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HomeMy WebLinkAboutBuilding Plans♦3'—In T a° 0'-0' Finished Floor Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Gulf Coast Supply) and MFG 5v Crimp Metal roofing FL #11651.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end wood screws with self sealing washer at 12' o.c. max aDacmg over ASTM D laps fastened with corrosion resistant tin caps and with 1.25' ring hank nods (tgpe 2) 30 lb Pelt underlayment installed with min. 4 side laps and 6' an spaced V o.c. at all laps and two staggered rows 12" o.c. in fie(. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses using attachment detail on this sheet spaced 0o.c. at all la a and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 12 4 SLOPE SLOPE 4 21, H. r12 5/8 thick light textured stucco on typical concrete — 5/8" thick x 8% cut JH_ H. block construction coral finished stucco bands 3 '—O" = Finial 5/8" thick x 8"w cut Finish Columns with 5/e" thick light textured Finish Columns with coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral finished stucco bands block construction finished stucco bands a - F T ELEVATiON AR ELEVATIONSCALE: 1/4' e P-O' ELEVATION NOTES: TOTES. SCALE: 1/4" - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II01.12 2L ga. Sy crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sell sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cuter' oral finished stucco bands thick light textured stucco on typical concrete block construction RiGHT ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands into Window or Door. , 12 SLOPS 14 SCALE. 1/4" • P-O' FH 5/8" thick x 8"w cut coral finished stucco bands a: = Finished Floor Finish Columns with ao. 1V 5/8" thick cut coral finished stucco bands 2" x 4" top plate 1I 1/2' drgwall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base —board ill 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on L and Viaqueen over clean compacted termite treated Pill interior Non-Bearina Partition Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 a. 5v crimp metal roofing attached try plywood 'deck using #9 x 1.5"woo screws with self sealing washer at 12 o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 aide laps and 6" and laps Pesianed 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 at detail on this sheet PPWPqqq1"_14�-4 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 Plywood nailed at C o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE 4 ---- 5/8" thick x 8% cut coral finished stucco bands 5/8" thick light textured - 0'-4 Q.F.f.-� _ ��y stucco on typical concrete block construction REVIEWED FOR FRONT ELEVATION FILE COPY CODE COMPLIANCE ST. LUCIE COUNTY SCALE: 1/4' - II BOCC " <u 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 Scalding Code Rcmdential: Lth Edition and ASCE 1-10 for Wind Loading Swlding Design is: Erd3.. ~ d Risk Category: It Wind Velonty: I65 mph ultimate Mean Roof Height: 'm " Roof Pitch: 4:12 E Internal Pressure oa ' icient: tQ_Is Sub,lectabihty to damage from: Weathering: Neahaible Termites: Vera Heave Width of Roof End Zone: 3'-4' Wind Speed: iL5 mph ultimate Wind Exposure Classification: C 1.21 O.L 0.12E V9 AMA x Adjustment factor for Exposure Height: ASD dea n Load Combination. ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.LDL+O4WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-321 pat R Zone: 2. +20.6/-51.0 psf R Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width. 3'-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. + 5.8/-41.8 pd ®� Root Zone I Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? es ED; Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Deta s Provided? Yes END ZONE Minimum Soil Searing Pressure: , Presumptive: X S Test: pa Corner Zones SEE PRODUCT APPROVAL FOR IMPACT P OTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --'§— Pat FLOOR DEAD LOAD:—LQ- bd JOB ADDRESS: Date Drawn -I Revisions She !ay0 FLOOR PLAN ,,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verif ALL notes and dimensions prior to p stc high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into sla c3/e°t so ksi steel plate) 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. 2!6" 2'/," 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 o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m �3/8" O 2/" 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. o 0 2i�» 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. h2 h° 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.4 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 R302.9.1 14, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic Insulation materials Installed On attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation IN x L' P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attaehmen with F.B.C. R314 - see permit info box of code edition :. 18. G sum board materials all conform to ASTM 6 C19 C 15 51 6 O 9 1 yp h C3 4 C 4 C3 C3 C°tb0, C1002, C1041,0111, C1394 be C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientationreming ember Spacing Max spacing of fasteners Nall sizing options for installation of drgwall into Maximum wood framingmembers Nails Screws 2' x min. thickness Ceding Perpendicular 24" in 12" 13ga 1 3/8" long with 19/64" head 0.048" diameter x 1 1/4" Iong f2, annular -ringed or 5d coder nod OR 0.080' dia. xx 1 5/8' long with Walls Either IL" 8" IL" Direction 15/L4" head OR Gg1psum board nail 0.080 die. x 5/8" with 9/32" head. Calling Perpendicular 24" '1" 12" 13ga 1 5/8" long with 19/64" head 0.098' diame er x 1 3/8" long annular -ringed or Ld coder nail s OR Walls Either IL" e" 16" 0.092" dia. x 1 -1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8' with 19/L4' head. Install SGD thru buck into block with 3/I6" tap -con with l"___- 11/2" penetration at L' o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/IL" tap -con with 11/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apArrc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CI118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompan41ng smoke E developed index not to exceed 450 when tested in accordance withh ,A 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 gga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x I 1/2" nails PRE-ENGINEERED TRUSSES ( 2-4* o.c.) wppporting Max 4 �- at 24"o.c. TYPICAL t8lolbs uplift 1 ( h d b f It ) Aluminum Drip _--� Z ' Edge tFascia 2" x L" Sub -Fascia Kalican full o vent vinyl soffit i using 1/8' die shank x IS' long roofmp nails with 3/8' die. heed product approval - see chart sl 5/8" thick light textured stucco on tgpical concrete block construction u5 bar vert. w/ 30" overlap at each filled call sl 1IM TYPICAL SECTiON s op rawings y manu ac urer \R-30 blown fiberglass in bottom chord or trusses -1/2' dryeall 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) #5 bar coat. for bottom row over openings 1/2" dr wall over I" x furringg strips a IL" o.c. with R4.1 fl-foil -insulation on tgpical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" only proportioned per FBC R601.1 and Mortar Jonts shall camp with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (e)L showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xV u10/10 WWM on L mil Visqueen over / clean compacted termite treated fill x IS Concrete tooting with (2) u5 bars cont.and #5 transverse bars at 48" o.c. tale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft' Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' w \ 1 VTR 2" MASTER 1 2"BATH 1 LAV-1 a 2 " LAY-1 2" 2" " wn-i I WC-1 2' VTR 2' AAV " " 2 " LAUNDRY 20 1 S-t 3" eT-1 " I 2" KTICHEN " LAY -I " 2" 3" BATH ><2 UIC-1 " 3" 3" PLUMBING RISER To septic n 34'-O" 2" _ 8'-L" _12' , _ 9'-L" _ _ 14'-O" EGRESS \ 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into O lintels above ° Covered Porch - � 12'-8It " O n ° C °° MASTER � 8'-0" to 9'-I " A.F.F. OL BEDROOM Vaulted eiling 8'-0' A.F.F. OIL Flat Ceiling 1 it 1 ® I IN x L' P.T. Buck marled to O block with case hardened nails i Head prior to door attachment O I fixed door sliding door 11 ; Masonry Wall Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding D Oor D e t a i l I I/2" penetration at L" a max. from each corner and 20.' o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%°x V-3 %a" 54%"x M/4" Single Hung ZONE 4 2, L'-2%9"x 5'-3 %a" 15' x 43 i4" Single Hung ZONE 4 3. '-2" x V-2 1/2' 21%'x 385s" Single Hung ZONE 4 4» 4'-S%"x 4'-2�e" 54iw"x 54Y." Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X T-O' 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X V-8' 411/4°x 83%4" Fiberglass Panel - Inswing ZONE 4 C L'-Off X 4'-8' 14' x 81 %2" °at„`°" Sliding Glass Door ZONE 4 D 2'-0" X L'-sn Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 i2" E X-C X 4'-8" Solid Core - Wood - L-Panel F 5'-O' X V-84 Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8" x 134' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-se Solid Core - Wood - L-Panel J 2'-L' X 4'-8' Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X V-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*I 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 manufacturer s specs priort construction GR AT R ON I i Rod i "Shelf I I 34 nit to e w g I _ N I d) cn I 8'-0" to 9'-8" A.F.t. ot 2" x V knee -wall W L SET ° J Vaulted Ceiling below counter t I op ofI O Mrr DINiNG ROOM I ,F 8" `Rod Sher BE, Vanity to be I ° /\ i B A T 34 Y2"high i High all - O I ITCHEN - - Everrang - 8'-O" A.F.F. o ° Flat Ceding O pper cabinets to 8'-1" 4' '-O" extend over ef. 3 H # 2�Rg.►: v�mi - >Tpann i s O Rod t Shelf L� `� i .1su.ii 8'-O" A.F.F. OL QUc Flat Ceding "3 SECOND CE N BEDROOM ° I� 4'4 Steal Ballard _ ul , I 8 1�„ - - - :5 X 54" detail on this thee. j °C x Attic Proviauto I L---- I closerde i�"�e� l llllllllifr y , ° EGRESS VC T CC V E R D O 12" x 12' concre a column block filled O ith concrete and (2) #, bars vert. tied FORCIIII in into lintels above L' 2" MC97 N 5'-4" 4'-2" 2,_8„ 2,_8" 3'-5,t 34'-O" 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 .Iambs and 20" o.c. max Exterior face at head and will per product approval of wall - J \ Buck to be IN x 4" PT "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT ' I I block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a i l at L) OOr 150 ,¢imp Panel GARAGE 8'-4" A.F.F.O Flat Calling N r----------------- , Block wall in garage to be struck block I I I I I ® I I I 9'-0" S'-10" Extenor face 3'-5" v A/C o Attach buck to block wall with 114" dia. Elco conc screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru 2" x L" PT Buck O COr1S rUG Ion NTS INSTALLATION Braden t Braden AIA, PA Wynne Building Corp. Date Drawn : Revisions Architects - Planners GARAGE 3-2166-20 411 S.E. Coconut Avenue The Grand Carlton RIGHT Drawn by: t Tel (112) 281-8258 C.C.U. Fax : E-mail. (112) 281-8283 bradenaiaecomcast.net Spanish Lakes Checked bg: Atiiwrt (=1 %401ae teaer^nnnnsto St. Lucle Countg Florida D.R.B. O I N FILE COPY crows thru Jamb into buck ige and 15' o.c. max and prior to door attachment NTS Sheet 2. OF 5 Comm # 12-2-1 B 0 1 1IUI LAlC/�LL Ixk-/ I =0: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WiRE MESH REINFORCING ON 4 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 FCUNDAT�CN FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc_... 5. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'—II" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade lI 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. 45 bar Vert, w/ Fill cell with concrete and 30" overlap (U #5 bar vert. (t ical). Thicken edge to 8"x8" at each filled a gp 9 Grade SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Max spacing shall not exceed with concrete and 4" concrete slab with frbermesh OR unless otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Wood 48" Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with frbermesh OR GRADE Vx6" #10/10 WWM on 6 mill Visqueen over / clean compacted termite treated fill — _ 14 w x 18 d Concrete footing with (2) #5 bars cont. and #5 z„ transverse bars at 48" o.c. I) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with frbermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per „.._., foundation plan (V \� 1 DETAIL AT 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of rooter 10 below finished floor #5 bars cunt. bottom steel RAGE STEPDOWN SCALP 1/2" = V- 12, I _ 30'°x30"x16" concrete (III _- -- ----_ # column footing i 5barseach waq (4) #5 bar cont. in curb Curb height Verdg based on Foundation plan ■ C E Contractor to provide o U proper foundation chairs m av for proper steel installation 'r w, IL 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar wart. (typical). Filled Cell Masonry Column With One Max spacing shall not exceed #5 From Footing To Tie Beam 48° unless otherwise noted g we foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with frbermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill,. - 14"I x 18"d Concrete footing with (2) 45 bars cont. and #5 transverse bars at 48" o.c. I DETAI 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer 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 NTcJ. IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT Single Filled Cell Column NITS 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 911 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net _ 10'-0" I r r ° ° " " i_�_�_i_ ° Filled cell under 1Q 1 1 girder above I Fl I ° ao Rear Patio/Slab 18 W o be pared separate —7 L, I from the house slab. X 1 I o 1" I - I N �r Thicken Footing to I O 1 2 Thl xe14r"Pdled call a FI 1 ° under girder bearing. _° J I — — —— PI -- — —— _4-4.z.— -- I Or— Rear Patio/Slab to 1 be flush with bottom of sliding door recess. I Slope 1/2" _a -{il -11 I 1 -{ ! I OI I 1 FI f I I 1 4" concrete slab with frbermesh OR I 6"x6" 410/I WWM on 6 mil Visqueen over I clean co patted termite treated fill I Fj I I I F -T FI ° V I ° I OEM I I I I I u� I r __ -- — — — - —� i FI r — — 40e Steel Ballard t 1 0 filled w/ Concrete ib I'31 I I oo QI =1 1 1 E�� I 0 I I I E `" I I r e 1 F1 ---_J a " ° o O OHJ a- to A O I a L — — — — — I ---/ = I� `n Uo= I 10 lu 1 ;r.# u QI 18 G ° " I X 1 I I �' I 14, LID r I� —� ® ot--------- ® 1.5" Recess for —J ® ©`Garage Door 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintel& above Wynne Building Corp. The Grand Carlton Sppanish Lakes St. Lucie County Florida :em A/C 41 FILE COPY FOOTING SCHEDULE am Description 14"W x 18'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WiTH (2) #5 BARS CONTINUOUS lark 30" x 3O" x I6"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 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" Date Drawn Revisions Sheet Comm # GARAGE 3-2c-20 RIGHT Drawn bg: 3 12 — 21 C.C.U. Checked by: D.R.B. nr- c ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plygwood 4. Use nails or screws based on ressp re for root stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pressurp Zone 1 6 It6 of8d ring shank 45 psf Zone 2 If 4 6" 8d ring shank 14 par Zone 3 8d ring shank 84 psf ** Zone 3a b" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on Ares ure for r of stated in permit info box on these plans or zone Concrete / Lintel Column Verify with Plan 12"x 12" ,lump Block ` -T Rebar Rebar 48 Bar Dia. Min. overlap to Lintel Attachment 101 BEAM SCHEDULE Mark Size and Descrl Lion Two rows of beam block filled with concrete and 1 #5 bar B1 continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a 10" min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete 8ue-0131 precast lintel set in mortar,.. Min. 8' Bearing Provide #5 bar set In pre -cast lintel into beam where length of the opening calls for it. - I�"I rl Iil1 jProvide PT Buck i I attached per jamb i , details into filled cal � 1 I l l 4' cast 'I Sill i I I �. I L' ---Poured Filled Cell Provide #5 bars with min. 48 bar iliameters overlap in filled call. Tie Bled cell steel into continuous tooter steel. CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2' x 4' blocking to yen. leg of tra ms with 10d x 1.6 nails at 4' o.c. Install Simpson MGT into wall ring 5/8' dia, threaded rod set min. 12° \ into wet beam and (22) IOd nails Into truss R-II batta TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using Bid nails. Substrate to be 19/32" CDX Plywood nailed at L' o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced L" o.c. at all laps and two stagggered rows I2" a.c. in field. Attach deck to trusses using at detal on this sheet LINTEL SCHEDULE Mark window or D Unit WidthSire Lintel Cast -Crete Specification . . or H 91oek Above Bottom Steal S� Tap steel 8is xavRq C Load (PLP) Up�ldt Load (PLP) not Lateral Load (PLP) L22 T-2' 3'-64 111•8-08/7 1 #6 $064 561 1024 L31 21-V 3"-l: 4"-O' ere-081 1 s6 260 1363 1L3 L45 4'-6' 6'-W are-On/IT I as 1105 1o1 331 LSO 6"-0" 6'-9 8P8-OBAT 1 86 1238 on 121 LLO V-8" 11-C 8P8-ODAT 1 86 109 121 634 Lao W-C' T-4' OPS-18/27 I a6 2 86 152 511 512 LI Y-0' 10'-6' 8P8-1e/2T 1 #6 2 a6 643 630 401 L905 411 10'-6• 8PI6-15/2T ONE 1 #5 2 $6 1639 us 401 LK)O XV-O' 111-4' sPe-6/2T 1 #5 2 86 582 414 452 LIOOB 101 II'-4' 812I6-15/21' ONE 1 a6 2 86 I366 1038 462 LI20 12'-O' IV-4' 8P8-8!/2T 1 96 2 86 411 428 324 LII208 12'-V-N IV-4' 8PI6-6/2T ONE I as 2 as 1015 110 $24 LMO 14'-W 151-4" 8PI6-6/2T ONE 1 86 2 $6 1260 404 254 LI60 IL'-O' 11'-4' 8158-I8/27 1 86 2 86 900 112 114 LILOB W-Om IT,; 8PI6-8S/2T ONE 1 #5 2 86 no 600 P14 - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2' nails - ( 24" O.C.) sup acting Max. 18101bw uplift Aluminum Drip Edge t Fascia 12" 2" x V Sub-Fasci Kaycan full o vent vinyl soffit installed i min 1/e din shank x 1.5• long III raoFping nails with 3/8" dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor It 12 4 honaxxal wood into vertical ■ Aluminum Drip Edge t Paacsa Flash and Counter v flash Nail ledger to gable and true& with (2) IOd I at each web • la -rib lath vertical wood 1 to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan Trusses at 24" o.c. see shop drawings by others l R-30 Batts II batts "Frame ceiling transition i needed using metal etude —11 f field verify exact configuration and sizes Drywall ceiling see tgpicai section Ceiling transition Insulation Detail nts #5 bar wart. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Step per foundation plan li 91 Slope per foundation plan Brace Gable and with 2" x 4' SYP #2 Sit back nailed to bottom or top chords using (2) IOd nails at each true i RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses 1/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at i4' o.c. with R4.1 R-foil insulation on typical 8" Block walls All drywall to be installed per FBC Rio. i and shall meet all pertaining ASTM codes. 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.) SU actin MaX. PP 9 into (22) beam either wet set or in IOd nails into truss Add epoxy with blocking to 1810 lbs. uplift META 20 1 truss leg per detail on this sheet EWA OIL iIVA rAA Avg P 6 W1 AM IAviv 000 lux 1WmAr ra 0000 CL 0. 01 INAM Ell L31 L L AVA Pwr INI, Crimb Metal rooftni;L PL #IIiI w:oy �;Crowa with self scaling w-, sher at 12" o.c. max spacing over' AA S"fM D III 30 lb felt underlagmvit installed with min. 4 side laps and 4" end 0 astened with corrosion re.:atant layrI tin cabs and with 1.25' rinci shank nails III k to tru;&� using attachmsI ;dg—garffQ--F=4L5 (I detail on this shoat to a � X � q r Oq N m HW°4. a a di oO EIII OD C _ — 1LLI k/C Brace Gable end with 2' x 4" SYP #2 min. --8ft back nailed to bottom of top chords using (2) IOd nails at each truss ;EVIEWED FL. DE COMPLIAN, LUCIE COUNTY O BOCK Mortar to be Type 'M" orI proportsoned er FBC RLOi.I �o and Mortar joints shall comply with FBC 420I.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ROOF F L j` I () #5 bar vert. (typieaU. f� I � Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings 4' concrete slab with ribermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 11 #10/10 WWM an L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 11 ill mill' -II --;I'I __IIII ill—IIIIIIW I I I I"` III Ill lilllli IIII„ illl- I- �p I FI I I -IIII II • -III T Ical Section at Front fi orcl- I Sez,10 . 1/'I = 1'-n„ 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 Z-2-19 PANEL "A" Poles BR Lead Wre De«mppon crci arcs I Description wro Lead BR Poles 20 L2 to a12 Refrigerator I R e at 12.0 km 60 2 1 20 1.2 to 212 Cloth" Washer 3 1 20 1.5 is $12 Kitchen S.A.C. 5 6 p s10 6.0 to 30 2 1 20 1.5 ks $12 Kitchen S.A.C. I a I 20 - s12 Bathroom Reaepts 9 10 Am Can sr 810 5.0 to 30 2 1 20 1.2 km a12 Dwhwelier II 12 1 20 1.2 to s12 Micrawve 13 14 Ar Hand $10 6.0 to 30 2 1 15 $14 Gowral1.14" 15 11; 1 15 s14 Gerwnl Lighting 11 Is WH $10 5.0 ka 26 2 1 16 $14 G~al Lighting 19 20 1 15 $14 Gawral Lghtag 21 22 GDO $12 0.81 KW 20 1 1 15 014 General Lghtap 23 24 apere Span 25 26 Span sere 29 28 Span spor, 29 30 span PANEL "A" LOAD CALCULATION SHEET Load Description Qtfl. Watts Total(Watts) small, A,pgUanee, Cireust(e)„ .................................. Range......................................................... Refrigerator.................................................. Microwave, ............. Dish Washer .Q1909...W.rldl4r............................................... .Clothes..Orllor................................................ Water Heater Garage. Door. .Opener ...................................... 1135 3 5,205 2 ISOO 3,000 1 12,000 12.000 1 I 00 1,200 1 1,500 1.500 1 1,200 1,200 1 1.200 1.200 1 5.000 5 000 1 4,500 4,500 I 810 810 Total Watts 35,41E First 10000 Watts e100% 1 10.000 10,000 Remainder 25,N5 940% I O IOA44 Electric Heat or A/C 10,000 e45% I 10,000 10,000 Calculated Load Watts 304144 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Sa Double Pale Switch Eyeball Recessed P6 Push Button Switch Exhaust Fan -09 Duplex Outlet ¢ Casing Mounted Light -0 Special Receptacle ♦ Way Mounted Light aterpr prawn t circuit Light with Puy Chain (attic) ® Floe D0ex Outlet © Computer Corirnection Jack ® Carbon Manciade Detector 4& Flood Light Thermostat Electrical Panel cso ® Central Vw 8 Electricei Meter Q Swoke Detector Cakng ran ® Televnsim Jack ® Teisphons Jack q pSC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: 1. Use copper wire only_ from panel to devices 2. Provide and wire a required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. 4. Recessed cane to be installed per NFPA requirements. 1. Tamper reelstant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1402 9. ABC Refri �� t lines that are run Thru slabs must be cleaved in 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed s stem shall be fullg operative. 12. Contractor shall pay for all Fees, permits, testnn , and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required Insurance shall be provided for protection against the public liability and property damage for the H.B._JT Vent thru__ 9_07rit PATIO/SLAB PATIO/SLAB I I CAR AT R OM I 149 OX 0xI am�C�on cel6nptf®n I 149 WCF DINiNG ROOM N H 232 CFM 12x4xl Ile 163 CFM IO)dOx4 MASTER BEDROOM 11113 CFM IO)dOx4 2x9 I- Ira I/A �V ------ --- �■ 1211 A LOSET 34 C#M , F---T 40, a I ' BAT a -Yeant tbLrAL Soffit 1 r� 12x11 14 a I O x4 r4 CeiTr�j I o OHO - O O T 1 IL i I i ? P 2:F x54' j� Attie Aa J� L w_ �`_ -0-th LJL' ' - = J 150 Amp l'n Panel Meter SECOND BEDROOM 12x12x9 I B/A [-i COVERED PORCH MECHANICAL GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I LAYOUT SCALE: 1/4" = I'-011 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. 14. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters or the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in proper working order. 23. All ex owed wire below 9'-I" shall be installed in metal EMT p 11. All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FBC RMI502 and telephone company. 18. The electrical system shall be completely and effectnvelg B grounded as required by the latest edition of the N.E.C. 19. All maternal shall be new and shall bear underwriters' 1N labels where applicable. Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Pax (112) 281-8283 E-mail: bradena°ascomcast.met i:1114 Exhaust Duct Thru Soffit - Wire For Front Post Light ,hovered Porch'., Mtn 1 / I � 1 � WP GFCI MASTER BEDROOM N. tVJ I i G R AT Smoke / Carbon- RO M Monoxide Detector Combo �_` COND % BEDRO00 / B �\ y/ \ GFCI \ \ tPPCRc�n I4'1 INN., IPJ6L Fcl r \7I 22e x 54• 1 t Attic Amen with light Optional IVO Amp panel location I / Panel Pull chain light in attic 42"h GFCI GARAGE Garage Door Opener I I I I I 1 I I I I I I I I I I ELECTRICAL PLAN 6'-3" Wynne Building Corp. The Grand C Sppanish Lakes St. Lucle Countg Florida ne Light with coil N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI under disc. N under disc. rA/C notshown For clarity / SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1G sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions G3-26-20 GARAGE RIGHT Drawn leg: C.C.U. Checked bg: D.R.B. Sheet Comm u E-1 12-21 B OF 5 BBraden & Braden, AIA, PA A4, & Y/� #AAC000032 417 Coconut Ave. Stuart, FL 34996*(772) 287-8258 St. Lucie County Building Dept. Wynne Development Date:\�s\ate Address: \\� CC �1Z Permit To whom it may concern, This detail applies to the insulation in the ends of the vaulted ceilings. If you have any questions please feel free to call me at 112-281-8288 R-19 bat RECEIVED NOV 05' 1010 REVIEWED � frog Permitting DepartmetI 3.,=8' 3" U P a3`'x'..: .p St. Lucie'County °�'_`' $ a�=m..t Trusses at 24" o.c. FILE C 0a� Y see shop drawings bg others fl-30 Batts —19 batts NiM Frame ceding transition L Aie . Braden AIA as needed using metal studs Braden E Braden AIA PA field verify exact configuration and sizes ellrncl transition Insulation D Orgw �1 ceding see c pical section nts