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HomeMy WebLinkAboutBuilding Plans12 4 1 SLOPE OL 8'-1" T.O.B. 2" 0'-0" Finished Floor Gulf Coast Supply and MFG 5v Crimp Metal roofmg FL 4II451.12 24 ga. 5v crimp metal roofing attached to plywood lack using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 4" o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet J LL 5/8" thick x 8"w cut coral finished stucco bands [7 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood 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 L" o.c, at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet 12 SLOPE 14 H. 5/8" thick light textured stucco on typical concrete - 5/8" thick x 8"w cut O block construction coral finished stucco bands ------mv.—s..,.__.®— — — — — — — — -- --— — — — — —— .. m, — — nool Finish Columns with 5/8" thick light textured Finish Columns with 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral finished stucco bands block construction finished stucco bands REAR ELEVATION SCALE: i,4'-I'-O" LEVATiON NOTES: SCALE: 1/4' - II - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at �f:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2i ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - Any changes to this plan shall be submitted to the 5v Gulf Coast Supply and MFG Crimp Metal roofing FL #11451.12 architect 26 5v deck wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ga. crimp metal roofing attached R plywood using #9 x 1.5" I (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6 end for approval in writing prior to starting construction. d wooscrews with self sealing washer at o.c. max spacing over ASTM D type 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 6 o.c, at all laps and two stagggered rows 12' o.c. in field. Attach //�� II — R e t U r n ALL S tUG C O Sands into UJ i n d ow or D Oor aps fastened with corrosion resistant tin caps and with 1.25' ring shank nails a aced 6" o.c. at all laps and two staggered rows 12" o.c. m Piald. Attach deck to trusses using attachment detail on this sheet . dick to trusses using attachment detail on this sheet 5/8" thick x 8"w cut, oral finished stucco bands 3 �5/8" thick light textured stucco on typical concrete block construction ---------------------------------------------------------------- R 1 G H T E L E \ ,fir 1 SCALE: 1/4' - 1'-0' 5/8" thick x 8"w cut coral finished stucco bands17 = Finished Fl Finish Columns with aa. 5/8" thick cut coral finished stucco bands 2" x 4" top plate19 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base board —1 2" x 4" P.T. bottom plate ti7••r.: f... 1' •ip•. 1`iJ,:, t;� fie.:r,.,; 4" concrete slab with fibermesh OR VxV #10/10 WWM on L and Viaqueen over clean compacted termite treated fill interior Non -Bearing Partition 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 V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 5/8" thick light textured stucco on typical concrete block construction F T ELEVAT10N SCALE: 1/4" - II / ) ms Braden t Braden AIA, P, Ulynne Building Corp. Architects —Planners r f� 411 S.E. Coconut Avenue T L e Grand Carlton '=al Tel : (112) 281-8258 11 n Fax E—mail: : (112) 281-8283 bradenalascomcast.net S ankh Lakes S Lucie County Florida Atunrt i=1_ 'AAGICIL sdee'nnnn� � . 5/8" thick x 8% cut coral finished stucco bands 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: Lth Edition and ASCE 1-10 for Wind Loading SmWing Design Is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: LW Roof Pitefi: 4:12 Internal Pressure Coaff Went- tQ,la Sub,lectabditg to damage from: Weathering: Negligible Termites: Vera Heavy Width of Rod End Zone: 3'-4' Wind Speed: IL5 nph ultimate Wli�d Exposure Classification: C 1.21 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; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.L pat Rod Zone: 2. +20.4/-51.0 psf Rod Zone: 3. +20.4/-84.0 pot Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) WallZone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? es Continuous Load Path Provided?ygis Are Components an Cladding Detsi s Provided? Yes Minimum Soil Bearing Pressure: 2.500 psi. Presim ii tive: X Bu Test: pal ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: I0 pat FLOOR LIVE LOAD:,.§- psf FLOOR DEAD LOAD:-LQ- pot - Rod Zone I Walls Zone 4 - Rod Zone 2 ® Ways Zone 5 END ZONE - Corner Zones Rod Zone 3 JOB ADDRESS: A<� Date Drawn Revisions Sheet Comm tt 3-2L-20 I GARAGE Drawn by: RIGHT C.C.U. VIEWED FOR I , 2 — 21 Checked by: CODE COMPLIANCE D.R.B. ST. LUCtE COUNTY OF 5 FILE COPY FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = I'-O" I. 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. 5. 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 P.S.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. 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 accessibilitg 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 Water Heater 2 h" 2 %2" 11 6" 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 R30 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 block6with'c materials exposed on the underside of the roof deck or on the attic walls shall complg prior to door with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C960, Cl002, C104�,C11��, C1178, C12-18, C1395, or C139L and shall be installed according to the following: (FBC R'102.3.5) Dr wall Thickness Location Orientation Framing Member Max spacing fasteners Nail sizing optione for installation drywall into Spacing of Nails Screws Maximum wood framing members 2' x min. thickness Ceiling Perpendicular 24" �" 12' 13ga 1 3/8' long with 19/64" head 0.048" diameter x 1 1/4" long /2 annular -ringed or 5d coder nail OR 0.080" dia. x 15/e" long with Walls Either IL" 8" IL" Direction 15/L4" head OR Ggpsum board nail 0.086" ilia. x 15/8" with 9/32" bead. Ceiling Perpendicular 24" 'I" 12" 13ga 15/8" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Gd coder nail / Walls Either IL" g" 14" 0.042" dia. xR 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0916" dia. x 1 1/8" with 19/L4' head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L' o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/IL" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" it max thereafter at sill per product apArrc 19. ALL ceramic the surfaces installed shall conform to ASTM 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 C11-18 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 accompan in smoke developed index not to exceed 450 when tested in accordance witli ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wool screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 ib felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails !Paced L o.c. at all laps and two sta�gared rows 12" o.c. in field. Attach eck to trusses using attachment detai on this sheet Simpson HETA 20 or equal hurtFicans anchor at each truss 12 unth (10) IOd x 1 1/2" nods PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max 4 r- at 24"o.c. TYPICAL ISIOIbs upilPt (oho drawin s b manufacturer) Aluminum Drip --� Edge t Fascia 2' x L" Sub-Faacia lil full o y4l vinyl soffit I uwn 1/8' die shank x I S• long roofing nab with 3/8' din. hood produoL approval - wa chart sl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' overlap at each filled cell Grade sl TYPICAL SE P 9 il R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete end (l) 45 bar cont. in each row. Substitute Car lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 fl-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainingg ASTM codes. � Mortar to be Type M o I proportioned per FBC RL01.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max spacing shall not exceed Wood 48" unless otherwise noted sae foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR it #10/10 WWM on L mil Visqueen over clean compacted termite treated fill IIII IIIII w x 18 Concrete footing IIII--III with (2) #5 bars cont. and #5 III transverse bars at 48 o.c. TiON Scale 1/2" = 1'-0" AREA CALCULATIONS DIRASH POST DETAIL N.T.S. Living A/C = 1446 sq. ft. 34" high bg 4" diameter Front Porch = 141 sq. ft. steel crash pFlange with 4 st. 3F18" Rear Porch = 200 sq, ft. n bo50 Garage = 321 sq. ft. elms ksint� steel plate) Total Under Roof= 2108 sq, ft. L„ 2�2" 2'F6 Total Cubic Ft = 11,548 r," O 03/8" 21/2" 2" I VrTIR Jti. O O 2 2ee MASTERBATH I 2" LAV-I I ` 1*4 I Wn-I LAUNDRY " 1' 2" $2" ll „ N3" BATH #2 2.9.2 - PLUMBING RiSER Buck nailed to Masonry Beam aw hardened nails To septic I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment '': r, �' fixed door sliding door r, Masonry wall 7 1 v2" Bottom Track Typical Flooring Sill Install SGD thru buck Sliding Door D e+ into block with 3/I4" tap -con with d I i I penetration at L" o.c. max. fromom each corner and 20." Ill max thereafter at Jambs per product approval Jamb At Masonrg Wall NTS window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%"x V-3 %s" 54Ya"x L3/4" Single Hung ZONE 4 2. V-2 i/e"x V-3'ie" 15' x L3 /4" Single Hung ZONE 4 3. '-2' x V-2 1/2" 1 21%'x 385a" Single Hung ZONE 4 4. 4'-5%9"x 4'-2%" 1 54%°x 54Ys" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rou h O enin Door Descri tion PRESSURE ZONE A 9'-O" X �'-O• 108' x 84" Overhead Garage Door ZONE 4 B 3'-O' X L'-8° 41'/,"x 83if" Fiberglass Panel - [naming ZONE 4 C L'-O' X 6°-8° 14" x 81 %2° ,.„°ot„at°" Sliding Glass Door ZONE 4 D 28-0" X L'-8° Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 E 2°-11" X 6'-8" Solid Core - Wood - L-Panel F 5'-O° X L'-8° Solid Core - Wood - L-Panel - Bi-Fold G 2'-e" x L°-e" x I);' Solid Core wood. Steel, or MaaonlLe Door H 2'-8" X V-8' Soho Core -wood - L-Pan.( d 2'-6" X L'-e' Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*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 manufacturer s specs prior to construction 11 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch I v 8'-O" to T-1 " A.F.F. OL Vaulted telling GR AT R OM I 1 I I I N I 8'-0" to 9'-8" A.F. 2' x V knee -wall Vaulted Ceding 1 below counter top DINING 1 ROOM 1 ,� i Vanity to be 1 34 Y2"high 1 High Wall I - n °D 1-1/2' - - laver -hang 0 0 71 11 8'-1„ Is 4„ _o„ H #2 c`nv Rod t Shelf O 6 -�til I m if � � e'-o" A.F.F. Flat Ceiling Ill-411 I � a 00 -- " Q 3-9 V e wUm LL _ Z SECOND C O BEDROOM E ERGE (Y GRES �o EGRESS EGRESS 12'-8" OF 8'-O" A.F.F. am Flat Ceding NLL Rod Ir Shelf L' I � NI I 6 L SET of II 8" I Rod Shelf I how I o ( K�ITCHEE N --J O 8'-0" A.F.F. Vanit to 34 Yu hIgh- in I I BATS O Flat Ceding cv 10, pper ca inets to 771 extend over ef. iY 1 1Z � ��;11 ��V P"a•i H 1 -1i brta C\/t 4'4 Steel Ballard b detail on this ghee I 22' x 54' Atts; Access Provide auto I _wth Yght I closer L _.1 s 150 mp m Panel LiJlL:JI w I Iv u = 3'-I" O " I :s ' in 12' x 12' contra ith concrete and into ltIIe-lsL 6" a column block (2) 41 bare Vert. above filled C C tied FORCIIII V E R L' E D 2" N - o " a C 31 31-4" 5'- V 34'-0" Install windows thru back into block with 3/I6" tap -con with 1 1/2' penetration at L o.c. max from each corner and 20.' o.c. max thereafter at ,Iambs and 20" ox. max Exterior face at head and will per product approval of wall / \ Buck to be In x 4" PT GARAGE e'-4" A.F.F.01L O Flat Ceiling 1 O r-----------------y Block wall in garage to be 1 struck block I 9'-0" 3'-5" IS'-10" Vent filler 4'-O" eter Attach buck to block wall with 114" dia. Elco conic screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall arise 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT R8 Wood screws thru jamb into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each is and 150 it max and D e t a l I at Windows Prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door W for to door and INSTALLATION NTS NTS Braden t Braden AIA, PA Wunne Building Corp. Date Drawn Revisions : Sheet Architects -Planners GARAGE 3-24-20 Coconut Avenue The Grand Carlton RIGHT Drawn by: 2. TelS.E. Tel (112) 281-8258 C.C.U. Pax : (112) 281-8283 E-mail: bradenaiascomcast.net 5ppanlsh Lakes St. Lucie County Florida Checked bg: Stuart. FL 3�499L #AACO00032 D.R.S. OF 5 Comm # 12-21 B 0 I MU I l.11c/�L I X v I >=J' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL. MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, I OR 4 ©00 PSI GROUT MIIX AT 28LDAYS MIN. 3000 PSI 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I(- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOLADATION FLAN 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" for approval before proceeding with construction. Termite Protection for New 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be Soil treatment used for subterranean termite prevention encountered, the architect shall be notified in writing for revision 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 45 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment O.G, 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 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 forany other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24e o.c. unless otherwise noted (see section) consumer services. 6. 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 termicide in annular space between sleeve and pipe. 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-I/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ C 30" overlap Fill cell with concrete and E 111 (1) #5 bar Vert. (typical). Thicken edge to 8"x8" " at each filled a Max. spacing shall not exceed with concrete and 4 concrete slab with fibermesh OR 48" unless otherwise noted one #5 bar continuous 0x6" #10/10 WWM on 10 mil Visqueen over Contractor to provide Wood see foundation plan notes for clean compacted termite treated fill proper foundation chairs Base spacing at openings GRADE for proper steel installation 4" concrete slab with fibermesh OR VxV #10/10 WWM on L and Visqueen over ;Dlml / clean compacted termite treated fill Grade w f•'""'.,'" �"�' - �-1 I111�; - i illl (III li�i Ill'= �i! 111EI"' 14 ,"w x 18"d Concrete footing unth (2) #5 bars cant. and #5 transverse bars at 48"o.c. 3' ITYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6' xb #10/l0 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont- step per foundation plan #5 bare cost, bottom steel Q PORCH SLAB EDGE DETAIL SCALE 1/2" #5 b Vert w/ #5 bar Cont. in curb Curb height Verify based on foundation plan- F- DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) #1 bars wart. tied into lintels above Top of looter IL" below finished floor 12" -_ 1jjIIIII 30"x30"xlb" concrete column footing with (4) - #5 bars each wa 30 F COLUMN FOOTING DETAIL SCALE 1/2" Grade 5 30" min. ar 30" overlap Corner Steel Lap at each filled call n t S Fill cell with concrete and (1) #5 bar Vert. (tgpicaU• Filled Cell Masonry Column With One Max spacing shall not exceed 45 From Footing To Tie Beam 48" unless otherwise noted we foundation plan notes for Cone. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR xL" #10/10 WWM on 6 m1 Visqueen overL� / clean compacted termite treated fill " HN 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. ARAGE CURB DETAIL ■ . '9,I 2" x 6" PT wood secured 'with 1/2"dia, x V 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 NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT Ovi (V�O -4 Single 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 t Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net = PATIO/5LA33 I 20'-01, lo'-o" I"I J ° I L2J1LJi i i i_i_!_i_ ° L I J© 8 L Filled cell under girder above Oi I FI I Rear Patio/Slab ui �o be poured aeparate —7 L `I� Lj from the house slab. I or Thicken footing to I 24"w x 14"d x 24'L a. O I under filled cell FI 1 under girder bearing. I -----1----- — ---� I I Rear Patio/Slab to I be flush with bottom of I sliding door recess. _{ I Slope 1/2" 1 -II i I _{ I ' I of FI 1 ° l I H.B. toner to slab with fibermesh OR 6"xb" 410/1 WWM on (o mil Visqueen over ° I clean co patted termite treated fill 1 IFI I o I i f— I "' I I I 0 I FI B. O of r ___ _ 4'4 Steel Ballard I #I 0 filled w/ Concrete 9)I >>I I I �a _ Ial�l I o I s° � wC11 7a1 I I I gym°' I °u" I I I Ear IL e U of I I =EE � I I r q -V � ❑° o W tlD s.1 l iL S I r- / I ® vO o 0 I " U a I� UOQL_______— o° °—T——r- o Lill o F I I® ® ° °I X1 in r° L--------- —� r"2 ° II'-6"V concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Wunne Budding C rp. The Grand Carlton S anish Lakes S , Lucie County Florida 1711nI PIP11 1.5 Recess for O ° arage Door tic u� gm LL i cv FOOTING SCHEDULE D tam 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 128W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS JMarklSaw 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS With Curb"at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' Date Drawn Revisions 3-26-20 GARAGE Drawn by: RIGHT C•c•U• Checked bg: D.R.B. Sheet 3. OF 5 FILE COPY Comm # 12-2-1 B I 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 Plyywood 4. Use nails or screws bas d on ress re for root stated in permit into box on t�iese pans for zone 3 K Area Ede Field Fastener Pressure one I 6 6 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 par Zone 3 4 8d ring shank 84 pet ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Verifg with Plan Concrete / Lintel 12"x 12" lump Block v#1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS BEAM SCHEDULE Mark Size and Descrl Lion Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e band bar with a 10" min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast -- - lintel set in mortar Min. 8' Bearing -` Provide #5 bar set in pre -cost lintel into beam where length of the opening calls for it. ovide PT Suck :ached per jamb ails into filled ci 4' Pre -cast Sill R-II batts Filled Cell Provide #5 bars with min. 48 bar fiameters overlap in filled cell. Tie illed cell steel into continuous Concrete Footing (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" textured stucco installed over ASTM D tuue 2 ui SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' bloclunp to vert. lag of tear with IOd x 1.5 nails at 4' o c. Install Smpeon MGT into wall using 5/8' dia. threaded rod set min. 3' Into wet beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT ,as in w I upe lit reit paper using ad nana. 5uoatrate to be 19/32' COX Pigwood 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 MIL51.12 26 ga. 5v crimp metal roofing attached to plywood dock 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 underlayment installed with min. 4 side laps and L" 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 Unit WidthSire Lintel Cast -Crete S fication •N' Block Rome or Above 8ettam 8bel Size Tap Steel am „Gravity OL Lad (PLF) Up�ift Lad (PLF) Lateral Lad IPLF) L22 1'-2' V-60 e108-015AT i s6 $044 861 1024 L31 21 J3'- +-0' OFO-08/rr I s5 26N 1363 '163 L46 4'-5' 1'-10' GPO-OBAT 1 85 1105 101 $34 L50 5"-0- C-C OFS-08/rr 1 85 1238 as 121 L O V-0- T-L' OFO-Oi3/r r 1 85 Ion 121 634 LSO W-O' T-4' SPS-IS/2T 1 86 a 1 86 152 511 512 1.10 1'-0' 1&-L' 0P0-18/2T I 86 2 85 643 630 401 1.105 1'-0' 101-61 910I6-118/2T ONE 1 85 2 86 1533 Ilea 401 11.I00 IC'-O- Ir-4' 9P8-18/2T 1 85 2 86 602 1 414 452 1.1008 10'-0- II'-4' I SPI6-115/2T ONE 1 85 2 ai 136E 1029 452 LIaO rd'-O- IV-4' OPS-18/2T 1 85 2 85 411 420 324 L1208 12'-O' IV-4- OPI6-15/2T ONE 1 85 2 85 1015 110 324 LHO H'-O' 16'-4" MIA-0/2T ONE 1 #5 2 85 1250 601 261 LIAO IL'-0- IT-4- SPS-18/27 1 1 85 1 2 86 3o0 A2 114 LMM I6'-O- IT-4- SPIL-15/2T I ONE 1 85 1 2 86 150 Soo R4 - 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 huricame anchor at each truss wit (10) IOd x 11/2 nails - ( 24" o.c.) suppporting Max. lelolbs. uplift Aluminum Drip Edge t Fascia IT 2' x 6" Sub-Fasci Kayean full o vent viral soffit installed using Val ilia shank x 1.54 long gaiv. rong nails with 3/8' ilia. head per product approval - see chart sheet 81 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied``""— into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of rooter I6" below finished floor 4 into Aluminum Drip ' Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd "�ds at each web \ 3/1- penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vart. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess_ Step per foundation plan — Slope per foundation plan 1111IIIIIIII,Iii' I'II I'I i T UbICa Trusses at 24' o.c. see shop drawings bu others R-30 Batts II batts `1e ceiling transition as n as needed using metal studs 1 W-1 field verify exact configuration and sizes Drywall ceiling see tgplcal section Celllnq transition Insulation Detail nts Brace Gable and with 2' x 4' SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES 9 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 (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring stripa at IL" o.c. with R4.1 t`i-foil -insulation on typical 8" Block walls n w ILU � X J wi O � C (�1 +J .J H to O a a 2 -C 'a ei v .. -� ti °a 1p o O (f) 10 2 N r_ s If Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/0" die. threaded rod with min 12' embedment ( 24" o.c.) supporting Max.into pp 9 (22) beam either wet set or in IOd malls into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet , mimwl� llpm Z. INV Arm- 119AFAM JA M VAN 1 WX 11111111111111 Oil 0111 VIA rr6 I., oil- b Z. All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned per FBC RLOI.I and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and o /"`� () #5 bar vert. itypieaU. RF v 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 mil Viaqueem over - — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #10/10 WWM on L mmil 4" concrete slab with esh TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER �clean compacted termite treated Pill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE a w L = X sl r OU co N E <I`'o°a a n u..� ti psi °° U � O EC: 00 — N N so it Q `N w Jr: /#C Brace Gable end with 2' x 4" SYP #2 min. mart back nailed to bottom of top chords using (2) IOd nails at each truss ill III -4"IIII - ��� FI SeCtlOn at Front fi Orch WWI FLAN 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 FILE COPY -2-19 PANEL "A" Poles BR Load Woe Description Gwen `ems Desenp6lan Wes Lead BR Pales 1 20 1.2 ke 812 Rehgeratar I move if 12.0 km 50 2 1 20 1.2 ks a12 Clothes Washer 3 1 20 1.5 Its 812 Kitchen S.A.C. 5 c M $10 6.0 lea 30 2 1 20 1.5 ka $12 Kitchen S.A.C. I a 1 20 s12 Bathroom Recepts 9 10 Arc Can son $10 9.0 ku 30 2 - 1 20 1.2 Ice s12 "Wo1 er II 12 1 20 1.2 Its s12 r1wraseve 13 14 Alr Hmildtir sl0 6.0 ks 30 2 1 15 - 814 General L-kil" 15 IL 1 16 - $14 General Lghtma 11 18 WH $10 6.0 ku 26 2 1 16 - $14 General Ligleeg 19 20 1 15 - $14 General Lghteg 21 22 GDO $12 0.81 KW 20 1 1 15 $14 General LgliaM 23 24 spare - Spare 25 2L Spare Spare 21 28 Spare Spare 29 30 spare PANEL "A' LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watta) General„Llphting„t3, Warta„sg. Pt.) Small, A,ppiiance, Circuit(s) ................................ RangQ......................................................... Refri9erotor.................................................. Mrcrowava..................................................... Drah Washer ................................................................. Ct?>ibos..waahor............................................... Clothes..D.roar................................................ Water, Heater Garage,Door,Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5.205 2 ISOO 3,000 1 12.000 12.000 1 1,200 1,200 I I 00 1,600 1 1,200 1,200 1 1.200 1200 1 5.000 5,000 1 4.500 4,500 I BIO 810 Total Watts SSAI5 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25.N5 940% 1 O IOA46 Electric Heat or A/C 10,000 aL5% 1 10,000 10,000 Calculated Load Watts $0 4L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical 5 mbol Legend $ ample Pole Switch® Recessed Can Light Sa Double Pale snatch E II Recessed e Push Button snatch Exhaust Fan -9 Duplex Outlet Calling Mounted Light Special Receptacle ♦ Well Mounted Light etarpr groand fault ceeuit Light arth Pug Chem (attic) ® Floor Duplex Outlet o Computer Correction Jack ® Carbon Moreede Detector 4& Flood Light T Thermostat Electrical Panel m ® Central Vac 8 Elactrieel Meter ® smoke Detector Calling fan ® Television Jack Telephone Jack A A/C Dlsconrect ® I x 4 Florescent Light CO 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN T� = THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: H.B.1T Vent _thru__ Soffit ATIO/SLAB PATIO/SLAB I I GRR AT R OM I I I Center Reglaters 119 CFM on telling fan IL9 OFa 7 12" DINING ROOM 232 CFM 12xixl 1 1 I I IL' I I I I L JL' SECOND BEDROOM I 12x12x9 i i S/A 1� 4u COVERED PORCH MECHANICAL 19.3 CFM IOxIOxd MASTER BEDROOM 11.3 CFM IOxIO)d Zt7 �w ,1_J12D/A "I 22' x 54' A;Kh Access I L---- Y�n�_�hru BAT4q] - Soffit 150 Amp Meter Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I LAYCLT SCALE: 1/4" = II -Old I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a lase than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire aTI required smoke t Carbon of period of not gears 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 gear from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of rnstallation that mag 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 racewags and pipes placed In or through ang concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum or three diameters of the ALL rooms. all items for a complete electrical agatem and provide all largest conduit or pipe from ang other service. S. A/C Return Air Balance Must complyg w/ FBC RMIL02 the requirements necessarg for the equipment to be placed in 9. %C Refrig�yrtlrlt 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. seevad In YGG ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. Dr Vents be Braden Braden �41A PA 11. All work shall be performed by a licensed electrical be fullg meet all standard requirements of the local electric utility er to installed per FBIC RMI502 Architects a -Planners 12. contractor, the completed s stem shall operative. Contractor for Fees, and telephone company. shall pag all permits, testin , and 911 S.E. Coconut Avenue 13. inspections including blower tearing where required. All work shall be coordinated with other trades to avoid I8. The electrical system shall be completely and effectivelg Tel : (112) 281-8258 grounded as required bethe 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 19. All material shall be new and shall bear underwriters E-mail: bradenaia9comcast.net against the public Iiabilitg and property damage for the label* where applicable. _ Exhaust Duct Thru Soffit - Wire For Front Post Light /,it overed Porch'., MASTER BEDROOM I / WP GFCI G: R AT Smoke / Carbon - RO M Monoxide Detector Combo I n I C I III I I I %Il LQS�, T DINING GFCI E ROOM � JH I I� I � G CI 5 p FAIdC -4 I � N lssI ----- KITCHEN I C Hines C.M. Detector 3'-2" 3'-?„ 124" • onlyy per FBC R314.3 1 1 50 M F n. iir� GFcym - - - - - / m r W � ( enter > �COND % BEDROOM I / V B /\ i e y/ e GFCI GFCI _ `IV I Attic xAe ass I Lam light J i O tlaw 15/0 Amp p paneI location 1 / Panel Pull chain / light In attics 42"h GFCI Y GARAGE Garage Door Opener r-----------------i I I I I I I I I 1 I 1 I 1 I I I I I � � r ELECTRICAL PLAN O iv M_,-�Poat Light with I Photo cell Wynne Building Corp. The Grand Carlton Sppanish Lakes St. Luele County Florida iv N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet . _=9 under disc. �not shown for ^ claritg A/C eter SCALE: I/,V = I,-011 Attic Ventino Calculations EBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I4.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions GARAGE 3-24-20 RIGHT Drawn leg: C.C.U. Checked bg: Sheet F-1 OF 5 Comm I2-2-1 B II a�i,.a,F F 4