Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Plans
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D CE 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 V o.c. at all laps and two staggered rows 12" o.c. in field. Attach JAN 1 4 2020 deck to trusses using attachment detail on this sheet ST. Lucie County, permltNng / 12 4 SLOPE o ---------------------------------------------- 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION 3 5/8" thick light textured stucco on tgplcal concrete block construction RIGHT ELEVATION 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 plgwood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced o.c. at all laps and two staggered rows 12" o.c. in fie deck tyY trusses using attachment detail on this sheet SCALE: 1/4" = I'-O" E 12 '. 3 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands 12 SLOPE 4 COVERED PORCH 12 4 1 SLOPE COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 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 deck to trusses using attachment detail on this sheet 7/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX PI wood nailed at 6" o.c. nfield and edges with IOd ring shank galvanized Walla into trues webbing. 12 ..... .77 4 1 SLOPE Finish Columns with 5/8" thick cut coral finished stucco bands 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at 10 o.c. base —board 11 11 r 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts oil 0� L■JI�I 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" FRONT 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 Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Velocity: IL5 mph ultimate Mean Roof Height: IIII'-OO" Roof Pitch: 4:I2 Internal Pressure went: t0.le Subjectabditg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3,_4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 121 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: 0.LDL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.4/=51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components I Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components (: Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? 1ems Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2.600 cai. Presumctive: X Bu Test: bal ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 esf FLOOR DEAD LOAD: 10 esf JOB ADDRESS: qs 5$o1rr;N 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 FLAN Opt. PATIO SLAB FLOOR CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = i'-O" N.T.S. Living A/C = 1. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash poet. Floor Back Porch Total = 210 . , 210 sq. ft. proceeding with work. Flange with 4 - 3/8"Garage = bolts g 455 s ft. q 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion into slab l3/8t 50 ksl steel plate) Front Porch Total = 94 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have - a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 2,485 sq. ft. 4. No dissimilar metals to touch. 2V 2ro S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. h"i 14�" Total Volume = xx,xxx sq ft. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " "3/8" ° 26" 6. Drywall at ceilings shall be leveled and attached to bottom chord 2�" Attach buck to block wall with of trusses with screws per FBC R-102.3.5. be treated. ° ° 1/4' dia. Elco cone screws with min. 1 I/4° penetration 1c o.r max 1. ALL wood in contact with concrete shall pressure c and 4" max from each corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Exterior face 2" x 0 PT Buck of wall - 9. ALL plumbing fixtures to be low flow. aria, 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. a8 wood screws thru jamb into buck i1. Contractor to Provide a 2'-8" wide door at one bathroom for 2"L at each hinge and 15" ox. max and Detail at Door prior to dooaTttSaehmene handicap accessibility requirements. h" 12. Lowest finished floor to be set by Governing Building Department surveyor t0 set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND BLOK TO BUCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door NISTAL ATIONRIOR Heater instalWater lwith 3/16 tapwindows thruu on with blockl 15. 1 1/2" penetration at 6" o.c. max. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner end d 2 ' max thereafter andtaper pradu2c0t„approvalx 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face oil] 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Ior wall Buck to be I' x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies 714? materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C4_15, C514, C630, C931 1"x4° P.T. Buck aimailed lock with case hardened to nails Cg460, C1002, C1041,C1177, CII-18, C1218, C1395, Or C1396 and Shall be installed Detail at Windows prior to window attachment according to the following: (FBC R"102.3.5) 1" 6" PT Buck nailed to Masonry Beam NTS Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for installatin of drywall into Spacing Maximum wood Framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8ollong with 19/64" head 0.098' diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either I6" all 14" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 'I" 12" 13ga 1 5/8"Olong with 19/44" head 0.098' diameter x 1 3/8" long annular -ringed or 6d cooler nail e Walls Either IC. 8' I6" 0.092" diaOR I l/e" long with Direction 1/4" head OR Gg1psum board nail 0.0915" dia. x 1/8" with 19/44" head. x block with case hardened nails prior to door attachmen Install 5GD thru buck into block with 3/14" tap -con with I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max ="+ thereafter at head per product approval q 0 O Use 3/16" tap -con with 1 1/2" penetration at 4" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic tile 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 backers in accordance with ASTM 20. Cement, fiber cement or glass g P : mat �:`:,.:�:•;.:,,• �'+::;�•- C1288, C1325, OR C1178 and installe sum I.A.W. manufacturers recommendations shall Bottom Track Tgpical 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 includingfacings such as retarders or vapor permeable members Installed block with 3/14" tap -con with g P P S 11 d i n D oor D e t a 11 1 1/2'" penetration at 4" o.c. max. Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 9 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 fiSTM E 8-4. At Masonry. Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply 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 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 deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" c.c.) supporting Max. 4 at 24'o.c. TYPICAL 19101be. uplift (shop drawings by manufacturer) Aluminum Drip -�` \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute Kagcan Pull o vent vingI soffit installed 1/9' dia 1.5" long precast lintel filled with concrete and (l) #5 bar cont_ for bottom row over openings using shank x gaiv. rooting nails with 3/8' dia. head per product approval -wee chart sheet #I I/2" drywall over I" x furrin Pr strips at 14" o.c. with R4.1 -foil insulation on tgpical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete T m and shall meet all pertaining ASTM codes. Mortar to be Tgpe M onlyy proportioned per FBC R407.1 block construction and Mortar Jonts shall comp lg with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...) #5 bar vert. w/ 30" overlap FIII call with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes For Base spacing at openings ) 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 4 mil Visqueen over .1. / clean compacted termite treated fill Grade 11 III TYFICAL II� . rill lliil I4" x 14" Concrete footing 14"with (2) #5 bars cant. and #5 SECTION transverse bars at 4a" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5319"x V-3%" 54%"x 63%4,' Single Hung ZONE 4 2. V-2%"x V-3%a" 15" x 63%. Single Hung ZONE 4 3. 2'-2' x V-215" 21h"x 385/;' Single Hung ZONE 4 4. V-1" x V-3 V 38' x 63'/4" Single Hung ZONE 4 5. 4'-5%"x 4'-2%" 54%s"x 54V, Single Hung ZONE 4 L. 2'-2" x 2'-2" 25" 24 %" 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 bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" x T-O" 108' x 84' Overhead Garage Door ZONE 4 B V-O" X C-8" 41" x 83V Fiberglass Panel - Inswing ZONE 4 C 5'-0" X 6'-8" 14" x 81 %a" of Bait" Sliding Glass Door ZONE 4 D 2'-0" X 4'-8' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81'2" E 2'-4" X V-8" Solid Core - Wood - 6-Panel F 3'-O' X V-8" Surface mounted S.G. - Wood 6 panel over 32' drywall opening G 2'-8" x C-8" x I �i' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8' Solid Core - Wood - 6-Panel J 2'-6" X V-S" 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 #1 Ail rough openma dimensions to be verified bg contractor with manufacturers specs prior to construction Braden t Braden AIA. FA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 3499L UAAC000032 H.Bi�_ AiC a in Wgnne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida EGRESS 12'-8" 8" MASTER BEDROOM 8'-0" A.F.F. OL Flat Ceding Vanity to be 34.5" high �\ rr CLOSE I i I` w J} I OC ;r Rod t SheIF F11(0_67 T11, Ln o°_ _ JUNIOR MASTER BEDROOM 8'-0" A.F.F. Flat Carling 13'-2" a 9'-4" W H-II Batts Provide Auto Closer on Do ® 4"0 Steel Ballard 142t ' Aeeix Shia heetl on with light L_____� 5'-2' 50 Amp Panel` 2 CAR GARAGE O R-II B `Y 8'-V A.F.F. ----- Flat Ceiling --- I I I I i Block walls in to be struck 21'-0" u L-2R I2" x I o< (2) #1 lintels COVERED PORCH I 201-8" GREI T ROM 8'-0" to 9' I8" A.F.F. Vaulted 'Ceiling I I I i I Align cabinet with outside of reF. wallI 9' -4" vert. tied into i- I Ln N O _ _ _ BAR TOP Cebieny t 1 0 o NDIIP I r Iff" LINEN CABINET I I ,18"e vanmy I w Vanity to be I KITCHEN O ON 34.3" high 8'-0" A.F.F. Q Flat Ceding Upper cabinets I to extend over REF I J OPENING 5 Shelves WP if 30 OVanity to be WDER 34.5' high © 0 W Ily MA W -3 Clear wall 1 Q IL space for door Y I O 10 eknee in space I space W NOOK a atts g H W x a I o I 101 MT 110M in x l LAUNDR I K o m el (G) TEMPEI ED© In line wiC11th door 3'-10" a to laundrg s COVERED Ln all PORCH A 14'-0" 3'-8" "I II'-B" `I2„ 22'-4'1 35'-O" MODEL: Date Drawn Revisions : 9-4-18 9-25-I8 Client Requested Revis GARAGE Drawn by: II-I5-18 Window #4 M.O. LEFT IMPACT C.G.u. Checked by: D.R.B. Sheet Comm # 2. 18-52 OP 5 11�UC.. I Ulc/L-\L IU 17=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 2,500 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 I0/10 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 FOUND;4TiON FLAN S. 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -Ili, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 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 Pb OF 1400 PSI 15, 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. 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.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at � 8" O.C. max. Provide (1) filled cell On each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from b'—OH to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" 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) L 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 TYPICAL 4" concrete slab with fibermesh OR vxv #lo/lo WWM on 10 mil visqueen over clean compacted termite treated fill Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cost. I4" TYPICAL FOOTING DETAIL J SCALE I/2'• = 1'-V" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation pan 10" (2) 45 bars cont. bottom steel 12" 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 Top of Tooter IL" below finished floor_ Elm Verifg house slab height in field COLUMN FOOTING DETAIL SCALE 1/2" = 1' Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE m; 3 PORCH SLA #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ SCALE: 1/4" FOOTiNG SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS aWith With x 1b" a Curb at Gara ge MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a o'-o'" 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill EDGE DETAIL SCALE 1/2" = 1'-0" 5EE TYPICAL SECTIONS 4" concrete slab with fibermesh OR 6'x6' #10/10 WWM on 10 mil Visqueen over clean compacted ,termite treated fill �f :'•CIIII_ —i I I III i— 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" :FARAGE CURB DETAIL ALE 1/2" _ 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS 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 , O Single Filled Cell Column NTS 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 it Braden AIA, PA Architects - Planners 411 S.E, Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 i O n m1GFY1 INTHINCUt3EDT j II�„ PERMIT" I 21'-O" f----_----L— J 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above I r J Rear Porch Slab to I be poured separately ry I 1 from House 51ab_ to �1 2r-0" I Thicken footing to I I 24% x 14"d x 24"L 113 n under filled cell I „ ,. , O ©t O O f7 G �9 © I� under girder bearing. L — — — — — E — — —;——— — — — — —— , F1 '� Rear Patio/Slab to FI I be Flush with bottom of sliding door recess. I slope I" I r II i4 I I� i r- I 11 I I I` i I I F- I I� H.B — — — — -' ----F— a 24� Ix 9 13 -- `o ® z L — o — 1 ul o I I of FI to I I �- -i 4" concrete slab with fibermesh OR 6"x(." 1*10/10 WWM on 6 mil Visqueen over I �_ I clean compacted termite treated fill I �_ I I �- I to of I I I I to I I o o DWi I I FI I a EI _1 _, 9)I FI (�q I oq -i I I of I I OD i o A/C ©I QI fl L------CIto - - - - a - - - - - - - - - \ I ® 4"0 steel Ballard See detail on 0 I� this sheet 2 -4 I I I lro nel p I I I o f I I FI I p H.B. rr 4" concrete slab with fibermesh OR I I I I [."xi;," #10/10 WWM on 6 and Visqueen over I I n clean compacted termite treated fill a 21'-0" I I FI = a O AI o on1=1 0 F1 W rc W I I 0 T -�1 0In 5I EII N I a I I I Fi WLnne Building Corp. THE MANOR it Spanish Lakes St, Lucie County Florida 18 21'-00, L—----------------J 7n7n-1 Recess for RTm i 22'-4" 35'-O" 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into i lintels above 12'-8" MODEL: Date Drawn Revisions 9-4-18 9-25-I8 Client Requested Revis GARAGE Drawn by: 11-15-18 Window #6 M.O. LEFT IMPACT C.C.U. Checked by: D.R.B. Sheet Comm # 31 OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) _ # x 2 8 2. Minimum Screw Size 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Area Ede Field Fastener Pressu re Zone 1 6" 6" 8d ring shank 45 psf tKe Zone 2 6" 8d ring shank -76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 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 lamn Verify with Plan Column to Lintel vveriap Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete au precast recast lintel set in mortar-, Min. 8" Bearing 12"x 12" dumn Block Reber Attachment NTS Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. I J. F 41, Provide PT Buck (., :1 f Iy:.a attached per jamb ,.•I details into filled cell 4" Pre -coat Sill I'I i, ROOF Poured Filled Cell — FLAN Scale : 1/2" = I'—O" Overhangs at 1'-0" unless otherwise noted on this sheet Roof pitch at -f:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer p es Is h to submitted to e n s h t la all be sub h charges Any h g architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min_ 48 bar diameters overlap in filled cell. Tie �Jfllled cell steel into continuous / rooter steel. 4. Conic rate Footing �.i� lace rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN to CBS WALL Scale: I/2" = I'-0" QS q) 01 SINGLE PLY REAR GIRDER TRUSS < W 1O LL Nail 2' x 4' blocking to vert. Mg of 0 _ `o truss with IOd x 1.5 nails at 4" o.c. r Install Simpson MGT into wall using �� u a �-5/8" dia, threaded rod set min. 120 E O into wet beam and (22) IOd nails into trues N q V' � C 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 Tygpe 2 felt paper using Bid nails. Substrate to be 19/37 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooscrews with self sealing washer at 12' o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 LINTEL SCHEDULE Mark Window or Q Unit Width Lintel Size Cast -Crete $ ecification Rows of "H" Block Above " " Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max Upbft Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-L' SFB-OBAT 1 #5 3049 150 1024 L31 T-6° T-8" 3'-1. 4'-O" 8F8-OBAT 1 #5 2561 1363 10 L45 4'-5' 1 5'-10" 8F8-OBAT 1 #5 1105 409 339 LSO 5'-0" L'-L" 811118-08/IT 1 #5 1238 835 121 LLO 6'-B" T-6" SF8-OB/IT 1 #5 1011 121 534 LBO e'-Off T-4" 81128-I13/2T I #5 2 #5 152 541 512 L90 9'-0' 10'-L" 81128-I115/2T I #5 2 #6 443 530 401 L90B T-O' 10'-L' I BFIL-I5/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-O' 11'-4" BF8-I5/2T I #5 2 1 05 682 1 494 452 LIOOB 10'-0" ll'-4' BFIL-I5/2T ONE I #5 2 1 #5 1366 1028 452 L120 IT-0" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 L1205 IT-O" 13'-4" BFIL-I13/2T ONE I #S 2 #5 1015 110 324 LI40 14'-O" 15'-4" SPI4-I5/2T ONE 1 #5 2 #5 1250 409 259 LILO I6'-0' IT-4" 8P8-IB/2T 1 #5 2 #5 300 192 194 L16015 IC -Of IT-4" 1 BFIL-IB/2T ONE I Ill 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. Aluminum Dnp - Fascia Edge t Flash and Counter flash Nail ledger to gable end truss with (2) IOd rAils at each web Brace Gable and with 2" x 4' SYP #2 art back nailed to bottom Of top chords using (2) IOd nails at each truss — Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 1 1/2' nails t 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip ��� 4 PRE-ENGINEERFED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass % Edge t Fascia I/2" thic stucco on 3/6' hi -rib lath in bottom chord or trusses attached to horizontal and vertical mood 12" Prammg with nails or staples to provideV 1/2" drywall with smooth finish 2" x 6" Sub-Fasci no lea than 1-3/4' penetration into horizontal wood framing and 3/4" penstration Two rows of beam block filled with concrete mte vertical wood framing members and (1) #5 bar cunt_ in each row. Substitute precast lintel filled with concrete and (U #5 Kagcan Pull o vent vinyl eothi metalled bar cont, for bottom row over openings Using 1/6' dia shank x 15' long gale. J.I/2" roofing nails with 3/8' dia. head per product approval -ores chart sheet #I drywall over I" x furringg PI-foll 5/8' thick light textured strips at 14" O.C. with R4.1 stucco on typical concrete insulation on typical 8" Block walls 12' x 12' concrete column block construction All drywall to be Installed per FBC R�02.3.1 block Pilled with concrete end (2) #1 bare vert. teed Varies -sae plan 1 and shall meet all pertaining ASTM codes. into lintels above #5 bar ao Mortar to be T e "M" onl roportioned er FBC R601_1 yp p �60i.2.1. vart. w/ t and Mortar points shall comp y wl h FBC thicken edge to 8"xe° 30" overlap Provide Dur-O-Rock at all wet areas tax. showers, tuba etc.,.) with concrete and at each filled cell one #5 bar continuous FIII cell with concrete and BEYOND Rear Patio/Slab to (U tt5 bar vert. (typicaU. be Plush with bottom of Max. spacing shall not exceed 48" unless otherwise noted sliding door recess. Wood see foundation plan notes for Top of footer Base spacing at openings 16" below finished floor Step per foundation plan 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over e ts Slope per foundation plan "r clean compacted termite treated fill —_ 777 -1-1 IIIII (III 1iii-i111-iiii-ll T�plcal Section at Front Porch 3 Scale : 1/2" = 1'-0" Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24 o.c.) supporting Max. into beam either wet set or in apoxg with „ IRItl Ik. iinLrf HETA 2© (22) IOd�nadpp Into tru a Add blockirla to III 4wi1 t n a4 IMIMIMINIMIMIMIMIMIIFAIMIE M 6 IIIIIIIIIlip 0MR u'we I Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 24" ox.) supporting Max. 1810 lbs. uplift II H N N � X 4 � yJ O U Q1s� � C— dn- W 10 Q ui N C ^ LLM U- E O N to V- W N W Provide (2) HETA 20 straps at this location REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC -7-2-19 - - - - - - - PANEL "A" Poles BR Load Wive arc# cec# Desceptiw Win Load BR Paka 1 20 1.2 km #12 Refrigerator I Range #6 12.0 ku 50 2 1 20 1.2 ku #12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen S.A.C. 5 L Dr 410 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. -1 e 1 20 - #12 Bathroom Recepts 9 10 Air Con ear #10 5.0 kw 30 2 1 20 1.2 km $12 Dishwasher II 12 1 20 1.2 km #12 Microwave 13 H Air Hand) #10 5.0 Ile 30 2 I 15 - 814 General Lightng Is 16 I is - #14 General Lighting IT is WH #10 5.0 km 25 2 I 15 - 814 General Lighting 19 20 I is 814 General Lighting 21 22 GDO #12 0.81 KW 20 1 I 15 814 General Lightng 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description city. Watts Total(Watts) General..Lgfiting..(3, watts.,aq,,ft,)... ..................... Small, Appliance, Crrcult(s). . . . . . . . ..... ... . ..... ........ ,Range,,,,,,,,,,, ............... ............................. Refrigerator. , , . _ Microwave .................. ................. Dish. Weaher................................................. Clothes, ,Washer ............................................... Clothes..Dryer................................................ Water Heater Garage .Door ,Opener ... . ... . ............................... 1135 3 1 5,205 2 1.500 3,000 1 12.000 12,000 1 1,200 1,200 1 1500 1500 1 1,200 1200 1 1.200 1,200 1 5 000 5,000 1 4 500 4 500 I 810 810 Total Watts 35,615 First 1 )000 Watts e100% 1 10,000 10,000 Remainder 25,415 940% 1 O 10,244 Electric Heat or A/C 10,000 e65% 1 10,0001 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical 5 mbol Legend $ 1Single Pole Switch ® Recessed Can Light Si Double Pole Switch ® Eyeball Recessed Pis Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light aterpr grown au t circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 'cril Carbon Monoxide Detector 412 Flood Light TD Thermostat ® Electrical Panel 0 Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack ncoioi'sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Fa = JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = BALANCED AIR 121 CFM IOxIOxL MASTER BEDROOM 123 CFM IOxIOYA 14x14 B/A R1 108 •-1 B/A �y� -_ - - - -- i�1 221 CFM IOx1OxI9 I 0 L?S 31CFM Vent thru IOXAX4 SoPPi�-- -- AiC SEE MANUAL "J" and Energy Calculation 7-2-19 for Unit into FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C dies. A/C dine. #2/0 AL SER Cable (3) 3c1 THHN Copper With #I Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit 15C0 40 conduit sleeve 15O Into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can n Intersystem bonding 2" PVC ( FPL Termination pant schedule 80 2" rigid service FPL #a f& C,al"Ya�zed rods ELECTRICAL RISER Intersystem bonding 2" PVC (FPL Termination pant schedule 80 2" rigid service FPL GEC BarA,#o, wer.W1' I grand rode ALTERNATE SERVICE ELECT. RISER CLOSET JUNIOR MASTER BEDROOM 93 CFM IO)dOxL W.H. Steel Ballard See detail on this ahest 2 CAR GARAGE 12" 16,40 L9 611al COVERED PORCH I I I I I GREAT ROOM ON 4N OE 2m� 'xy{20 r - ,- F I�\ I -a \I ILN l r I F� W, li �> r22" x 54" I Q IAiUe Aceam Lwith_fight_ __ _ _J 1( LRc = J 15 CFM 1044 L ------------------------------� I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 I I 221 CFM IOx1Ox8 IZL CFM loxioxl I - - J Nev 40 FM a IOxLx5 AUNDRY W I rc ° COVERED PORCH Soffit ----Yen( Lhru - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which - Contractor shall use AL-CU Landing lugs. NTS -Contractor shall torque lugs I.A.W. manufacturers recommendations which M I V T 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 O = THERMOSTAT LOCATION SCALE: I/4" = 1`011 ELECTRIC NOTES I. Use Copper wire only from panel to devices Carbon 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 20. All equipment and panel sizes shall be verified ordering. The contractor shall provide circuit before t�ngg,�o 2 3 Attic Venting Calculations 2. Provide and wire all required smoked Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 1� C,. 3. Contractor to verify location of electrical year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called For on he plans - Total Attie Space 2481 sq. ft. 4. service and provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any that may have been damaged. or as selected by others. V I n Ratio 1 / 1 DJ O = 1 � S 8 sq f t required S. ALL exterior outlets to be WP/GFCI protected . +_11-.i _e. bIPPd .� ,, aria r. other phase of installation iL i i. r rLP intent nr tkPAP nlnnA to show everu minor detail through 22• All raceways and pipes placed in or through a �t't y conc a e -P . . . g Exhaust Duct Thru Soffit - - WP GFCI Install outet under disc. in not shown or Q clarity U A �C Opt. PATIO SLAB MASTER BEDROOM L \ \ I \\ I ' O I O�'\ Smoke Carbon Manowde Detector Combo WP GFCI T� I CGS/VERED PORCH ii � GREAT GFCI Q = R o6b m \I � ll I Ili I � CLOS�T II u N � I 11 GFCI I 1 I .j / I I� / ! IN550 CFM-- FAN I CLOSET I smoke / Cerban IMo,, Comb se•eee/ I.,I ` GFCLn a a W JUNIOR / �I / ! I I i KITC EN Ln / ! GFCI / 50 CFM GFCI / FAN GFGI _T / - - / / Q / I o0 \ \ 42"h GFCI � O CFM PBS DER \ il ; 14 0� ,�4"4 Steel Ballard r !2' Aeeise See detail an with fight this sheet L wi - - - 4 T, Exhaust Duct Pull- chain .r I / I Thru Soffit 150 Amp light in attic Pp I / 1 / I Panel 2 CAR / GARAGE OPTIONAL PANEL NOOK LJ LOCATION \ 42"h GFCI ` m " r-----------------ge--------------� 1 Q Gara Duct Thrut I Door I / Wall Opener i rc I I I // LAUNDRY - 11 Wire For I I Front Post wP GFcI I I Light I I COVERED I I /I PORCH OC i J 0 30" x R LCTRC f /4L FLAN Post Light With P"t^ fell \ TI 1. Tamper resistant AFCI receptacles are required In of construction. The contractor she furnish an installlargest conduit or pipe from an other service. _ ALL rooms. all items for a complete electrical system and provide all g pp y Provide A Continuous Vented Soffit 8. A/C Return Air Balance Must complyy w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A C Refri r� qnt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-I" shall be installed sleeved InYc conduit. /A� /� p /� Date Drawn Revisions 10. ALL A/C Equipment shall coin I with ener calculation IZ. All work shall be done in accordance with the N.E.C. and Braden It Braden A�Ia"Ile I- r"'t MODEL: py gy shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per UJ(nne Building Corp. 9-4-18 9-25-18 Client Requested Revis 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FEFC RMI502 Architects - Planners GARAGE contractor, the completed agstem shall be Fullg operative. and telephone company. Drawn by: II-15-18 Window #b M.O. 12. Contractor shall pay for all lees, permits, testingg and 411 S.E. Coconut Avenue E MANOR 11 LEFT inspections including blower testing where required, 18. The electrical system shall be completely and effectivelg Tel : (112) 281-8258 C.C.Ii. 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. IMPACT Checked b interference with the progress of construction. Fax (rade 288comca 3 Spanish Lakes g: 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenala comcast.net against the public liability and property damage For the labels where applicable. Stuart. FL 34994 #AAC00003.2 St. Lucie County Florida D.R.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT`( BOCC Sheet Comm E 18�S2 OF 5 A =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. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI A 313 To u Span Spre er Bar L Tag [,no �q'2mf 2/0 to �� Tag line approx. V2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way 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. A of a ` / - Y AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C -Design requirements. Consult with Building Department and A/C Contractor. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT EMBRG WALL @ 81- 1rr d #i I y,_ AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR ii SPEADER BAR OF 18 - 24 IN LENGTH!! HIP CARRIER LOCATED ABDIMENSIONED DNLAYOUT �I & Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 4 _ m CORNDER JACKS rc ARE NOT BEVELED. V f SEE STANDARD, ENGINEERING. Uz Z ,O aO i I t 24" O.C. THRU CORNER JACKS ONLY 24" t' 1 1/7 ..( ..___ CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 4r 3-15 -- -- 1-00-00 c90 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days In which to begin repairs required or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida statute 558 4. The undersigned acknowledges receipt of'BCSI' summary sheet by TPI & WTCA 5 Delivery Is to job site It s the buyers responsibility to make the lob site suitable for delivery. Chambers Truss has 1 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. Price as shown in paragraph 7 below is subject to change B any changes are made in this layout. A $50 per hour e 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 elivery if buyer cannot accept delivery of fabricated trusses, The undersigned agrees to pay Chambers Truss easonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be doled for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the ' ecipient. j 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 ANSI/TPIfWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. The Arahltoek's or representative's prohlteo€e shop drawing approval is NOT a "double chock" of the contractor. The oantili ohm" remain':rosponslble.. for checking field Measurements and other construction criteria. Architect's approval Covers gone"' roof shape, review of truss stropping' and loading on structure from gravity and uplift loads and their respect a oeati Approved By Date': Braden & Braden A.LA. P.A. REVIEWED FOI CODE COMPLIAii ST. LUCIE COUl` BOCC TED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. 19111111 Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury 8r damage. Trusses must be set plumb and square Do not set bunks or stack of pl®d, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Olean 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 C;tl'is-t/created from this layout This layout sent to jobsite SCE / (�l ll LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6A DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category 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 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: M11439 SCALE: 1 /411 = 1 r-Off 82 total trusses, 16 unique designs Designer: BLW Reviewed by: _ -74 4fo/ Date: 09/11/18 Revised 09/21/18 FOR Wynne )-3 f4e6o%S AI� 10W* DESCRIPTION. MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11439