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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MPG 5v Crimp Metal roofing FL 1II651.I2 26 ga. 5v primp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaeed 6" o.c. at all laps and two.steggered rows 12" o.c. in field. Attach 5/11" thICK cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 d 26 go. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5' woo screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side taps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. et all laps and two stagggered rows 12. 2 o.c. in hold. Attach deck to trusses using attachment detal on this sheet Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 26 ga. By crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4" side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aPaced d6 o.c. at all laps and two stapered row& 12' o.c. in field. Attach .1iL 4n 4rnaua II lnn w 4srileent tletnl nr1 t_4116 sheet II - . 1 V 4111Yh YY4 YVI MI 04uVVV WTI 6tfI YH\ YVIIYIY finished stucco bands block construction REAR ELEVATION =L=VATIO>N >XOT=s: Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Ang 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 4 SLOPE 8'-1" T.0.B. � E�]E thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on tgplcal concrete block construction Finished loot I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION SCALE: II - 1'-0' 12 4 1 SLOPE SCALE. 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood 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 underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced I" o.c. at all laps and two stalgared rows 12 o.c. in field. Attach dpack to trusses using attachment dotal on this shoat FIT 151 I!l =1coral finished stucco bands �I ICI I'u 1ICI � ==1ICI I=1111I I lian!fir I/2" drywall ceding on truss bottom cord 2" x 4" top platell 1/2" drgwall on 2" x 4" studs at IL" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermash OR 6"xV #10/10 WWM on 6 and Vlsqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mall: bradenalaecomcast.net /8" thick x 8"w cut val finished stucco bands 11/8" 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' COX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4" - III Wynne Building Corp. The Grand Carlton Spanish Lakes St, Lucie County Florida ®in 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick 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 Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bu DowiI is: Enclosed Risk Catego"ry. II Wind Velocity: ILS mph ultimate Mean Tioof Hanght.�I'-� Rod Pitch: 4:Is Internal Pressure Coefficient. tD.l@_ Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Rod End Zone.-3'-4' Wind Speed: ILS mph ultimate Wind Exposure ClaseiPicataon: C 1.21 x O.L 0.�2L Adjustment factor for Exposure Height: ASUeslgn Load Combination: ASCE 1-10 Section 2.4 DL+LLo DL+O.LWL: O.101- LlUL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-332A paf Rod Zone: 2. +20.L/-57.0 sf Rod Zone: 3.+2OA/-84.O�d Components t Cladding Waft End Zone Width: Components t Cladding Wind Pressure (NET) done: 4. +35.8/-38.1 pal Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? yes Continuous Load Path Provided? Are Components an Cladding Da- s Provided? Yes Minimum Sal Bearing Pressure:2.500 Cal. Presumptive: X Bg Test: pN ROOF LIVE LOAD. -W— pit ROOF DEAD LOAD: 10 pat JOB ADDRESS: ® WRod Zone I ails Zone 4 F—nWaRod Zone 2 [Is Zone 5 END ZONE RCorner Zones ad Zone 3 Date Drawn Revisions : Sheet Comm GARAGE Drawn b0 - E COPY` LEFT 12-2 � Checked hill: D.R.B. -=E COMPLIANCs: OF 5 11....._._I_ FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor Flange with - proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion boll ts into slab (3/8"t 50 lean steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have L„ 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,SOO PSI concrete. o 2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to m ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix bottom 4' 6. Drywall at ceilings shall be leveled and attached to chord 2'h" of trusses with screws per FBC RI 2.3.5. 0 0 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. �2 6 h" 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 R302.9.1 16. 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 I' x V P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition IS. Ggopsum board material shall conform to ASTM C36, C79, C4�5, C514, C630, C931 C960, C1002, C1041,0111, CI118, C12-18, C1395, or C1396 and shall be installed accordina to the followinci: (FBC Ri02.3.5) Drywall Thickness Location Orientation Framing Member Max spacing oP fasteners Nail stung options for installation of drygwall into Spacing Maximum wood framing mom era 2" x min. thickness Nada Screws Ceding Perpendicular 24' .1" 12" 13ga 1 3/8' long with 19/L4' head 0.048" diameter x 11/4" Iong annular -ringed or 5d cooler nail /2 Walls Either IL" g" IL" 0,080" dia. x 1 5/8" long with IS/L4" lies Direction OR Gypsum board nail 0.080 dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 9" 12" l3ga 1 5/8 log with 19/64" head OR 0.098" diameter x 1 3/8" I'm annular -ringed or Ld coder nail Walls Either lL" 8" 16" 0.092" dia. xR 1 1/8" long 'nth 1/4' head Direction OR Gypsum 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 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 6" o.c. max. from each corner and 20" o.c. max thereafter at sell per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood 7eck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max racing over ASTM D (type 2) 30 lb felt undarlagment installed awiith min. 4 side laps and V and lapscedaO ro fastened with all laps and twos statgigered Brows 12" with c25"in if field. a Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at eilch truss 12 with (10) IOd x 11/2 nails PRE-ENGINEERED TRUSSES ( 24" c.c.) supporting Max 41-- at 24'o.c. TYPICAL 18101be. uplift 1� (shop drawings bg manufacturer) Aluminum Drip Edge t Fascia 2' x 6" Sub-F Kagcan full o vent v"WI sorf�x�'elled wing 1/8" dia shank x 5' rodng role with 3/8" die. head per product approval -see chart sheet #1 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap ~ at each filled call PM Grade _ - - 1111 III -IIII I I � I _ ���-IIII�i ��l�l =III TYPICAL SECTION R-30 blown fiberglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows or beam block filled with concrete .and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 frroil -maulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar Jonts shall comply oath 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 apacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR OxL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill �-IIII =11� I T III - " to looting 14 w x 18 Concrete g with (2) #5 bars cost. and #5 transverse bars at 48" o.c. eels 1/2" = 1'-0" to Masonry Beam / roils Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garacle = a21 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 r pVTR 12" 12" I MAAST R 1 V 2„ I " win-1 2" we-i 2" 2" LAUNDRY 2" 3" 2" r AAv r}2• vTR 3" ST-1 3" 6-1 i 2 KTICHEN 2" uev-11 3" 2" 2" " a" ", _, BATH 82 PLUMBING RISER To Septic I" x L" P.T. Buck nailed to O block with case hardened nails prior to door attachment Masonry Wall <::' L-.[ wl N' Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D Oor Detail I penetration at L" ." max. fromom each corner and 20." o.c. max thereafter at Jambe per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Descri Lion PRESSURE ZONE I. 4'-Sks"x 5'-3i"" 54ke'x 63i4' single Hung ZONE 4 2" to'-2ka"x 5'-3'/a" 15' x 1.3 i;' Single Hog ZONE 4 3. '-2" x 3'-2 1/2" 21k2"x 38%` Singh: Hung ZONE 4 4. 4'-5%s"x 4'-24' 54!a"x 547e° 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 Rough ® enin Door Description PRESSURE ZONE A 9'-0" X 1'-O' 108" X 84' Overhead Garap Door ZONE 4 B 3'-0" X L'-8" 41'/4'x 83%" Fiberglas Parcel - Inswing ZONE 4 C L'-O" X 6'-8' 14" x 81 '/," Sliding GlIm Door ZONE 4 D 2'-O' X L'-8' Solid Core - Wood - L-Panel -Bf-Fold Fnished 24" x 81 V E X-L' X 6'-8' Solid Core - Wood - 6-Panel F 5'-O" X 6'-8' Schd Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8' x 1 %," Sdid Core Wood. Steel, or Masorete Door H X-8' X L'-8' Schd Cote - Wood - L-Panel J 2'-6" X L'-8" Solid Core - Wood - L-Panel - Br -Fold K X-8" X P-8' Solid Core - Wood - L-Panel - Br -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 _j 0 in i N 4"-0" 9'-6" 12" T-C 2" OPTIONAL O PATIO/SLAB ° EGRESS A 12'-8" N MASTER um BEDROOM tin 8'-O" A.F.F. U) Flat Ceding Rod il'Shelf Vanity to e I I N 4 h " hig o ° rr ON O E 11 12" x 12" Concrete column / block filled with concrete and (2) #Z bars vert. tied into lintels above Covered Porch tol9'-8" A.F.F. Vaulteb Ceding CAR AT ROOM I 19'-8° I V_ I Cr CA 2" x L" knee -wall 8' 0" to T-8" A.F.F. below counter top l Vaulted Ceiling I DINiNG (1 r Rod QShslf I allIx ih F i R O O M ♦ o LA H ♦ Vanitlo to be I 1 34 Y2' Mgh ° (410) 9Y," /-O 3/1" r ID igh WeKITCHENan �y" L - - Uverfiang-O"Flat Ceding 10'-5„V_ L'-O n O U ext abinets to nd over Ref. Iseea R-11 Batts Insestli„ A/C w.H. w I c/ 4",4 Steel Ballard _ T #I Sae detail oA11�ehaaL 7" I F u 21 x I " Provide auto 1 Attic cc O I closer L_____J - I Meter 150 Amp 3 4" of Panel un do GARAGEE14GRES Y, O -4" A.F.F. MT ( Flat Ceding r r-----------------i Block wall in garage to be struck block I I I I I j ® I 71777 3'-5" 9'-0. J 15'-loll 0 , i BATH Rod 8 Shelf A.F.F. Flat Ceding SECOND w BEDROOM C 0- -EGRESS 11 ►9 ou i in itl Ln N p COVERED 12" x 12" concrete column block filled FORCIA with con rote and (2) #11 bars vert. tie 01 6' 2" into lintels II'-6" above \ 6" Tn :�M 3'-5" - 34'-O" 9'-6.1 ;o V_ Attach buck to block wall with 1/4" dia. Elco cone screws with min. 11/4" penetration at 12' o.c. max and 4' max from each corner thru REVIEWED FOR Exterior face 2" x L" PT Buck CODE COMPLIANCE d will sine. ST. LUCIE COUNTY B G G C �- 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D et a I l at Door prior to door attachment INSTALLATION NTS NTs en it Braden AIA, PA Wonne Building Corp. Date Drawn : Revisions : Sheet Comm #// Architects - Planners GARAGE l 2 - 2 to S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: Tel el (712) 281-8258 � C.C.U. 2- Fax (112) 2 s1-8283 Spanish Lakes Checked bg: 13 E-mail: bradenaia comcast.net St" Lucie Countg Florida D.R.B. OF 5 -r CI 2B001 it A/'nnnnl7 Install windows thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L' o.c. max Prom each corner and 20." o.c. max thereafter at jambs and 20' o.c. max Exterior face at head and oil per product approval of wall -1 / \ Buck to be 1' x 4' PT .7 I IIiZ%UL. I Uiq;;�/"�L_ IN I =.7" 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 `I• 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 #I EXPOSURE ="C" 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 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30l STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF I600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. 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 I #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 t0 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 for any other condition used. Foundation Walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. (a. 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 t0 construction termicide in annular space between sleeve and pipe. S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. S� #5 liar vert, w1 30" overlap Fill cell with concrete and " _ E at each Pilled c (1) #5 bar vert. (typical). Thicken edge to 8 x8 Max spacing shall not exceed with concrete and 4" concrete alab with fibermesh OR 48" unless otherwise noted Wood one #5 bar continuous L"xL" #IO/IO WWM on 10 mil Visqueen over o Contracts to provide see foundation plan notes for Base clean coin acted p termite treated fill ttl proper foundation chairs spacing at openings �'R a DE for proper steel installation 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over °0 / clean compacted termite treated fill — Grade 9 - I Ili F `-IIII IIII ��IIIiI,,,_LIII- -- IIII i _ - b IIII =IIII IIII 14"w x 18"d Concrete rooting with (2) #5 bars Cont. and #5 transverse bare at 48" o.c. I) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per ,.. , foundation plan #5 bars cont. bottom steel d \� 1 D/ ET,41L AT 12" x 12' concrete column block Pilled With concrete and (2) #1 bars vert. tied into lintels above Top of rooter IL" below finished floor ARAGE STEPDOWN SCALP 1/2" = V- DETAIL 3O"x30"x16" concrete column footing with (4) 45 bars each way #5 bar cunt. in curb Curb height Venfy based on foundation plan 30" min. F -I #5 bar vert. w/ •30' overlap Corner Steel Lap at each filled cell ntS Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One -Max spacing shall not exceed #5 From Footing To Tie Beam 48" unless otherwise noted g we foundation plan notes for Conc. Fill To Be 3000 PSi spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill t4' . FH IIIII�I,-IIII .I� 14 w x IB d Concrete footing with (2) #5 bars cont. and #5 'III transverse bars at 48" o.c. RB DETAIL SCALE 1/2" _ 2" x L" PT wood secured 'with 1/2"dia. x L" 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 PERMIT INFO BOX ON SHEET #l. SEE PRODUCT GA Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Arclhitects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net es..M..r C1 6XAQQJ itAAt�^^^^1202 O �r fi m U 1 14'-0" -1-1 +1 ram" 1 20'-0" 1 iv -v vi 10'-0. [FA'TIO/SLAB r _ — r—— — — — — ° I FI under Pilled cell I ° a under girder bearing. L _�_ _ _ _ — (] _ _ _ _ ° Rear Patio/Slab to I be Plush with bottom of sliding door recess. Slope 1/2" I I °I I I I I I I FI ° H.B. I 4" concrete slab with fiber ash OR I ° 6"x6" 1110/10 WWM on 6 mil Visqueen over clean compacted termite tr ated fill I© I °I I I I I 1 A/C ° r—— — — — — — — w.H I I #1 I 4'* Steel Ballard FI F5 filled w/ Concrete 4l) I % I I I I EN I I I I -00., q� w I ° -;i U_ o m�E O J © IF ' #6 I to I ego I o G F �n F r- 3'-5" WW nne Building Corp. The Grand C S anish Lakes St. Lucie Countg Florida 5" Recess for ° ° ° ° --- "°--------- ° ° arage oor 9'-0" 3'-5" 6'-2" J� © 6' 12" x 12' concrete column block fille with concrete and (2) #Z bars vert. ti into lintels above I REVIEWE0 FOR CODE COMPLIANC GT_ LUCIE COUNTY FOOTING SCHEDULE BOCC Mark am D=Cmtm I 14"W x IS'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12'W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14'W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revision& : Sheet Comm # G3-25-20 GARAGE // LEFT Drawn by: 1 2 — 2 f C.(r.U. 3. Checked by: B D.R.B. OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on res re for roof stated in permit info box on these pans �f or zone 3 Ke Area Ede Field Fastener ax. Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4 Itb" 8d ring shank -16 Pat Zone 3 it " 8d ring shank 84 psf ** Zone 3a 1 6" 6" #8 wood screw 112.5 psf ** Use nails or sCrews based on res ure for r of stated in permit info box on these plgns or zone Provide $5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. 14Z� Provide Cast -Crete -r BUS-OB/OT precast lintel set in mortar Min. 8' Bearing -- -- --- Provide a5 bar set in pre -cast lintel into beam where length of the opening calls for it. 7�p_ oyida PT Buck •ached per jamb ads into filled co 4" Pre -cast Sill Filled Call Provide 85 bars with min. 48 bar diameters overlap in Pilled cell. Tie Pilled cell steel into continuous Pooter steel. CBS WALL scale: 1/2"= r-0" SINGLE PLY REAR GIRDER TRUSS R-II batty Trusses at 24' o.c. we shop drawings by others Batts batts `4Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling we typical section iling transition Insulation Detail nts Poured Concrete or concrete block wall e Anchors Per Lurers Specs 1/4" Hex. Aluminum Panel Sims per manufacturer - See Tutiwal Stud Detatl Nail 2' x 4' blockinA to vert leg of 00, truss nab 10d x L5 nab at 4' ox. n i/ r x 3/32" Wing Nut w/ Me appropriate washer and spacing Verlf with Plan _ ad using. i `o par manufacturer's Details Concrete 9 12"x 12" N 5/8 Install dgia.thread d rod wet inn.rJ Lintel Column Block into wit beam and (22) IOd rteib into truss I e c J L 9 Column Reber Reber 48 Bar DIa. Min. Overlap to Lintel Attachment TRUSS BLOCKING DETAIL Poured Concrete o' AT GIRDER STRAPPING concrete black wall \ AT CENTER BEARING POINT MConcrete Anchors f anufacturers Specs NTS I 1 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 Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with 10d 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 (type 2) 30 Ib felt underlagment installed with min. 4 aide 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.e. in field. Attach deck to truss** using attachment detail on this sheet , LINTEL SCHEDULE Il Mark Wiriiow Uret Lintel Size Cart -Crete 8 ification esss •Abor t • $attain Steel $awe Top $teal 8rn Moot On Load" (PLF) int Lead U(E MFiLle Lmstterd Lead (PLF) L22 2'-2' V-6' eP9-o8/IT I s5 30L1 E41 1024 13I 3r -M 4'-O• We-08/1T 1 $6 260 Im 1L3 L49 V-5- W-10' �9-OD/IT I s6 Ib6 909 339 L6o 6r-o' L'-6' 8P8-o8/IT 1 s6 1238 836 TA LLo 6'-a' T-6' we-OB/rr I s5 ion '121 934 LWe'-O' V-4' 8P8-Ill/2T I si 2 si 152 San 612 L10 1r-o' l0'-0 GPO-Id/2T I s6 2 s6 L43 530 401 L10b or-o' lo'-L' 8PK-I5/2T ONE I as 2 1 85 533 Us 401 Lioo )O'-O' Ir-4" OPS-15/2T I s5 2 1 $5 sea 4" 452 LIOos ior-cm ir-Y 8111I6-0/2T ONE I 85 2 1 s5 r366 K= 452 L120 12'-O• I W-4' 8P8-18/2T I $5 2 s6 411 428 324 Lr108 12'-�O/m' nY-4' �%-lN/2T ONE I s6 2 $6 1016 110 324 Lisi W-O' 8r-4' e1:16-18/2T ONE I $5 2 s6 1260 604 1 wil LI60 W-Of tl'-4' 8P8-SS/2T I (IS 2 tK 300 M2 M4 Lwa i6'-o" 1•i'-4' 8PI6-18/2T ONE 1 85 2 96 950 r M4 - 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) Tod x 1 1/2 nails — ( 24' o.c.) suppporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2" x L' Sub-Fasci Kaycan full o vent virml soffit installed Mfg 1/8dia shank x i.6' long silly. roofing nails with 3/8' dia. hand per product approval - a" chart sheet ill 12' x 12" concrete calms block filled with concrete and (2) s1 ban vert. tie into imtels above thicken edge to 8"x8" with concrete and one s5 bar continuous BEYOND Top of Footer 16below finished floor 12 4 5/8" Alummum Drip ' Edge t Fascia Flash and Counter flash Nail ledger to gable slid truss with (2) IOd nllula at each web "i-mb lath to trovids 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. all 30' overlap at each filled cell Rear Fatio/Slob to be flush with bottom of sliding door recess. Wood Step per foundation plan Slope per foundation plan °0 i Stud Detail I Stud m/ Die Cast Zinc NTa Nickel Placed Wing Nut 2. Mush Mounted Shutter Detall mats ,_ W Brace Gable and with 2" x 4" SYP #2 Olt back nailed to bottom of top Choi -do using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by 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 (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over Is x furringg strips at K" o.c. with R4.1 Pi -foil 'insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainin ASTM codes. w � X O� N a3 F nL 7 X-Ca 'm W u..� to 4 p � — 0 cEA= sy W Brace Gable and with 2" x 4" SYP #2 min. aft back mailed to bottom - of top chords using (2) IOd nails at each truss Strad truss to wall using Simpson MGT with Simpson HETA 20 5/e dia. threaded rod with min 12" embedment hurricane anchor at each truss (22) wet elat or in ocking with ( 24" o.c.) supporting Max. 10d truss lea naiilsanto nor detail truss. Add blr on this sheet ETA 20 1810 lbs. uplift I m c1 �V0 11 11oil 11 .I� I II j�FA 11 NMI j t �Ig ETA Jr ^I W a � X � a +� � O A C N F- 'a n n a _ s 'a ei v..-0 ti toCL q d E �= W to fa V- u_N e_ s N W Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar pants shall comp y with FBC �GOl.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and l � O C F F L %� I � � (l) tt5 Apber wart. (typlca(typical).f� \48° unleaan�shall not exceed otherwise noted 1-tGVIEW FOR see foundation plan note* for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET CODE COMPLIANCE spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with hbermesh OR $T. LUCIE COUNTY VxO s10/10 WWM on L mil Visgueen over —TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER EOC /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Illl�i,,lI��IL,III ICI,. IIII==IIII III����_ I� F1 e Tuplcal Section at Front 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 Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE )' = i'-n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 PANEL "All Palo BR Ladd Wee Odraripten are# �m* I Desaiptian Wee Ladd BR Paler 1 20 1.2 he r12 Rerr+geraw I Ran si 12.0 ke 5o 2 1 20 1.2 he #12 Clothes Washer 3 1 20 IS ks s12 Kitchen S.A.C. 6 L Dr $10 5.0 km 30 2 1 20 IS ka s12 Kitchen S.A.C. I e 1 20 a12 Bathroom Recepa 9 10 Ar Can e10 5.0 he 30 2 - I 120 1 1.2 he s12 Dishmhs 11 12 1 20 1.2 he #12 Miarmove 13 14 1 Ar N e10 5.0 ka 30 2 I 15 - s14 General Lighting Is IL 1 16 a14 General Lighting 11 18 WH e10 6.0 kw 25 2 - 1 15 - m4 General Lighting 19 20 I 16 $14 Generd Lighting 21 22 GDO $12 0.81 KIN 20 1 - I Is aH General Lighting 23 24 Spare - spare 26 21, Span Spare 21 29 Spare Span 1 211 1 30 spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . I Watts Total(Watts) General Lighting (3, walla ag: It;) ........................ .Small.APplCut(s............... ,Range............ Refrigerator ................................................. Microwave Dish . Washer ................................................... Clothes.�J9>sh4r............................................... ,Clothes.P.Nqr................................................ ,Water, Heater .............. Garage.Door.Opener....................................... 1135 3 5.205 2 1,500 3000 1 12,000 12,000 1 I 00 1,200 1 1.500 ISOO 1 1200 1200 1 1,200 1.200 1 5,000 5,000 1 4.500 4.500 I 810 810 Total Watts 35A15 First 10000 Watts 0100% I 110,000 10,000 Remainder 25AI5 e40% 1 O 10.24E Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.244 Volta 240 Calculated Wattage Divided bg Voltage - Total Amps 126.02 Panel Size Required = 150 Ampa Electrical S mbol Legend $ ISingle Pale Switch ® 1 Recessed Can Light $� Double Pole Switch ® Egebal Recessed e Push Bottom Switch 0' Exhawt Pan '0 DOW Outlet Q Ceiling Mounted Light -0 special Receptacle ♦ Wan Mounted Light =ft ground fault circuit 0Light PC- with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® smoke Detector %e Ceiling fan ® Tohrvtwon Jack ❑= Telephone Jack AC oisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Spesiter Hook-up as JUNCTION BOX TO SUPPORT A FAN l!J - THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE 1-2-19 APPROPRIATE RISER BELOW A/C disc. A/C dmc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 4D conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated meter can (� 200a rated meter can Interegstem bonding Irnberrgrteman bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termration pant schedule 80 schedule 80 2' nod service FPL 2" rigid service FPL I� jioind nods ---- ------- I I ground ram ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Meter OPTIONAL PATIO/SLAB K3 CFM IOxlOxb MASTER BEDROOM 163 CFM IOxIOxL LN ll B/A CLOSE Zt, a N71(1401 NO 1, 1112 IAttic I cram W_ L---- 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I PATIO/SLAB i GRF�AT R0 M PM on caei K 12'x a l 1 col I = I I¢� I COVERED PORCH Regletere g fan 169 CFM FOxdOxl DINING ROOM ATH� 232 CFM 12xa:x1 \ SECOND BEDROOM 1 "N B/A MEC�4NICAL LAYOUT - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NTS - Contractor, shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 114" _ - 1+ - 0++ shall be verified p for to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify A(C/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only_ from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects For a of not less than two from 20. All equipment and panel sizes shall be verified before The to 2. Provide and wire all required smoke E Carbon of period gears ordering. contractor shall provide circuit routings 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 or 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 ang or as selected bg others. 5. ALL exterior outlets to be WP/GFCI protected other phase of installation that mag have been damaged. 6. Recessed tens to be installed per NFPA requirements. 14. It is not the intent of these plans to show everg minor detail 22• All raceWags and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in or 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 sgstem and provide all largest conduit or pipe from any other service. e. A/C Return Air Balance Must comply w/ FBC RMI602 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed In metal EMT 9. A�C Refrig�r�t lines that are run Ehru slabs moat be proper working order. d tp e eeved in 10. ALL A/C Equipment shall comply with energy calculation 1-1. All work shall be done in accordance with the N.E.C. and con °1 local Braden E Braden AIA, PA 11. All be bg licensed shall comply with all codes and ordinances, and shall 24. Dr er Vents to be installed per local work shall performed a electrical meet all standard requirements of the electric utility FEFC RMI5O2 Architects - Planners contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pag for all face. permits, testing. and -411 S.E. Coconut Avenue inspections including blower testing where required. 13. All be trades to 18. The electrical sgstem shall be completelg and effectively 6B Tel : (112) 281-8258 work shall coordinated with other avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection q p p 19. All material shall be new and shall bear underwriters' Fax E-mail: : (112) 281-8283 8 bradenaia comcast.net against the public lrabd>ty and property damage for the labels where applicable. �._.__. Cm "n®. "r w w ON Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GPi Install owlet under disc' �w H.B. not shown or clarity Vent_ thru Q .�70fflit F IC Meter J IG" MASTER BEDROOM 0 CLOSIE OPTIONAL PATIO/SLAB - r -- v overed flora%., WP GFCI I I i I I \ I Ell ilil ems' MEN rji rim I 1 GF i 42• GFCI y W.H. 1 Ashur L e � 150 Amy RF Op�oriul Panel \ panel location Pull chain \ light in attic 42° GFCI GARAGE arage I CJD or Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I i ELECTRICAL FLAN I GR AT R OM I I I I I� ll ll ll ll DINING lI ROOM I I /// I co------ F > Cente L t-y �`\S E C O ICI 0 BgDROOM Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida i\ PS y WP GFCI F1 'CHICH I SCALE: 1/4" _11-011 Poet Light with "V0 o Photo cell I N Date Drawn Revisions GARAGE LEFT Drawn by: C.C.u. Checked by: D.R.B. H.B. Exhaust Duct �rhru Soffit le For Front Post Light fly' o °W n m� REVIEWED FOR o; CODE COMPLIANCE ST. LUCIE COUNT' Sheet Comm # _1 12-2� OF 5