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HomeMy WebLinkAboutBuilding PlansI Gulf Coast Supplg{ and MFG 5v Crimp Metal roofing FL #I451.12 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 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 !paeed L" o.c. atallIeQs and two staggered rays 12" o.e. m field. Attach .L all . ♦..1...�.t apt.. .. •1... d.�� 12" H. 5/8" thick light textured stucco on typical concrete block construction o ,-.-------- --------- Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco banal P w. SCALE: 1/4' - 1'-0' ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 ade laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sppaced V o.c. at all late and two staggered rows 12" o.c. in field. Attach deele to trusses usina attachment detail an this sheet /8" thick x 8"w cut )ral finished stucco bands .1 W �riu.w �W� wo ui si.ucco on i upica: 6uric166c finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 — Ang changes to this plan shall be submitted to the architect 26 ga. 5v crimp metal roofing attached to plgwood deck using #4 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval In writing prior to starting construction. (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and ALL Stucco laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails — Return Yt L- S t U e C O Bands into Window Or D OOr. . 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 12 12 4 1 SLOPE 4 1 SLOPE SCALE: 1/4' - r-O' Gulf Coast Supply and MFG By 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 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 V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet 1/8" Thick cut coral stucco backed wire lath nailed to one layer of 15 lb felt using in bs 14/d a es w Plywood 0d in field and edges with IOd nails into truss webbing. a' " OL 8'-1" T 12" 12" 2 ° ❑ 5/8" thick x 8"w cut ❑ .. 5/8" thick x 8"w cut ®®®® 3 coral finished stueco bands coral finished stucco bands ® O 5/8" thick light textured stucco on typical concrete ®®® block construction O'- "=Finished --------------®-0'-4-JkGaraoe nisedFloor ---------------------------------------------- -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION FRONT ELEVATION SCALE: 1/4' - 1'-0' SCALE: 1/4' - 1'-0' 2" x 4" top plate ( ' 1/2" drywall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base -board \ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden Braden AIAIr PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton Tel Tel (172) 287-8258 Fax : (112) 281-8283 Spanish P Lakes E—mail: bradenaiascomcast.net St. Lucie County Florida c+,...« e1 adgwL itee�nnnna0) over paper aubetrate through 8d nails. Substrate nailed at V o.c. ring shank galvanized 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 Building Code Residential: Lth Edition and ASCE 1-10 ror Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I65 mph ultimate Mean Roof Weight: III-� Rod Pitch: 4.12 Internal Pressure Coefficient- togja Subjectabdity to damage from: Weathering: Negligible Termites:Vera Heavu Width of Rod End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classdication: C 1.21 x O.L 0.12E Adjustment factor for Exposure Height: ASD des�ggnq Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.LWL; O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Rod Zone: 1 +20.L/-H. L per Rod Zone: 5. +20.L/— O psf Rod Zone: 3. +2O.L/-84.0 psf Components t Cladding Wall End Zone Width: 31-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 per Wall Zone. 5. + 5.8/-41.8 psi Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 Pat Shear Wallis Considered for Structure? Yes Continuous Load Path Provided? YY#�aa qAre Components an Cladding Dam Provided? Yes irm ua Sal Beanna Pressure:2500 Da" Presumptive: X By Test: psi ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: BIZ. ad FLOOR DEAD LOAD.-_12 pd Roof Zone I Walls Zone 4 Rod Zone 2 Wah Zone 5 END ZONE RCorner Zones ® ad Zaps 3 JOB ADDRE3S:� Date Drawn : Revisions : Sheet Comm # 3-24o-20 GARAGE LEFT Drawn bg: 1EVIEWED FOR I 12-2! C.C.U. )EA0MPL1A.XCE I . Checked bg: ,r. CIF ``rfJN" D.R.B. or- OF 5 FILE COPY FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0 " 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 accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department survegor 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 FB 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, C�9, C415, C514, C630, C931 C 60, C1002, C1041,C11-11, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-(02.3.5) Drywall Thickness Location Orientation Framing Member Max spacing of fasteners Nail sizin options for g drywall into Spacing installation of Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12' 13ga 1 3/8" tong with 19/64' head 0.098" diameter x 1 1/4' Iongg /2 annular -ringed or 5d cooler nod OR 0.080" 111 xx 1 5/8" long with Walls Either IL" g" IL" Direction 15/64' headOR Gypsum board mad 0.086" die. x 15/8° with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 15/8" long with 19/44" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail 0.092" dia. xR 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4' head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. 4" Iwl - CRASH POST DETAIL N.T.S. 34" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) y, 2f2' 2'/2" 2„ 0 I " O "3/8" 2%2" O O 21"" 2h° 6" 2 C R302.9.1 FBC R302.9.2 I' x V P.T. Buck nailed to Masonry Beam block with case hardened malls / prior to door attachment 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/I4," tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_ppro 19. ALL ceramic tile surfaces Installed shall conform to ASTM A108.1 thru A108.6, A108.i, 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 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal rooting FL 411651.12 2L ga. 5v crimp metal rooting 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 Pelt 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 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusaas using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at eaZch truss 12 with (10) 10d x 1 1/2 nails b RE-ENGINEERED TRUSSES ( 24' ox.) supportmg Max. 4 r- at 24°o.c. TYPICAL IBIOIbs uplift h d b f t ) Aluminum Drip - Edge t Fascia 2' x L" Sub-Fn:M11 cm 7 Kagoan full o vent soffit installed uan VB" dia shank x .5" long gale. roo�ng Hale with 3/8' die. head per product approval -see chart sheet al 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert, w/ 30' overlap at each Pilled cell Grade op rawings y menu ac urer XXXX R-30 blown fiberglass in bottom chord of trusses V-1/2" drywall with smooth finish Two rows of beam block Pilled with concrete end (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar coot. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 fi-foll insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. oa Mortar to be Type "M" onlyg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill call with concrete and (1) #5 bar Vert. ftgpicaU. Max spacing shall not exceed Wood 46" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on Land Visqueen over clean compacted termite treated fill IIII II Illl it ll 14 w x 18 Concrete tooting ill =_III " - with (2) #5 bars Cont. and 95 transverse bars at 48' o.c. TYFICAL SECTION AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. If t. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11.548 a' VTR " 2 12" I MASTER ATH R LAV-1 2 I " 2" we-1 2" 2" LAUNDRY 3" 2" 2" 2" AAV +Y VTR 3„ 1111 3" 8-I tr I 2 KTICHEN 2" 1 2" t.+.v-1 3" 2" " 3" we-1 BATH 82 PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Well alil I 1 /2" Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding D 00r De tail a 1 I I penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5ia"x V-3i8' 5'4id'x Ill Single Hung ZONE 4 2, V-2ka'x 5'-3 Via' 15' X of y,' Single Hung ZONE 4 3. '-2' x 3'-2 1/2" 21 k2"x 38 %" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%"" 1 54Ya'x 54Y"" I 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 openin-1 dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A go -On X 1'-O' 108' x 84' Overhead Garage Door ZONE 4 B 3'-O' X 6'-8" 41'i;'x ll Fiberglass Panel - Inswing ZONE 4 C i'-On X i'-8' 14" x 81 'i,° �'�; Sliding Glass Door ZONE 4 D 2'-O" X i'-8' Solid Core - Wood - to -Panel -Bi-Fold Finished 24' x 81 %2" E 2'1 X V-8' Solid Core - Wood - i-Panel F 5'-O" X i'-e" Solid Core - Wood - i-Panel - Si -Fold G 2'-8" x i'-So x 1 Solid Core Wood" Steel. or Masonite Door H X-e" X i'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8' X 6'-8" Solid Core - Wood - i-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Al To septic O v �7 _v 9,-1 OPTIONAL (2� PATIO/SLAB EGRESS 12'-8" N I ° MASTER Uw BEDROOM ma rik8'-0" A.F.F. �i=u) Flat Ceiling A/C Meter 1 0 Vanity to lie I N h,g lr I En 1 0 �I , e • �_I © os 7 O 12" x 12" Concrete column / block Pilled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch � I r1ilLw-o" tol9'-8" A.F.F. Vaulteld Ceiling EAT ROPCAR M I I I d- I 2" x L" knee -wall 8' O" to 9'-8" A.F.F. below counter top IVI Vaulted Ceiling DINING 3r`Fo I ROOM I �� I Vanity to be 34 Y2"high R-II sett" Ineistlin q 4 Steel Ballard w H < (V _ Ses detail o� 1iia-ahe¢f. IZ" '" 1 - F > I in 21' x 64' of Provide auto A �hA� 3 O I closer 1 rYht_ J I 1 _ _ i- 22" 1501 p 4 -Oa P new o w t„ GARAGE E EKQEF -4" A.F.F. IOUl 1 f Flat Ceding r i or-----------------i ' I Block wall in `r I garage to be struck block I Ocr I i I 1 j 14'-L" j I fA\ 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' ac. max Exterior face at head and will per product approval of wall / \ Buck to be I' x 4' PT J � - Ca BATH � Rod 4 Shelf 8'-O" A.F.F. Flat Ceding SECOND w BEDROOM n 10 EGRESS N lu1 IZ O_ C V E R D 12" x 12" concrete PORCH with con rate and (2) into lintels L' 2" II'-L" 9'-0. 3'-5" 2'-8" 2'-8" ,12" �1 I in 1 block filled •s Vert. tied Ip 6" in I 4'-2" 5' -4" 3'-4" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x it" PT Buck of wall ones I'°x4" P.T. Buck Walled to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru iamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 16' o.c. max and Detail at W i n d of S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS m en t Braden AIA, PA Wynne Building Corp. Date yawn Revisions : Sheet Architects - Planners GARAGE 3-25-20 S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: Telel (112) 281-8258 C.C.U. - Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Checked by: D.R.B. Irt 1 I 'AAciciL nAAf^nnnna0 OF 5 Comm # 12-2: FILE COPY r—I— — — — — —i J I N1.4`%. I l.4l's,t-t1- 1X1--/ 1 LJ" 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 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 1600 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. GI85 RATING. FOUNDA710N FLAN 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" If soil area is disturbed after initial chemical sod treatment o.c. max. Provide (1) filled cell on each side of openings up to 5 -II 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. L. 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 t0 architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade LO, meeting ASTM A -IL and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vart. w/ 30" overlap Fill cell with concrete and E at each filled c (U #5 bar vert. ftgpical). Thicken edge to 8"x8" Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over ® Contractor to provide see foundation plan notes for Base clean compacted p termite treated Pill t+l roper foundation chairs spacing at openings GRADE for proper steel installation 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 and Vlsqueen over "`''' `' ` / clean compacted termite treated fill °D ' _ — Grade - II ` III I_ - - 14"w x 18"d Concrete footing wI th (2) #5 bars cant. and #5 transverse bars at 48" o.c. f I ) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-3 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cant. Step per ,..:, foundation plan \t- --)-I DETAIL A 12" x 12' concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Top of tooter V below finished floor 6 #5 bars cant. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" �`_Li i-iTrrr ~\308#x30"A6" concrete column footing with (4) #5 bars each way FOOTING DETAIL 0 PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-01, #5 bar vert. w/ #5 bar cant. in curb, Curb height Verifg based on foundation plan- E io N 30" min. �30" overlap Corner Steel La at each filled cell nts Fill cell with concrete and (1) #5 bar vert. ftgpicau. Filled Cell Masonry Column With One Max. sppacing shall not exceed #5 FFtTo Tie Beam 48" unless otherwise noted From Footing sea foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Yiaqueen over / clean compacted termite treated fill �r'" •) i l�IV �4IIIIX =1�� _ 18"d Concrete tooting - - with (2) #5 bars cant. and #5 ' transverse bars at 48" o.c. SCALE 1/2" = I' -OR 2" x V PT wood secured with 1/2"dia. x 6" expansion anchor& 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 '' qi} 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 It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Iff B Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia®comcast.net Ci " A®B♦ r A A / O%AO%0%0% ON ITs'1'f�1'.1-�id� • — — — — ©— — — — , p F z I I O Filled cell under QI FI girder above 24 I io Rear Patio/Slab O I r J to be poured separate UU ®I from the house slab. n I o I I I Thicken footing to 24% x 14"d x 24"L I I I©i under Pilled cell I ° under girder bearing. L �Q— — — — — — — — — — ° m I Rear Patio/Slab to u 0 c be flush with bottom of I 0L'b o I sliding door recess. I F inn Slope 1/2" I i I I li 1 I II I FI IWO H.B. i I I� 4" concrete slab with fiber ash OR I 6"x6" 1110/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill I o I I® I I' o I I' ° , I ° I I I I°Ip anti 4, O„ o O It j I o A/C ° r —--------w.H I #I I 4'4 Steel Ballard FI I r filled w/ Concrete® I I F�- Ul I F5 mo = I � 3: o I I FQ I a�y I I � ra I I I I Env I I I I Et! I I I I 3v - I L— a FI I ° I I CV 17 D o O a p \ ai ii U0 °o -1 I \ 0 I Ila Q I = ul U 0 o : O U_ I x I U) ®I � N I � in L— ®---------J ° r rI 0 15" Recess for r.TM77F.1° --- °°--------- araae Door 3'-5" 9'-0" Wtanne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 6'-2" J® II'-b" ®7tt 12" x 12" concrete column block with concrefe end (2) #i bars wa into lint& s above FOOTINGS SCHEDULE Mark See tan FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"111 With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : Sheet Comm # GARAGE raven b0 Drawn b12 — 2 b LEFT y: G.C.U. :3 Checked by: 13 D.R.S. OF 5 FILE COPY ROOF 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 Plgywood I. Use nails or screws based on press re for rooT stated in permit info box on these plans for zone 3 Kau Area Ede Field Fastener Max. Frallaure Zone I 8d ring shank 45 psf Zone 2 4 4 8d ring shank 16 per Zone 3 4#18d ring shank 84 psf ** Zone 3a to 4" 48 wood screw 112.5 psf ** Use nails or s4Pews based on res$ure for r of stated In permit info box on these plapns for zone Concrete / Lintel Column Veri _ Ify with Plan 12"x 12' llumn Block "IiIt1 Rebar Rebar 48 Bar Dla. Mln. Overlap to Lintel Attachment 01 SEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar B1 continuous in each row. Hook vert. bar over top bar with #5 400 bend bar with a 10" min. lap at top bar. Provide #5 bars wd.h min. 48 bar diameters overlap into beam. The filled call steel into continuous beam block steel. x-,- Provide Cast -Crete BUS-OB/OT precast -- - y lintel set in mortar Min. 8" Bearing Provide 35 bar set in pre -cart lintel into beam where length of the opening calls for it. --1 — 4=�-`--- R-II batts Trusses at 24' o.c. ape shop drawmga,,�.} bg others ') Batts batts "Frame coiling i 9 tranotion as needed using metal studs ovida PT Buck field veriliexact configuration .ached per jamb I j pored Filled Call and sizes g g Dr wall coiling oils into filled cell9 g see tgpical section t I 4" lsrill east , {I Ceding transition Insulation Detail nts Provide #5 bars with min. 48 bar 'iamaters overlap in filled cell. Tie filled call steel into continuous rooter steel. Concrete Footing (see looter schedule for exact &we) DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Neil 2' x 4' bioekin.g to Vert lap or truss with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into mall wing 5/8' dia threaded rod not own. lee into not beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTs n 1/8" thick light textured stucco Installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager or ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofin FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck owing #9 x 1.5" wood straws with self sealing washer at 12" oc. max spacing over ASTM D (tgps 2) 30 lb felt underlagment installed with min. 4 ode laps and 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment dotal on this sheet LINTEL SCHEDULEI Mark I �ast-Crali ' item of • Abmri gteelw 8tae g sire Ham sad (PLF) asa� L (PLF) Load (PLF) I = 2'-24 3'-44 8F8-OD/IT I so $061 599 1024 L31 '-s; •=r 4'-O' 9F8-06/IT 1 #6 2MI 13L3 143 L45 41-6' 6'-hY 8F8-015/IT I to 1106 101 331 Ls0 6'-0" to-V spa-Od/IT 1 $6 1230 03s 121 LLO C-Se 11-C OFO-09/IT I a6 Ion 121 534 LeO W-0' 9'-4' 8P"/2T 1 as 2 a6 162 sea 612 L10 T-04 10'-V 8F8-6/1T 1 86 2 86 443 630 401 LWIS ,'-O' 1o'-L" 8FI6-15/2T ONE 1 #6 2 as m33 us 401 LI00 101—M Ir-4' el'e-IB/2T 1 as 2 a6 682 4'14 452 LI008 1i0.�'-�/O�' W-4' lPli-ID/2T ONE: I a6 2 as CBLL 1020 452 L120 121-04 IS'-4' 1111111a-1E)/2T 1 #6 2 96 411 428 324 1.001E 17-�W/� W-4' BPht-IS/2T ONE 1 #6 2 #5 1016 110 324 LI40 W-08 E'-4' a12hf-115/2T ONE 1 #6 2 86 1250 409 2611 LI60 W-O' I't'-4' $PS-M/2T 1 as 2 as Soo M2 144 LI605 W-O" r1'-4' I SlaIhR)/2T ONE 1 86 2 as 150 Boo 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) 10d x 1 1/2' nails - ( 24' o.c.) suppporting Max 1810lbs. uplft Aluminum Drip Edge i Fascia 12" 2" x V Sub-Fasci Kalican full o vent vin I splint installed wing 1/8' dia shank x IS' long gals. roofing nails with 3/8' dia. head per product approval - we chart sheet #I 12' x 12' concrete column black Pilled with concrete and (2) 81 bars vert. tied` - into lintels above thicken edge to a"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14 below finished floor III -IIII ' II III= IIII- into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd Molls at each web \ 9/4' penetration members 5/8" thick light textured stucco on tgpical concrete block construction Vanes - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Poured Coi concrete b Pared Concret concrete block i Concrete , Manufacture chars For Specs fax Aluminum Panel Sims per manufacturer — See Tueical Stud Detail 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details 0 a .Oi9' v n I Stud Detail Stud w/ Die Cast Zinc NTe Nickel Plated Wing Nut v4• Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom of top chards using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES ai 24"o.c. TYPICAL t shop drawings bg manufacturer ) � X N R On. F<- A LU 20 Ga R ti p o E c = °D O fo � Mr Uty L t Q W Ai C Brace Gable and with 2" x 4" SYP 42 min. aft back nailed to bottom — of top chords using (2) IOd nails at each truss a ILLAZD z O cr \R-30 blown fiberglass a Q in bottom chord of trusses �o < -1/2" drgwall with smooth finish dp o U.1 Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute u grecast lintel filled with concrete and (1) #5 d ar cont. for bottom row over opening& 1/2" drywall over Is x furrin N strips at. IL" o.c. with R4.1 Pi -foil -insulation on tgpical 8' Block walls 4 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e dia. threaded rod with min 12' embedment hurricane anchor at each truss into beam (22) IOd either wet set or in spoxg with nails into truss. Add blocking to ( 2�" o.c.) supporting Max. pp 9 truss leg per detail on this sheet ETA 20 1810 lbs. uplift tY ill All drgwall to be installed per FBC R102.3.1 I and shall meet all pertaining ASTM codes. ETA 2 au Mortar to be Tgpe "Me onlg proportioned Der 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 FLAN I �l Max. #5 ppba i Vert. (tgpical).tf� 48unlessnotherrwi not noted exceed Wood see fond tion plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 1i; Base ings 4" concrete slab with flbermeah OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET VxV #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated rill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER •.. III ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR IIII- III 14' II _ FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 1 TLplcal Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE ��mlm . I/0" = P—n.. FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Miami wall �VAN901EVA MA e� FAMA 0 F41, A, 'W"' WAA�=/�I1�1I WAFI A mil IN i FAMA FAM A INS r FA VANOAV EZ`ck"to li — 11d) ftlips 2) 30 lb fail trusses uarig attachmal �detai on 7=his shm�et N 9, 1 VAr 22m x sall" "�umwa�_M& Atto Amen X411 SLOPE 'Affli �! II oil �Irim 113i wo FILE COPY i-2-19 PANEL "A" Poles BR Load Wm Doaenptiaii lcwc# Dewiptim Wee I Load BR Poles 1 20 1.2 ks #12 RarrWra m I RWOO #L 12.0 ke 50 2 1 20 1.2 Its #12 Cloth" wowwr 3 1 20 IS ks #12 Kitchen S.A.C. 6 L Dr 810 6.0 km 30 2 1 20 1.5 ks #12 Kitchen S.A.C. 1 8 1 20 #12 Bsthmce Reeepta 9 10 Ar Can *10 5.0 km 30 2 - I 120 1 1.2 ka 1 812 Dishsesher II 12 1 20 1.2 ke #12 Micromave 13 14 Air {{ #10 6.0 km 30 2 1 16 - #14 Gairrd Lighting 16 IL I 16 #14 Gaiwd Lighting 11 18 WH #10 5.0 km 25 2 - 1 15 #14 Gonord Lighting 19 20 - 1 IB 014 Genord Lighting 21 22 GDO 012 0.81 KW 20 1 - 1 16 - #14 Gamed Lighting 23 24 Spam Spam 25 2L Spam Sporn 21 28 Spam Sire 21 3o Spam PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .SrpplI. A!P.plilil!ci . Cir4ultta)................................... Range ............................................. Refr{ggratar...................................... ............ Microwave..................................................... .Dish.Washe................................................... ,Clothes , 40gr............................................... ,Clothes .Dryer ................................................ Water Heater .............. Garage.Door.Opener...................................... 1135 3 5.205 2 1.500 3,000 1 12000 12000 1 1,200 1.200 1 1.500 1,500 I 1200 1200 1 1,200 1 00 1 5,000 5,000 1 4.500 4$00 I 810 810 Total Watts 36A16 First 10000 Watts e100% 1 10,000 10,000 Remainder 26AI6 940% 1 O 10.2411 Electric Heat or A/C 10.000 065% 1 10,000 10.000 Calculated Load Watts 30.24L Voltage 240_ Calculated Wattage Divided bg Voltage = Total Amps 129.02 Panel Size Required = 150 Am s Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Dews Polo Switch ® Eyeball Recessed p Push Button Switch Exhaust Fan Outlet Coding Mounted Light -0 Special Receptacle ♦ Mounted wall Moued Light groan t circuit Light with Pull Chan (attic) ® Flow Duplex Outlet Q Computer Connection Jack ® Carban Manoade Detector 4& Flood Light TQ Thermostat m Eloctneal Panel ® Control Vac 8 Electrical Motor ® Smoke Detector Coiling fan ® Television Jack ® Telephone Jack Ac asc A/C Disconnect ® I x 4 Florescent L ht ® 2 x 4 Flairescont Light ® Speaker Hoop -Up = JUNCTION BOX TO SUPPORT A PAN O -THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verifg location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cons to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comply w/ FBC RMIG02 9. A io Refrlgm! lines that are run thru slabs must be sleeved in G 10. ALL A/C Equipment shall comply with onergg calculation 11. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all Tees. permits, testing, and inspections mdudmg 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 liabilitg and property damage for the 11.3 CFM IOidOxL MASTER BEDROOM 163 CIE-11 IOidOxL Soffit IFPgATH CLOSE OPTIONAL PATIO/SLAB PATIO/SLAB I GR AT RO M I B/A Center Registore \ IL9 CFM on ceding fan IL9 CFM t-1 IOxIOx I I0xlOx1 - - -L 4 I o la" 1211 DINING ROOM Missile rd ON M acetievirr 1 Attic A- �eJ ►_� l 150 Amp 0.11117 Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I \ SECOND BEDROOM I 1 % 1 12xI2x8 t-'y B/A COVERED PORCH MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 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 gears from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. gear 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 ang or as selected by others. other phase of installation that may have been damaged. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessarg for the equipment to be placed in proper working order. 23.exposed All wire below 9'-I" shall be metalled In metal EMT 11. All work shall be done in accordance with the N.E.C. and col shall complg with all local codes and ordinances, and *hall 24. Dr er Vents to be installed per meet all standard requirements of the local electric utility FBgC RMI502 and telephone compang. le. The electrical system shall be completely and effectively 1B grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owlet under disci`AT H B not shown T clarity Vent_ thru FrA/ Meter OPTIONAL PATIO/SLAB cur .•"�--��� overed Porn%., MASTER BEDROOM WP GFCI � I / I ` Smoke / Carbon R AT i Monoxide Detector R 0 M Combo O S I I I �I CLOSE © j I I II II GFCI 1 III DINI NGI_ PC ROOM- kM GFCI I I ice/ �i KITCHEN(P IL-------- s I HIMes_ _I_-' C.M. Detectoronl per FBC-91 _�.,. R3'14.3t4/2,4" r.F =- r= m GF C 42" GFCI W.H. a� � J L 150 Amq POption: Panel Pull chain panel location light in attic [L .(>- CC1 Y 42" 4FGI GARAGE Garage Door Opener r----------------- 1 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 V aD------ i I 1 O Cente i �\SECO90 BFDROOM M \\ \C9 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Wes( nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida / WP COVERIzI!� n � PMCH SCALE: 1/4" = I`0" Post Light with "-VOo -1 Photo call I Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn bg: C.C.U. Checked bg: D.R.B. iL 4'-Y H.B. Exhaust Duct ^Thru Soffit Wire For Front Post Light Sheet Comm # E-1 12-2:D OF 5