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Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2t. 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 ftlipe 2) 30 lb felt underlayment installed with min. i side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nods s aced 6" o.c. at all laps and two staggered rows 12' c.c. in field. Attach ��L to a....... •....... sY Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L 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 ftlips 2) 30 Ib Pelt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered row& 12" o.c. in field. Attach dark to trusams usina attachment detail on this sheet /8" thick x II cut )ral finished stucco bands b/d- thick cut coral coral finished stucco bands finished stucco bands RIGHT 1\/ j� T Ir O SCALE: 1/4' - 1'-0' im- EVATI CN NOTES: IIIII.J V Y111Yn VYY VVI MI bLnLGV Uri PUPIL sir L.VrIL.1 w6c; fin lshed stucco bands block construction REAR ELEV,4TION SCALE: 1/4' - II Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof Itch at -I unless otherwise noted R � Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - A n/� changes t O this i s plan n Shall be submitted t 0 the architect c h i t e c t 2L ga ra crimp metal roofing attached to plywood seek using o er x 1.5" 24 a. 5v trim metal roofing attached to t od deck using #9 x 1.5' 7 p wood screws with self riderla washer at ed o.c. max spacing over ASTM D p g p �° g (type 2) 30 lb felt underlayment metalled with min. 4 aide laps and L" and woo screws with self sealing washer at 12' o.c. max spacrg over ASTM D for approval in writing prior to starting construction. laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails (type 2) 30 lb felt underlayment installed with min. 4 aide laps and L and I ?aced L o.c. at all laps and two stagggered rows 12 o.c. in field. Attach laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails - Return L- Stucco B a n d S into Window Or Door. deck to trusses using attachment detail on this sheet spaced 6 o.c. at all Ispa and two ataigered rows 12 o.c. m field. Attach deck to trusses using attachment detm on this sheet e 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPE :. . �W-I" T.O.B. 12„ 12" �' `r ED F . QR 8'-I" T.O.B. L-LH. ®®®®G:tQ P�r.� Ci A .' 1: 12° - 2" ST, La D U 111 n ®®® ® °" 5/8" thick x 8% cut ❑ 5/8" thick x 8"w cut t 4 coral flnlshed stucco bands o coral finish stucco bands OIi 5/8" thick x 8% cut coral finished stucco .: .. -... o bands 5/8" thick light textured ®® stucco on tgpical concrete block construction "" w. a ra a Finished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O'-4" A.F.F. 5/8" thick light textured 5/8 h thlclkmeutw Finis Floor ------------ Co coral = � n stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4' - 1'-0' SCALE: 1/4' - 1'-0' Product Approval Submittal Affidavit Opening 8ohedde SIMI Douse, OverLesd Doarw. smaing Doare, Windows & Slglights Opening Type XOA/rL NUI�R Product t Manufacturer Glass AttachmentmethodDa Pramurs of Approved provved Toots 1.2.3 t4 FL# 239.3 Single Hun ® g SH-100 Impact PGT 5/10 1/4' $a. tapcoors r/ rim 113/8' penetration o ¢e +pace per psi act approve. Contractors all attire to inn. edge distances specrrie l in Product approval + 80.0 PSf - A IG-0330.02 Overhead Garage Door Model 824/811 9'-4• max rrdth IL'-O' max hoght pqg r"nr6 Ms air . s• sib re.c awes amilsi+,e r j 9.4 k 1 w 3""-/4' 10-9-21 + 50.0/-40.0 per FL# 14614.1 Fiber lass 9 Design Pro/ SmoothPro Jeld-Wen dia. t eon with nn 1.25" embedmernt at 3' nax orners and, 1.5' o.c. max. thereafter sin head and limbs F + 50.0 PSF FL# 251.5 Sliding Glass Door Series 1l0 SGp PGT 1" mom " "prrProduct Type GSA tapcons a/ on. I f3/ panetratrC approve. ontraeLoreo+ I/2' edge detances specified in Product approval - LO.O PSF Product NOA/I NUMBER Yodel Manufacturer Attachment Method EZOIMUM Da Design TITmoure of Approved Toots Ml11hoD8 FL# 21I.1 1' x 2 3/4" x .315' PGT Install par fastener type and spacings shown in Table lA and 113 in product approval on sheet 5 of 12. + 58.0 PSF ROOF FL# 11651.12 5V Crimp Metal Roofing g Gulf Coast Supply and manufacturing 2i aa. 5v crimp metal radmg attached to plywood deck using a9 x 1.5' soosi straw with self sealing sashay at 12' c.c. max sliaeirrg over ASTM 0 (tope 2) 30 lb felt underla&mant installed with inn. 4 side taps and G and I" (,stoned with corrosion resistant tin caps and nth 1.25' ring shank nob �ecad L o.c. at all laapps and two at gered roes 12" o.c. m bald. Attach dock to trusses using ITdistal on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kayean Install using 2" x 2' battens at L' o.c. screwed to soffit framing using tt8 x 3' wood screws at each truss. Install aofPit to battens using Q,I " din. x 1.5' lond rI shank nails with 3/0' dia. bggd- +55.0/-35.0 PSF Hurricane,.. Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on " x 4" studs at 14" o.c. base -board' NILilliI 2" x 4" P.T. bottom plate 4" concrete slab with fiberme&h OR 6"xL" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill interior Non -Bearing Partition n 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 Balding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Holding Damon is: Enclosed Risk Category II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'_O' Rod Pitch: Q2 tInternal rym Pressure Cioef i�cient. tQl@Subjectabditg to damage Prom: Weathering: Negh ib�le Termites: Vera Heavu Width d Rod End Zone.._3'-4e Wind Speed:IG6mph ultimate Wind Exposure Clas ification: C an 1.21 x O.L 0.12G Adjustment factor for Exposure Haight: ASD demogn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; OADL+OAWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-332.6 pal Rod Zone: 2. +20.6/-51.0 list Rod Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: ''-��" Components ill Cladding Wind Preswre (NET) - aalf�one: 4. +35.8/-38.1 Pat p - Rod Zone I Wall Zone: 5. +35.8/-41.8 oaf Walls Zone 4 Components t Cladding Wind Prs a (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? yes Zone 2 Continuous Load Path Provided? YYam�ss ;Roof Walb Zone 5 Are Components an Cladding DeM Provided? Yes END ZONE Mirsmum Sal Bearing Prassa e: 2 m. Presumptive: X BID Test: psi SEE RODUCT AP ROYAL F RIM ACT P O E TION F R O EINGG - Corner Zones Rod Zone 3 ROOF LIVE LOAD: 31 lief ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: I twit FLOOR DEAD LOAD: 10 Pat JOB ADDRESS: rlt a copy FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verifg ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 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 shall be 3,000 P.S.I. concrete and/or 4,000 F.B.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements.= 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w•H• = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per F 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall complg with F.B.C. R31L - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C960, C1002, C104-1,C1171, C1118, C12i8, C1395, or C139L and shall be installed according to the following: (PBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of Ptis fasteners Nail sizing options for drywall into Spacing installation of Maximumrw s Screwswood framing members 2" x min. thickness Ceiling Perpendicular 24' 12" 13ga 1 3/8" long with 19/44" head 0.098' diameter x 1 1/4' longannular-ringed or 5d cooler nailOR 0.080" dia. xx 1 5/8" long with Walls Either 1G" IL" Direction 15/44" head OR Ggpaum board nail O.OSL" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/L4" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail 0.092" dia. xR 1 1/8" long with Walls Either 16" 8n IG° Direction 1/4' head OR Ggpaum board nail 0.0915" dia. x 11/8" with 19/L4" head. CRASH POST DETAIL N.T.s. 34" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts Into slab (3/8"t 50 ksl steel plate) 6" o �2" in p 41 21/2„ 0 0 R302.9.1 BC R302.9.2 I' x L" P.T. Buck nailed to Masonry Beam block with case hardened nail / prior to door attachmerq Install SGD thru buck into block with 3/I6' tap -con with �- 11/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to A5TM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-T8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingg smoke developed index not to exceed 450 When tested in accordance with ASTM E 8-4. Insulation shall complg With P.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24ga. 5v crimp metal roofing attached to plywood deck using u9 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 G" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails s aced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurneane anchor a each truss with (10) 10d x 11/2' nails ( 24" o.c.) &uppporting Max. 18101bs, upidt Aluminum Drip - Edge t Fascia 2" x G" Sub -Fascia Kabcan full o vent vinyl soffit I umnga 1/8' dia shank x 1.5" long roofrib nails with 3/8' dia. hsad product approval - see chart sl 5/8" thick light textured stucco on typical concrete block construction a5 bar vert. w/ 30" overlap at each filled cell Grade al _ I" TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) ♦R-30 blown fiberglass in bottom chord or trusses -1/2' drumall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (l) 95 bar cont. for bottom row over openings 1/2" dr wall over i" x furring -strips a� IL" o.c. with R4.1 fi-foil -insulation on typical 8' Block walla All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M' onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) Fill cell with concrete and (1) a5 bar vert. (typical). -Max. spacing shall not exceed 48' unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx(V #10/10 WWM on L iml Visqueen over clean compacted termite treated fill 14" x 14" Concrete footing with (2) u5 bars cont. and #5 .e. TYPICAL SECTION transverse barn at 48" a Scale : 1/2" = 1'-O" fixed door sliding door 11/2" AREA CALCULATIONS Living A/C = 14 46 sq. ft. Front Porch = 1,41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11.568 2" VTR JL I 1 1 I VTR Master(/ I 1� Bath ko; I W.C. shv.it. onlil C.O. septic PLUMBING RISER i" x V P.T. Buck nailed to block with ease hardened nails prior to door attachment Masonry Well Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with S l l d i n g D 001" De a I I 1 1/2' penetration at 4" o.c. max. from each corner and 20.' o.c. max thereafter at Jambs per product approval Jamb At Masonrg Wall NTS 114 Window Schedule Mark Size Rou h O en. Window DescriiiDtion PRESSURE ZONE I. 4'-5%"x 5'-3 o "kso,x L3%' Single Hung ZONE 4 2, V-2 Ya"x 5'-3 %a" 15' x 63 %' Stogie Hung ZONE 4 3. '-28 x 3'-2 1/2x 21 %2"x 38 %a" Single Hung ZONE 4 4. 4'-5%s"x 4'-2%s" I 54%"x 54Y9" 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 L JZ Door Schedule Mark Size Rough 0 pening Door Description PRESSURE ZONE A go -On X 7'-O' lose x 84' Overhead Garage Dow ZONE 4 B 3'-O' X L'-8" 41 i/4"x IIII Fiberglass Panel - Insising ZONE 4 C L'-O" X L'-an 14" x 81 ''A" TM°ne :t"B Shding Glass Dow ZONE 4 D 2'-O' X 6'-8' Solid Core - Wood - L-Pans -Bi-Fold Finished 24' x 81 %2" E 2'-L" X L'-8° Soled Core - Wood - L-Panel F 5'-On X V-e" Sohd Core - Wood - 6-Panel - Si -Fold G 2'-8' x L'-8" x I %," Solid Core Wood, Steel, or Masorete Door H 2'-e" X L'-8' Solid Core - Wood - L-Panel J 2'-L" X V-e" Solid Core - Wood - L-Penal - BI-Fold K 2'-so X 6'-8' Sohd Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor With manufacturers specs prior to construction o I ;r 14'-0 OPTIONAL O PATIO/SLAB ao oD e EGRESS ° n ° MASTER BEDROOM inn 8'-0" A.F.F. Flat Ceding --u) A/C Meter O l0 Rod t'Shelf _ d tg to le v 1 N hiv I �nj tihCLOD E 1 g I IK ,r� N I Rod t IShelP I a _4DI� I Dw SATH - ~� ~ 4 e I o KITCHE� O L--1 A.F.F. - Flat Ceiling 7O6'-10'-5" pper ca inet$ to ext nd over grRef. j O i'waY NW-Vmf. 12" x 12" Concrete column / block filled with concrete and (2) u1 bars vert. tied into lintels above Covered Porch �A8'-O" tol9'-8" A.F.F. Vaulteld Ceding GREAT ROOM I I I I I x 4' knee wallJilli B' O" to T-8" A.F.F. Ku counter top 41VI Vaulted Ceiling DINING ROOM I ♦ I Vanity to be 34 Y2"high (414) 9Y4" 1r-O 5/1 High Wall I v_fi�n � (V erTiang - - 1R-II Dot ne,aelafi W.H.A 4 4eelBallard see detail sal .01"ho i ZZ' z 54" 17" I F j 1 i+t Provide auto I Am hAacew p I closer � - - - - J - a2° 150 Amp a 4" _o„ P nel /� in GARAGE O -4" A.F.F. Flat Ceding O cv Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20' o.c. max. Exterior face at head and will per product approval of wall -, / \ Buck to be I' x 4' FT r-----------------i Block wall in -1 T garsga to be struck block I I I I I 1 14'-6" 1 I I A I t't F I� 11 �I i • Flat Ceding 11'-6" SECOND BEDROOMN m k I ]_III o., EGRESS ii=s a_-i i 0 C V E R D 12" x 12' concrete R C with con rote and (2) into lintels 6' 2" II'-6° 9'-0. 1" 3'-52'-8" 2'-8" 3 15'-10" 5'-4" I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION 3'-4" Exterior face i in 4 block filled ra vert. tied I O \ 6" an :a 4'-2" 5'-4" ,I Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 1 1/4' penetration at 12" o.c. max and 9' max from each corner thru 2' x V PT Buck NTS Braden t Braden AIAe PA Wes(, nee Building Corp. Date Drawn Revisions Architects - Planners 9-4-19 411 S.E. Coconut Avenue T � �, Grand Carlton GARAGE LEFT Drawn bg: Tel : (12) 28-8258 C.C.U. Spanish Lakes Fax : (112) 281'1-8283 E-mail: bradenaiascomcast.net Checked bg: Stumirt PI- 'A4gdL 2AAr�nnnna") St. Lucie County Florida D.R.B. aD n- N. N wie thru ,Iamb into buck and 15' o.c. max and attachment NTS Sheet Comm # 2_ 12-2� B OF 5 STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9, DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" iN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 '1• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all ,4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from �'-O" to 9'-I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade LO, 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. ° �r #5 bar vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VxV 810/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F I TYPICAL FOOTING DETAIL SCALE 1/2" 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per . foundation plan 101, (2) #5 bars Cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN C�P".Ai C 1/7" = 1'—n" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of factor IL" below finished floor 30" - OLUMN FOOTING DETAIL Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"xb" #10/10 WWM on 10 and Visqueen over \ clean compacted termite treated fill GRADE PORCH SLAB EDGE DETAIL SC`OLP 1/2" _ #5 bar vert. w/ 30" overlap at each filled cell EE TYPICAL ECTloxs Adjust curb height based on gar. Floor 4" concrete slab with fibermesh OR slope. Vxb" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" ® F.F. Grade AQift C —(III 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" _� GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"die. x 6" anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Ad O :§ O ,ti Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, PA Architects - Planners III S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 20'-0" 10'-O" PATIO/SLAB r o �o o ° °0 L ° o i ° r----- — — — — i° 8 z ©`_ J ® ©1 l° J QI O Filled cell under girder above 24„ l o Rear Patio/Slab I r J to be poured separate u1 ®I O from the house slab. ° I n I o I Thicken footing to 24"w x 14"d x 24"L I I FI under filled cell I a " under girder bearing. Lim — _ _ — — — — 1:711 1 1 1_ — — — ° ° , m I Rear Patio/Slab to U c be flush with bottom of I ° nI sliding door recess. Slope I/2" U_ I :- i 1 I I'° I FI I H.B. I I I 4" concrete slab with fiber ash OR I ° ° 6"x6" 1110/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill o ( °I I° �- o I l �- I ° I ° H.B. 10 n A/C ° r— 'Z------- #I l 44 Steel Ballard FI F5 filled w/ Concrete 0 I I pvv I I � y I I EaW I I I I >4J I I I I I I ° I 2 I L— i I c o° l o i3a _ I ry u`O o I o�U F51 -----_ ° IQ VOW W I T-T-T- T - T -T- ° ° I V I 14'-6° I IL — ® Recess for — — — _ J ° r I —I Garage Door ° ° --- °°--------- ° 71 3'-5" 9'-0" 3'-5" J C-2" J© II'-6" © 6' one Building Corp. The Grand C Spanish Lakes St. Lucie County Florida W IL 12" x 12" concrete column block fdle with concrete and (2) #Z bars vert. ti Eo OV, G� I lintels above ``► VIP CO ►�®�. GG 150 FOOTING SCHEDULE Mark am De taxi I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUMf.JCW1C-0" Date Drawn Revisions : Sheet Comm 9-4-ICI LEFT GARAGE Drawn by: cI 12 _ 2 / .c.u. � �o Checked by: D-R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plgywood 4. Use nails or sc ews basqd on ress re for root stated in permit into �ox on these pans for zone 3 Ke Area Ede Field Fastener six. Cessure Zone 1 6" 6" 8d ring shank 45 paf Zone 2 " 6ii 8d ring shank -16 par Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for r of stated in permit info box on these plgns for zone Verify with Plan Concrete 12"x 12' / Lintel I-1 Column Block Vg-1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lint&l Attachment Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel X�- Provide Cast -Crate = SUB-OB/OT precast lintel set in mortar Min. 8' Bearing Provide 95 bar set in pre -cast lintel into beam where length of the opening calls for it. b 6 1 i ll'i ovide PT Buck .ached per Jamb mis into filled ci e 4' Pro -cast Sill � Filled Call Provide 85 bars with min. 48 bar Qiameters overlap in Ned cell. Tie Pilled call steel into continuous Pooter steel. Con crata Footing lees footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truce with 10d x 1.5 neils at 4' o c. :r Install Simpson MGT into sell wing 5/8' dia. threaded rod set inn. 12' \ into set beam and (22) 10d nails into •trwA TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS n 1/8" thick light textured stucco Installed per ASTM C 126 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tp agapdailatLitcunsfd .; M SCHEDULE to be 19/3ZCDXPlwoousing o.ifieldand edges with 10d ring shank nails into studs. Mark Size and Description I Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled With concrete and 1 #5 bar 2L ga. 5v crimp metal roofing attached to plywood dock using 49 x 1.5" Bi continuous in each row. Hook vert. bar over t bar WILh wood screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90° bend bar with a 10" min. la at L harp (tups 2) 30 lb felt underlagment installed with min. 4 side laps and V and p top laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in Field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #6 ban Lintel Bar Clear "A" V,' Fa CLEAR Length Length Span Bars Bars '; "}r' i i •3 i i S r i T-10" T-8" 1'-6" 2.#3 none 3'-61, 3'-4" 2'-2" 2 #3 none 12 OFO-Ob/IT �O-� 8F8-�/1T _,Additional 4'-0" 3'-10" 2'-8" 2.#3 none Simpson HETA 20 or equal 4 p Mr5, #5 bars .� • herris • ar� chor at each trues4`-6" 4'-4"3'-2" 2,#3 none sth10 IOd x 1 1/2' nak (24 ocJ aupporUng Max or t.•. IckRAbovve.H. u ; 5; _,: 18101bs up iPL Zfx ,,�5-2 4 O 2,#3 none ,%ti:'5'-10"5'-8" 4'-6" 2.#4 none recast Lintel f .vy� jAdditional' i 6'-6" 6'-4" 5'-4" 2#4 none Aluminum Drip - Is. ---- op #5 bars Is. ---- Al Edge i Fascia 1/2' thick " �'-6" �'-O" 6'-2" 2.#5 none attached to AIL-Id/1T &f16-pS/2T 2" mamma Nth NOTES; 8'-4" i'-10" 7'-O" 2.#5 none 2" x L' Sub-fasei m 1. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" ALL reinrorcing steel is grade 40. Kagcen full o vent vinal soffit installed 3,0 standard for ramp. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Unt SWidth I goatSpecifCratn Above s° tom Sane To;, airs � � Late o L22 2'-2" 3'-6' 81111O-OB/IT 1 86 3061 i661 1024 L31 f J; V-r 4'-0' BPO-OD/IT 1 #5 21W 11 143 L45 4'-6' I III OFO-OB/IT 1 i5 W5 101 331 L60 6'-0' V-0 OF8-05AT 1 #6 123E an TA L60 6'-O' 1'-6' ape-01 IT I a6 loll 121 634 LOO 01 1'-4' OFO-IS/2T 1 i6 2 96 152 611 612 11.10 1'-0' 10'-6' 8F8-IB/2T 1 86 2 86 643 530 401 1105 1'-0" l0'-6" OFI6-I5/2T ONE 1 $5 2 i6 533 no 401 LI00 10'-O' m-4' BP8-I5/2T 1 #6 2 $5 582 414 452 1.1005 L120 10'-O' r1'-o' 111 W-4' OPli-I8/2T OFO-IB/2'r ONE � I � A ib i6 1 2 2 96 i6 344 411 1028 420 452 324 L1205 1u2'-�O IS'-4' OFIL-I5/2T ONE �� 8-Nr 86 2 i6 1015 -no 324 LHO /�' W-06 E'-4' OFI6-I5/2T ONE i 86 2 i6 1260 mm 251 LIW IL'-O' rr-4' 11111130-16/2T I i6 2 $i 300 M2 114 L1405 I6'-0' n'-4' eFIL-IB/2T ONE I as 2 s6 1 150 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD RII REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. wing 1/8" dia shank x 1.5' long gdv. roofing nails with 3/8' dia. head per product approval -see chart sheet 81 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. to into lI above thicken edge to O"x8' with concrete and \ one #5 bar continuous BEYOND Top of Tooter — IL' below finished floor a Aluminum Drip I Edge t Fascia Flash and Counter Plash Nail ledger to gable and truss with (2) IOd riple at each web -� \ on 3/8' hrnb lath ntal and vertical rood w staples to provide 4' penetration into carp and 3/4' penetration Irmo membias 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 a Slope per foundation plan r Brace Gable and with 2" x 4" SYP #2 Oft back nailed to bottom or top chords using (2) IOd nark at each truss IRE -ENGINEERED WOOD TRUSSES S 24'o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord or trusses i/2' drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Brace Gable and with 2" x 4" SYF aft back nailed to or top chords usin nails at each trusi precast lintel Pilled with concrete and (l) #5 or cunt. For bottom row over openings 1/2" drygwall over I" x furringg strips at IL" o.c. with R, fi-Pod insulation on topical 8" Block walls All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" onig proportioned -Der FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) i Strap truss to wall using Simpson MGT with 5/e dia. threaded rod with min 12" embedment •nrn haem Aithar ulAt at nr in ehnva nsth Fill cell with concrete and , (1)#5 bar Vert. (typical). 'Max. j 'Max. acing shall not exceed ETA 2 5impaon HtE I A 1V hurricane anchor at each truss 48" unless otherwise noted 3b see foundation plan Horse For spacingng atat openings — OVERHANG. AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET "xc" an c WWII to L and treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER i � ompa_ termite treated rill — ANY CHANGES TO THiS PLAN SHALL BE SUBMCTTED TO THE IN 1111=IIII-1111 ii 14 Tublcal Section at Front Fork Scale : 1/2" = I' —Ca" Braden t Braden AIA, PA � Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 r E-mail: bradenaiascomcast.net 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 FILE COPY — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY F'RIOR TO TRUSS CONSTRUCTION WJnne Building Corp, Date Drawn : Revision& : Sheet Comm9-4-19 # GARAGE raven The (Jrand Carlton LEFT Drawn by: - 12-2� c.C.u. � Spanish Lakes Checked by: St. Lucie Countg Florida p.R.g. Op 5 ■ ■ 1-2-19 PANEL "A" Pdn BR Load Wire Downlition cows erect Descriptim wev Load BR P 1 20 1.2 km e12 Re/rgertor 1 iL 12.0 Its50 2 1 20 1.2 km $12 Clothes Washer 3 1 20 is ka a12 Kitchen S.A.C. 5 A Draw 810 5.0 ka 30 2 I 20 1.9 km 812 Kitchen S.A.C. I a 1 20 - #12 Bathroom Rocepto 4 10 Am Can 810 5.0 ko 30 2 1 20 L2 ks $12 DuhoesMr II 12 1 20 1.2 km #12 Miemom m 13 14 Air 14 810 5.0 Its 3o 2 1 is - sm Geirrd Lgleft is IL I is eN Gourd Lglrtmg n 18 WH 810 5.0 km 25 2 1 15 814 Gourd Lighting A 20 - 1 m 814 G~d Lghtmg 21 22 GDO 812 0.81 Kill 20 1 - _ I Is 814 Gonerd Lighting 23 24 Spam - Spam 25 24 Spem Spare 21 28 Spam spell 21 30 Spam PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watte) Genefal Lighting (3. watts eg; it.) 9mgh. ,/�pplipnce. Circutls)................................... R4ng?.......................................................... Refriperetor , _ , Microwave Dish Washer_ ... _... �rlRChF4.;V.4>sl1?f............................................... ................................................ Water.Heater, Garage_Door,Opener..... I135 3 5205 2 1.500 3,000 1 12,000 12,000 1 I 00 I 00 1 1.500 ISOO 1 I200 1,200 I I 00 I 00 1 5,000 5,000 1 4,500 4500 I 810 810 Total Watts 35i15 First 10000 Watts e100% 1 110.000 10.000 Remainder 26AI6 e40% 1 O IOa4L Electric Heat or A/C 10.000 965% 1 10.000 10.000 Calculated Load Watts 3021" Voltage 240 Calculated Wattage Divided by Voltage -Total Amps 12i.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recossed Can Light Ss Double Pohr Switch ® Elleball Recessed e Push Batton Snitch Exhaust Fan Duplex Outlet Ceiling Masted Light •� Special Receptacle ♦ Wall Mounted Light =0101emground Vault circuit Light with Pall Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector f Flood Light T1) Thermostat m Electrical Panel ® Central Vac 8 Electrical Meier ® Smoke Detector Ceding fan ® Taleviaon Jack ® Telephone Jack a � c I A/C DiscOnnect I x 4 Florescent Light 12 x 4 Florescent Li ® Speaker Hods -up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Soffit r- - r-___--T_---_ ._.- ...- - - - - - - - - ( FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2"PVC (, schedule 80 2' ngid sei A/C ^disc- 4 1 MC B PANEL rods ELECTRICAL RISER bonding pant - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit sleeve - into attic 200a rated meter can M£ 2" PVC ( FPL schedule 80 2' rigid service FPL AI/C disc. 4 I ISO MCB PANEL -_-1 ground rods bonding pant _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction L - Verify AIC/KIC Rating prior to ordering equipment AiC Meter OPTIONAL PATIO/SLAB 143 CFM IO)dOxL MASTER BEDROOM 163 CFM IOx1Oxd i`1L - - - 4"N 12W27t9 CLOSE ATH ��' ° 0" ! ° W.H. ccess 22' x 64" Attic e h5it L-----� 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I 1 I I I I 1 1 14 PATIO/SLAB I I GR 1ATOO RM 1 I Center Regaters IOxIOx M on calling fan lO d0>iM 1 XIVI DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust ° Duct Thru T20m2O Well H.B. WP GF _ _ Vent_ thru Install owlet Al �0 t t under d1sc.'f/' �� nd not shown or D FF:Ml Q r<i;q� I II`a I- a 12xg lFM SECOND I BEDROOM 12x12xS `1 B/A COVERED PORCH MECHANICAL LAYOUT SCALE: I/4" = I'-O" I. Use copper wire onlg Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of period of not years 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 celled for on the plena 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. 5. 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 i. 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. A/C Return Air Balance Must comp)g w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. AI/C Refrigow! lines that are run Thru slabs must be proper working order. 23. All exposed wire below 9'-1' shall be installed In metal EMT 10. sleeved in G ALL A/C Equipment shall comply with energy calculation 1'I. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. Braden �m Br�de� FIA II. All work shall be performed b a licensed electrical P y meet all standard requirements of the local electric utlhty 24. Dryer Vents to be installed per FBC RMI502 �< <., 12. contractor, the completed system shall be Pulig operative. Contractor for and telephone company. Architects - Planrlr shall pay all Tees, permits, testing, and blower 411 S.E. Coconut A�Q�'hpxa4 ,' 13. inspection* including testing where required. All work shall be coordinated with other trades to avoid I8. The electrical system shall be completely and effectively Tel : (112) 281-8258 grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection against the public liability and property damage for the 19. All materiel shall be new and shell beer underwriters labels where applicable. E-mail: bradenaia comcast.net duration of the work_ " Stuart. FL 34994 #AAC000032 Meter OPTIONAL PATIO/SLAB ,'Covered Porc�.. MASTER BEDROOM WP GFCI \ I I e--- Smoke / Carbon G R AT Monoxide Detector R OM / Combo 1P c I I GFCI 10 _ - I 1 T I �1 16" CLOSE I I II GFCI I � 4 -m 13 -�\\ GFCI I I DINING �, I= PC I ROOM GFCI GFCI 0- C °s 1 ice/ e KITCHEN /24" I 3'-2" 3'-2" C.M. Detector --�1 only per FBC K, R314.3 r.cr� GF 42° GFCI W.H. Act h W ' I 1 L J I 150 Amyl ;'O;Uon: Panel \ panel locator Pull churn \ light in attic \ _y �} 42" 4FCI GARAGE Garage Door Opener r----------------- 1 I I I I I 1 I I I I I I I I I I I I I I I I I I CL FLAN V l-iy � F N C �co - - - - - -- F 9t?OU Cente r� � y ,SECOi` 0 BFDROOM �„ \\ 4 \`� / r\ PS r \\1 WP `%% COVERBL! / I-1 PaRC H SCALE: 1/4" = 1'-011 Post Light with _ Attic Ventinci Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.14 sq, ft, required Provide A Continuous Vented Sof f it Wunne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell `w A W O L'-3" Date Drawn Revisions GARAGE Drawn raven LEFT by: C.C.U. Checked by: D.R.B. Exhaust Duct Thru Soffrt a lU re For Front Post Light REV1EWE '' CODE CONK` ST. LUCIE COL= IBOCC Sheet Comm # - j 12-2� B OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-Ol ON CENTER EXCEPT A5 NOTED ASTENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO NGINEERING DRAWING TO DETERMINE & IF MULTIPLE PLY. A& DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. e CONSULT BCSI 30' Spanlor less 30' to 60' Span 60 degrees Spree er Bar r or less — T 1 �2 __� ag—Approx 2/3 to Tog Ll e s Or ej�prox. e /2 of Span. REFER TO BCSI REFER TO BCSI Truss must. be set this way if crane used.. Truss must be set this way if crane used. i.�s: is o" exampia yoo, tryx: m"y not match. This is an example, truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. U REPRESENTS A HANGER s , 4 �G SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 8,-1„ M upset=1/4" heel=3 15/16" PLUMB CUT END it 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 iD 2.00 8� I) CM 12 heel=315/16" +�I PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" i ' END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR. OF Will 23'IN L=_NGTH D• not stand on - are braced per BCSI & properly• to straps : hangers Nx 15'-10" 64„ T-4" 9, 6t, GARAGE LEFT 34, 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 aoknowdedges and agrees. t: Trusses will be made In strict accordance With this truss placement diagram layout, which Is the sole authority for determining. successful fabrication of the trusses. 2. N1 dimensions In this layout have been venfled by the underslgned. .3. Unless written notice Is provided by certified mall to Chambers Truss within ten i10) days of delivery the undarelgned agrees that no backahergee WI(1 )b allowed.. In the event such written notice la furnished Chambers Trues shall have three (3) bussjj'rasa days in which to begin repairs required, or to substitute lithe'busesa, at Chambers optl�n. 4. The undersigned admowiedges receipt of "SCSI 1.03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer'sreeponelblllty to make lha job she suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site at a portion of the job she for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional deliver, expenses V Chambers Truss has to redeliver because job site Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing coats due to she conditions. 6. Price as shown Iq paragraph 7 below Is subject to change h arty changes are, made 16 - this, layout A $50 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 vAll be made on delivery and paid within terms of net on delivery. Invoice may. be made at scheduled date of delivery If buyer cannot accept dellvery of fabricated trusses. The undersigned agrees to pay Chembers,TNse reasonable attorneys fee for collections In event of payment not timely made. 1.1/2 % per month sai charge will be added for all Bums not paid -within terms. . S. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9, In consideration of Chambers Truss "ending 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, h default In payment for material be made by the recipient. 10. In the event of any litigation coneeming this agreement, the Items furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action wHI be Salnl lode County, Florida. 11. Design responslbittes are per "Nationel Standard And Rocbmmended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSVTPIIWTCA 4 -2002 - DATED Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibillty of the truss erector. Study the contents of the Information packet Included on delivery before settling trusses. Tram must be Wand braced per design to prevent NJ'vy& damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Mercer Florida 34982-6423 800-551- 5932 Fort Pierce 772.465-2012 Fax 772-466-8711 VeroBeach 772-569-2012 Stuart 772-286-3302 rehitect's or Architect's representative 3` '�SPlW}�'gepegentatlVe`s, shop drawing approval is NOT a shop Nrewhig s,i Fla NOT a "double check" of the contractor.: "doukls ohook" f t eantr6otor. a. contractor shall remain responsible Tito aphtreCtar shad Ye aln rs>'<pOnslblo m checking field measurements and for Checking Held 'me surom4 ter construction criteria. Architect's othpr approval covers general roof shape, ape law of truss strapping,. and loading on cture from gravity and uplift loads. and -' •c ..r,L.. :•o�ds. a,, rf their resp eve location t1O1i esPectd a rocationa. _ By. nrnvetl Ry.��Z� U t — t3radnn "..... 92.G/932 MITEK 4.2 Erurti:at ire I.A. it rs- DESIGN CRITERIA County SAINT' LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. `;, Top Chord Live 20 a Top Chord Dead 7 4.2 :c c Bottom Chord Live 10 Non -Concurrent E N I Bottom Chord Dead 10 3 TOTAL Load 37 7.2 r�l 3 I Duration Factor 1.25 o Wind Speed 165mph Top Chord C.B. Sheeting by builder. w y Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14"1 c� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Chambers Truss Inc. Drawing Name: M11323 LL! Scale: 1 /4 = 1' 72 total trusses, 13 different trusses MI 4: SAE ACAD: SAE Reviewed By: Date: 04/24/12 Revised: 02/ / R FOR WYNNE BUILDNG DESCRIPTION: ST GARAGE RIGHT — 62'GRAND CARLTON Ill PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LA�"OUT IM1 1323