill — Roof pitch at -4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured frilled Call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Trusses at 24" o.c. / see shop drawings bg others Provide #5 bars with min. 48 bar diameters overlap in filled call. Tie Pilled cell steel into continuous footer steel. R-11 b SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4" blocking to Vert. leg of truss with 10d x 1.6 nails at 4' o.c. II Simpson MGT into wall using din. threaded rod set min. 14' wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 layer of ASTM D Type 2 felt paper using ed nails. Substrate to be edges with CDX Plywood nailed in 6" ods in field \a and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12 d 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.23" 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 `\ Additional Precast Lintel n 11 u u #5 bars Lintel Bar Clear A B '( CLEAR Length Length Span Bars Bars 2'-10" 2'-8" 1'-6V1 2 #3 none 3'-4" 2'-2" 2,#3 none 8F8-OBAT 8112-8-I5/1T are-IB/2T �, Addtional 4'-O" 3'-0" 2'-8" 2,#3 none #5 bars ILEA �;,::'; . �404'-6" 4'-4" 3'-2" 2A3 none no Row of "H" j Block Above j 51 -411 5'-2" 4'-0" 2 #3 none none ;................. f''.r 'r Precast Lintel + Additional-411 5'-4" 2,44 none ,�----y #5 bars >if 1'-6" 1'-O" 6'-2" 2,#5 none 8f IL-IBAT BFIL-IB/2T 81_4,: 7'-10" 1'-0" 2,#5 none NOTES: I. min. coverage or steel-1.5" 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. 3. standard ror reinf. ateel=ASTM A4I5 TYPICAL LINTEL SECTION t PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Caat-Grata Specification Rows "H" Block Above " Steels size S:sl Siva Max. Gravity (PLP) Max Uplift (PLP) Max Lateral (PLP) L22 2'-2" 3'-6" 8Fa-OB/IT 1 85 3069 1669 1024 L31 2 e' 4'-O' 81118-OBAT 1 #5 2561 131.3 11.3 L45 4'-5" 5'-10" are-Os/IT 1 85 1 1105 1 904 339 L50 so -on 6'-6' or8-OB/IT 1 #5 1 1238 1 835 121 LLO 4'-8' T-6' T 1 #5 loll 121 534 Leo 8'-O" 9'-4" or I #5 2 #5 152 591 512 L90 9'-o" 10'-6' 1 #5 2 #5 1.43 530 401 L90B 9'-0" 10'-6'T Mor-8-15/2T ONE 1 #5 2 #5 1533 1183 401 LIOo 10'-O" II'-44 1 #5 2 #5 582 494 452 LIOOB 10'-0" ll'-4' T ONE 1 95 2 #5 1366 1028 452 LI20 12'-0" 13'-4" 1 #5 2 #5 411 428 324 L1205 12'-O" 131-4" 8FI6-IB/2T ONE I #5 2 #5 1015 1 324 L140 14'-O' 16'-4' 8FI6-IB/2T ONE I #5 2 #5 1250 409 259 LI60 IV-0" 111-4" or8-IB/2T 1 95 2 #5 300 192 194 L160B u'-Off IT-44 8FI6-IB/2T ONE 1 #5 2 #5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 21, x 6" Kagcan full a vent vingl soffit installed using 1/8" die shank x 1.5" long gaiv. roofing nails with 3/8' dia. head per product approval - we chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tii into lintels above thicken edge to 8"x8" with concrete and 1 one #5 bar continuous BEYOND Top of footer 14" below finished floor d 12 4 F_— 1/2' Aluminum Drip Edge d Fascia Flash and Counter f lash Nail ledger to gable and truss with (2) 10d ils at each web on 3/8' hi -rib lath ntal and vertical wood r staples to provide Y penetration into min g and 3/4' penetration Pramma members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 2 I ,; .6 ceiling transition 6.------ ided using metal studs 'erify exact configuration Les R-30 Batts II baits Drywall ceiling see typical section Celllng transition Insulation Detall nts Wood Base Brace Gable end with 2" x 4' SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each duos RE -ENGINEERED WOOD TRUSS e 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 and (l) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over IN x furringg strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining A5TM codes. n Mortar to be Tgpe "M" only proportioned er FBC R6o1.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 611x4,, #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill E �Ijx 1111-1�11 3 Typical Section at Front Forch Scale : 1/2" = 1"_0" Strap truss to wall using Simpson MGT with Simpson HET,A 20 5/8" dia. threaded rod with min 12" embedment --- -..L-_ hurricane anchor at each truss _ a ssi -2-19 PANEL "A" Piles BR Load Wire Description arc# sire# Description Wire Load BR Piles 1 20 1.2 kw $12 Refrigerator I Ran a #6 12.0 km 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 t Orgar #10 5.0 ke 30 2 1 20 11 kw #12 Kitchen S.A.C. I e 1 20 - #12 Bathroais Recepts 9 10 Air Cond sor #10 5.0 km 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 L2 kw #12 Microwave 13 14 Air Handler #10 5.0 kw 30 2 I 15 #14 General Lighting 15 IG I 15 04 General Lighting 11 IS WH #10 9.0 ke 25 2 1 15 *19 General Lighting 19 20 I 15 #li General Lighting 21 22 GDO #12 0.81 K 20 I I 15 #14 General Lighting 23 24 Spare Spare 25 2L Spare Spare 21 28 Spare Spare 29 30 Spare PANEL 'A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts aq. ft.) Small, Appliance, Circuit(s) . . . . .. .. .... .... . . . . ...... Range......................................................... Refrigerator.................................................. Microwave Disfi . Washer ................................ I— .............. Clo;hap,,Washer............................................... Clothes..Dryer.... . ... . .............................. . Water H.....eater . , , ...... ...... .......... Garage, Door .Opener .................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1200 1 1,500 1,500 1 1,200 1 1.200 1 1200 1 1,200 1 5,000 5,000 1 4,500 4,500 I SO 810 Total Watts 351.15 First 10000 Watts e100% 1 10,000 10,000 Remainder 25 Li5 e40% 1 O 10 24L Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,2116 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® 1 Recessed Can Light Sil Double Pole Switch ® Egeball Recessed Ps Push Button Switch Sf Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light special Receptacle ♦ Wall Mounted Light -.9Waterproof ground fault circuit3U PO Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light O Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑t Telephone Jack AC DIED A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN T� = THERMOSTAT LOCATION B/A = BALANCED AIR Z-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 AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can Interaystem bonding Intersystem banding 2" PVC ( FPL Termination point 2" PVC ( FPL Termination paint schedule 80 schedule 80 2" rigid service FPL 2" rigid service PPL Opt. PATIO/SLAB PORCH I 1 IL3 CFM I IOx1Oxi 1 Center) Registers on Icelling fan 1 1 I BEAT OM DINING ROOM THIRD BEDROOM 84 CFM lox6x6 Vent thru I �I B 7 215 CFM 12xLxl SECOND BEDROOM i' iCJ 12x12xwl B/A IL3 CFM IOxlOx1 12" 41 CFM 139 CFM lOxlOx1 M STER B ROOM 139 CFM IOxIOXI I I 12xI2xIO B/A i' r- a ------ ---- /1 12xl2xI0 B/A 1 8 CFM ex4x4 I 1 ° ITCHEN I l44 CFM 1ZZ 22" x 54' Attic Accew with light i - - - - - - -4"� Steel Ballard See detail on this sheet GARAGE 0 150 Amp Panel (-----------------� I I I I I I I I I 1 I I I I I I I I I I I I I I i-� 1 v , v v �aaiv "riuvc� tl ground rode lnd rods tsalVanZlQa ground ground rods �I I'I //\1` I\\`II /`v/ ,i/\i` H A ` I I ^ ,t L LAYOUT ICAL RISER ALTERNATE SERVICE ELECT. RISER SCALE: 1/4" = 1'-0" shall use AL-CU Landing lugs. NTs LLsU - Contractor shall use AL-CU Landing lugs. NTs shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. rs recommendations which manufacturers recommendations which rified prior to construction shall be verified prior to construction /KIC Rating prior to ordering equipment - VeriFg AIC/KIC Rating prior to ordering equipment ELECTRIC DOTES: 1. Use copper wire onlg from panel to devices to 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required f Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 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 called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. 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 through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. 9. A/C Return Air Balance Must comp)g w/ FBC RM1402 A(C Refriq� r nt lines that thru be the requirements necessary for the equipment to be placed in are run slabs must sleeved in C proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT 10. II. Equipment ALL A/C Equipment shall comply with energy calculation All 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. Dryer Vents to be Braden t Braden AIA, PA work shall be performed by a licensed electrical meet all standard requirements of the local electric utility installed per FBC RMI502 11. contractor, the completed st�stem shall be fullg operative. Contractor shall for all leas, and telephone company. AfGI1lteCtS - Planners 13. Inspections All pay permits, testing, and including blower testing where required. work shall be coordinated with other trades to avoid 18. The electrical system shall be completely and effectiveig Coconut 41� S.E. Coconut Avenue grounded as required by the latest edition of the N.E.C. Tel (l"i2) 58 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' Fax ('1�2) 28Z-8283 against the public liability and property damage for the labels where applicable. E-mail: bradenaia8comcast.net duratio e work. Stuart, FL 3�f996 #AAC000032 Wynne Building Corp. THE ROYAL Spanish lakes St. Lucie County Florida Vent thru --Soffit A#C SEE MANUAL "J" and Energy Calculation for Unit into Exhaust Duct Thru Soffit Opt. PATIO/SLAB ' ®\ WP GFCI `I PORC� V / r I I GREAT ROOM MASTER BEDROOM ISnake ! Carbon O I rionowds Detector Carbo I I LO;SET I 1 i I� I DINING I ► GFCI ROOM G C~ / �GIfCI ,V�..GFCI C LE \ -------W3�2' ?� 3' -2" �24"A 1 � t 1 \ V c�v - - - - 2"h GFCIJ Pd 22' x 54' \ \ - I 11 Attic Acce I \ ` \ 11H tv I with light i \ I \�4'e Steel Ballard 1 (111 \ 1 \ Q I See detail on this sheet / - I Pull chain Pc Ight in attic / O 1 \ 1 OPTIONAL PANEL / / 15O/ Amp LOCATION_ t'anel smoke ! carbon I ' 42"h GFCI Monoxide owider Ac14U 11 =E) GARAGE/ / O© II I Garage Door / Opener SBCgND BEDROOM I Oil - Wire For e Front Post Light D wP ci W oc -v u� Center Post Light on tU a This corner ent intg a io - sq. t. require p �o I �v CV al rn - >v Post Light with Provide A Continuous Vented Soffit v � /Photo cell S� MODEL: Date Drawn Revisions Sheet GARAGEGE 3-27-20 RIGHT Drawn by: REVIEWED FOR C.C.U. CODE COMPLIANCE Checked by: ST. LUCIE COUNTY D.R.S. OF 5 Exhaust Duct ,Thrc Soffit 14" Exhaust Duct Thru Wall wP GFCI 7 Install owlet C] �L under disc. not shown for clarity A/C i----------------- I I I I I I I I I I I I I I \ I I I I i ELECTi�IC/4L PLAN SCALE: 114" = 1'-O" FBC 230`i.1 Attic VentingCalculations Total Attic Sppace = 2481 sq. ft. V R I/150 - 16 �8 f d Comm # 12-B101 A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH =LIFE SAFETY WARNING ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 35' -- -35' - 21' - _1.4_ — - - --- 14 - - - - _ 1" ING NOTE 2-1 1 „ 2 "116" 2'-116" 2 1 SPAG------- 16 ;,'_L R SSE ARE TO EE SET IlIto DON'T LIFT TRUSSES m m m m m m mil m m m m m So m ao AT 2' �ti-.'JTER WITH SPANS LONGER THAN 1 r F EXGE- A 30 BY THE PEAK. -- ---__J CONSULT BCSI 12 iv J2 iv N � J2 MULTIPLE PLY TRUS SES MUST BE J2 J 4 Ja ASTENED TOGETHER PER ENGINEERIN J4 o BEFORE SETTING. REFER TO J6 r J6 ENGINEERING DRAWING TO DETERMINE J6 A IF MULTIPLE PLY. J6 + V���/ L mrGRC 30' S an'',or less 30' to 60' Span GRC P = �\. Spreader Bar - A6 ,. .. decree S p A6 Dr iess r ! I A4 7 —� Line ess f—A rof 2 anto-_i III �`\ \ A3 _O� I� nP SOC•"I Q�O'OX a 1 /2 o Sp A3 REFER TO BCSI ig REFER T:i b'..5'' Truss must be set this. way if. crone used. �' T this we crc-e „sect m e, .rues ,.st be Y . I � � A2 me W nmtn„. This its on example, truss y not matt - ss is an e.emplet war tress y ^, A2 insl=-t crane operator sets truss tnls way. .Insist crane operator sets truss this way. .I i l A, All load bearing walls, headers, Al \\' beams & lintels must be in place 77 A Al ,I , at indicated height before trusses ® are installed. ALA, \\ A, J 'I N N AN�1-lR NG�T� \ A 1 R 1-i Al " IN 121 \,� 2 13-7- /12I i I INT. 13'-71„ Al UNLESS NOTED ELS EWHERE ON THIS LAYOUT, THESE TRUSSES2 UNL � ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT Al A, WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Al Al Carrying Girder For Truss to Truss77— \ Al cc Co nnections nnectlon s see I hanger/connector Nails must be as Al Al shown. Guide tabs o ` schedule In engineering Dome angle nails. package. At 1 Al ---- o © � \ Carried Truss - - - - -�---- --- --- ----�- -- --� o A A HIGCARRIER LOCATED AS DIMENSIONED ON UYOUT I - A A Z) � 2 _ A ED to LdWEa NGS �/ nNE NOT BEVELED. ~d' Win O SEENMETV2Y A Lu LO ENC NEEaINa o$o LOU l N.IL � U A - A FQ� QQF_ - -A U11 (I / w _J wU � W 0 C. THRU CORNER JA ONLY CKS-_,�1 - Z CORNER DETAIL A F_ 0 A —.— _.— o OVERHANGS NOT SHOWN FOR CLARITY (Y m Q PU CO Q w_ w_ A A Z3Z Z�F r A SEAT' PLATES BY CHAMBERS o rR A A N N co G A A 7' SETBACK BOSTON HIP TRUSS T SETBACK BOSTON HIP TRJSS BH7 BH7 :. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER GRB r i� GRB AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR ? J3 J3 �5 B I, B00, B B I I GRA GRA o I 12/��0@ �. 4.00 f— •F�9 6 .jv9 0 t nTC ic- I _ - 4 17- 1 - - 1'_g4" 1' 84" heel =3 15116" 15-10 - 5'-4" 2-279' 6" 2' 2" 2'1 92'1 6 4" 15'-10" -- PLUMB CUT END 35 - - -- 2 x 4 Top Chord BEARING HEIGHT8'-1 GARAGE LEFT TYPICAL END DETAIL GARAGE RIGHT 27 TRUSS DRAWINGS ARE ATTACHED TO IAYO FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagram layout, which Is the sole authority for determiningsuccessful fabrication of the till 2. All dimensions In this layout have been verified by the undersigned. _3. UWorse written notice Is provided by certified mall to Chambers Truss within tan (to) days of delivery the undersigned agrees that no backcharges will be allowed.. in the event such wrtren notice Is furnished Chambers Truss shall have three (3) hugness days in which to begin Del required, or to substitute other trusses, at Chambers optlon. 4. The undersigned acknowledges receipt of 'SCSI 1-03- summary sheet by TPI & WTCA. -6, Delivery Is to Job site. It I$ the buyersresponsibility to make the Job site suitable for delivery. Chambers Truss has the sole allthodty to determine the suitability of the Job site or a portion of the Job site for delivery. Chambers Truss will be responsible for dump delivery only. f additional The buyer Is responsible or a dlt oral dell via ex arises If Chambers T Yd rasa via delivery p s to redeliver bemuse job ette Is not prepared for delivery or buyer Is not prepared for delivery of trusses, sayer is responsible to Chambers Truss for towing costs duo to site conditions.. 6. PAce as shown Iq paragraph 7 below Is subject to change If any changes are, made In this layout. A $60 per hour fee 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. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may. be made at scheduled date of delivery If buyer cannot acdepl' delivery of fabricated trusses. The undersigned agrees to pay Chambera..Truss reasonable attorneys fee for collections In event of payment not timely made. 1-12 % per month service charge will be added for all sums not paid within terns. 6. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. I In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default In. payment for material be made by the recipient. 10. In the event of any litigation conceming this agreement, the items famished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Ll County, Florida. 11. Designresponsibllll are per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIrrPUWTCA 4 - 2002" DATED ...y . SIGNED , FOR TITLE - Asplsaderbar may berm" per"BCSI1- "tmpreventInjury&damage.. Multiple ply trusses must be fastened togethar per engineering before they are set; failure to do so can result.ln roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses, Trusses must be set and braced perdesign to pprellsttt injury & damage. Trusses must be set plumb and square Do notset bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause roilapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 ' Fort Pierce 772-465-2012 Fax 772-466-8711 Vero Beach 772.51119i,20ill8itect's or AW 772-286-3302 ect's representativ'i shop drawing. approval is M®T a "double check- of the contractor. The contractor all remain responsible for chocking field measurements and. Other construction criteria.. Archtect's approval covers general roof shape,. review of truss.. strapping, and loading on structure from gravity and uplift loads and their re a tive location Approved By f'. 92 0/93.2 MITEK 4.2 Or an &Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE J Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 ;, ` ;) I' Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 - - Roofing Material Metal Roof a Loading in PSF Roof R.D.L. E I`r'I 0 Top Chord Live 20 o _ a - Top Chord Dead 7 4.2 w Bottom Chord Live 10 Non -Concurrent w tv c Bottom Chord Dead 10 3 d>1 TOTAL Load 37 7.2 N Duration Factor 1.25 a In Speed 165mph v ~ Top Chord C.B. Sheeting by builder, Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11324 L.LI Scale: 1 /4 = 1' LL! 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 ' ^ FOR Revised: 3/05/2020 U) WYNNE BUILDING CORP. Q DESCRIPTION: ROYALE VIEVfSD1F0RISTOMER INITIALS EACH PAGE j°D uc1=4 13occ�� �as7"