No preview available
HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roding FL #1I1,51.12 26 e. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo &crews 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring jhank nails &appaced L o.c. at all lapps and two staggered rows 12" o.c. in III . Attach .f��L t.. f"..".�" ...w.. .Y4.�L..�..4 .1�t 1 .,.. 4L.. .L..�� 5/8" thick light textured stucco on tgpical concrete block construction -7 NIII Finish Columns with 5/8" thick x 8"w cut / 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Flow i' =L=VATIO1� >\IOT�S Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x III 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 6" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 6" o.c. at all Iapa and two ate gered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet .+ W �ni�w . UU wi ai sr.uccv on i.yprcai cvricrcLc finished stucco bands block construction REAR ELEVATION /8" thick x 8"w cut oral finished stucco bands SCALE: V4' - 1'-0' - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof Itch at 4;12 unless otherwise noted 1� L Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 GuIP Coast Supply and MFG 5v Crimp Metal roofrn FL ><IIL51.12 — A n changes S t o this plan n shall b e submitted t o the architect 26 gas 5v crimp metal roofing attached to plywood clack using over x 1.5" 2 g gpwood screws with calf sealing washer at ed o.c. max acing over ASTM D 6 ga. Sv rim metal roofing attached to plywood deck ueng (type 2) 30 lb felt underleyment installed with min. �^ side laps and V and wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or a roval In Wrltin rior to startin construction. B approval g p g laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) 30 Ib Pelt underlagment metalled with min. 4 aide laps and L" end laps Paataned with corroson resistant tin cops end with 1.25" ring shank Wade _ /� I I apaced L o.c. at all laps and two staggered rawa 12 o.c. in Field. Attach FILE C 0 PY spaced 6 o.c. at all laps end two eta®gered rows 12" o.c. rn Field. Attach Return ALL Stucco Bands into Window or Door. deck to trusses using attachment detail on this sheet deck to trusses uarng attachment detail on tMs sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32' CDX Plywood nailed at V o.c. in field and edges with fOd ring shank galvanized nmis into truss webbing. 12 12 4 SLOPE 4 SLOPE OIL '— " T.O.B. H. la" a° ° 5/8" thick x 8"w cut 5/8" thick x 8"w cut ❑ coral finished stucco bands coral finished stucco bands 3 � thick � thk x 8"w /e 5 cut 5/8" thick light textured ®®®® Cora finished stucco bands stucco on typical concrete block construction110 Garad-------------------------------- -O 4 A.F.F. 5/8" thick light textured nish Finish Columns with = Finished Flo ----------------------------- a "i stucco on typical concrete 5/8" thick cut coral finished stucco bands LEFT ELEVATION FRONT ELEVATIOI�N ck construction SCANNED SCALES 1/4' - II SCALE: 1/4' - 11 BY 8t. Luce County 2" x 4" top platel II '1/2" drgwall ceding on truss bottom cord I/2" drywall on " x �" studs at 14" o.c. base —board 11 11 ,i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" #10/10 wwM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA. Architects - Planners ,411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net PA Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida 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 Residentiab 6th Edition and ASCE 1-10 for Wind Loading Bmldin Design is: Enclosed Risk Categor . II Wind Velocity: 165 mph ultimate Mean Height: 11'_O, Rod Piteh:4 e oil Internal Pressure I Ci-efficiie' nt. to -la I 8ub,lectabdrty to damage from: Weathering: Neg6eible Termitese Vera Heavu Width of Rod End Zone: 3'-4' Wind Speed: ILS mph ultimate L Wind Exposure Classification: C 1.21 x O.L = 0.12L Ad,lmitiserit factor for Exposure Height: A$DI�7 eaggqq Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.L LWE Components t Cladding Wind Pressure (NET) Rod Zone: 1 +3O-L/-_12.i� pj' Zone. 3. R� is +2O00.L%-84.0 psf Components III Cladding Wall End Zone Width: '-. �'' Components Cladding Wind TlfalAone: = Rod Zone I it Pressure (NET) 4. +35.8/-38.1 psf 0 Wall Zone: 5. +35.8/-41.8 psf Weil. Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.SW Shear Walt Considered for Structure? yen �y�� � =Rod Zone 2 Continuous Load Path Provided? Walb Zone S Are Components an Cladding Det Provided? Yes END ZONE Mirsmam Sal Bearing Pressure:2 ai, Presumptive: X B Test: psi SEE RODU(I APR VAC F RIM ACT P O ECTION F R O E ING8 = Corner Zones Rod Zone 3 ROOF LIVE LOAD: 31 paf ROOF DEAD LOAD: 10 per FLOOR LIVE LOAD: __4j_ pat FLOOR DEAD LOAD: 10 par JOB ADDRESS: arlton I GARAGE LEFT )ate Drawn 5-23-18 Drawn by: C.C.U. Checked bym D.R.B. Revisions : I Sheet I Comm 8 5-23-18 Smoke detector revision 12-2b B OF 5 FLOOR PLAN. CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash post, Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. a(3/ bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have la slag f3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. c" 4. No dissimilar metals to touch. 2h° 2is" 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 o 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2!J o 0 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 2,�„ 2h„ handicap accessibility requirements. • /„ 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 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 ex osed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I' x G" P.T. Buck nailed to block with case hardened Wade materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM CU. Ci9, C415, C514, C630, C931 lip C960, C1002, C1041,011-1, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing bons for g of drgwall into At installation Nails 5crewa Mawmum wood framing members 2 x min. thickness Ceding Perpendicular 24' 1" 12' 13ga 1 3/8" long with 19/1.4" head 0.098" die enter x 1 1/4' Ions /2 annular -ringed or 5d cooler nail OR Walls Either IV 8" IL" 0.080" dia. xx 1 5/8" long with Direction 15/64" headOR Gypsum board nail 0.080 dia. x 1 5/8' with 9/32" head. Ceding Perpendicular 24" 12" 13ga 1 5/8" long with 19/64" head OR 0.098' diameter x 1 3/8" long „ annular -ringed or Ld coder nad 0.092" dia- xR 1 1/8" long with Wells Either lie 8" IL" Direction I/4' head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/G4" head. Install SGD thru buck into block with 3/I4' 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 3/11." tap -con with 1 1/2' penetration at 0 o.c• max. from each corner and 20" o.c. max thereafter at sill per product arc 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 MPG 5v Crimp Metal roofingFL #11651.12 21 ga. 5v aim. metal roofing attached to plywood deck using #9 x 1.5' wood screws with self scaling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank pads :Paced A" o.c- at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this shoat \ Simpson HETA 20 or equal hurricane anchor at each truse with (10) IOd x 1 1/7 nails f 24" o.c.) au tins Max. lalolbs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drauungs by manufacturer) Aluminum Drip -^"� �R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2' drymall with smooth finish 2° x L" Sub-Paacie Two rows of beam block filled with concrete and (1) #5 bar cont, in each row. Substitute Kagean Full o vent vlrst soRit installed precast lintel filled with concrete and (1) #5 umn 1/8' dw ai x LS' long gale. Car cont. for bottom row over openings roo�ng role with 3/e' ifs, head per product approve(- see chart sheet sl 1/2" dr wail over I" x furrmgg strips of IL" o,c. with R4.1 fi-foil insulation on typical 8" Block walls 5/8' thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete Tand shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jorrts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc-..) #5 bar vert. w/ 30" overlap Pill cell with concrete and at each idled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted lo Boas see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xV #10/10 WWM on G mil Vtoqueen over clean compacted termite treated fill Grade111111111 ..... IIII III -�` .:•::' IIII I IIII IIII i l l l -III IIII IIII- -IIII' IIII IIII--I 14" x 14" Concrete footing " with (2) #5 bars cant.and #5 T Y P I C A L SECTION transverse bars at 48" o-c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq, ft. Rear Parch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR I 1 I I 21' VTR Master(/ I Bath 1 1 ILarI v. I 2• 1 Lay. I y I 2' VTR W.C. I I I K Snit I I Kitchen 2• 1 I I 3• w.r- Bath #2• 3' CA. To septic PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door eliding door w Masonry Wall Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail i from penetration at L" ." 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 O en. Window Description PRESSURE ZONE I. "1 5'-s%,, 54ie'x 63i4" Single Hung ZONE 4 2• V-2%a'x 5'-3 %a" 15' X 43 %f Single Hung ZONE 4 3. '-2' x '-2 I/2" 21 k2"x 38 V Single Hung ZONE 4 4. 4'-Ske"x 4'-2%" 54Ye"x 54)a" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough 0 ening Door Description PRESSURE ZONE A 9'-0" X 7'-0" lose x 84" Overhead Garage Door ZONE 4 B 3'-O' X L'-8" 41'/4"x 83�+" Fiberglass Panel - Insuxng ZONE 4 C L'-O" X L'-8e �4" x 81 'i,° re=t' Sliding Glass Door ZONE 4 D 2'-O' X i'-8" Solid Core - Wood - i-Panel -Bi-Fold Finished 24' x 8I'V E X-AN X L'-e' Schd Core - Wood - L-Panel IF 5'-O" X L'-e" Solid Core - Wood - L-Panel - Br -Fold G 2'-8' x V-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-e" X L'-e" Solid Core - Wood - L-Panel J 2'-6" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET stl All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction b v- e 10MM M' -c I o Cow L,][�\ICa� iv ° MASTER U;p BEDROOM m� V-O" A.F.F. Flat Ceiling --N 0 c n I n 2" fd 4'-O" 0 i A/C Meter M " 0 ft iB I N a' CLO E I $ I aL 12" x 12" Concrete column / block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch � I 8'-O" tol9'-8" A.F.F. Vaultisk Ceiling GREAT ROOM I I I I x G" knee -wall 8' O" to T-8" A.F.F. Ru counter top MVI Vaulted Ceiling I DINING 7 4 I ROOM I Vanity to be 34 Y2 high High Well 3'-8" I o 1X2- .17 Mm - } 4 Steel Ballard Sas detail ail Sbis-shear. Ii" 22' x 64' Provide auto I A kAeass j p I closer L _ _ - _ J I 22, Q_y O Amp P nel a or GARAGE OI " A.F.F. Flat Ceiling O Install windows thru buck into block with 3/IL" tap -eon with 1 1/2" penetration at V a.c. max. from each corner and 20." o.c. max thereafter at jambe and 20' c.c. max. Exterior face at head and all per product approval of wall / \ Buck to be i' x 4' PT r-----------------i I Block wall In garsga to be i struck block I I 1 I t I A I I I 8'-0" A.F.F. Flat Ceding SECOND m BEDROOM I " o., EGRESS - lul IZ i 0 COVERED 12" x 12" concrete FOORCIA with con rate and (2) into lintels 9'-0" 3'-5" 3 Exterior face 9'-6" 4 block filled rs vert. tie O 6" iA t 5'-4" Attach buck to block wall with 1/4" dia. Elea cone screws with min. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru 2" x G" PT Buck 40 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood acrews thru ,Iamb into buck lock with case hardened Haile ON ALL JAMB, HEADERAND at each hinge and IS" o.c. max and Detail at Windows prior to window attachment BILL BLOCK PRIOR TO BUCK Detail at Door pricer to door attachment INSTALLATION NTS NTS Braden t Braden AIA, PA Wynne Building Corp. Data Drawn : Revisions : Sheet Architects -Planners GARAGELEFT 5-23-18 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue T h e Grand Carlton Drawn bg: 2 Tel : (112) 281-8258 C.G.U. _ $ anish Lakes S Lucie Count Florida Fax : (112) 28a1-8283 E-mail: brad enaia* comcast.net Checked by: Stuart_ PL 3499L #AACOiJDD32 • y L7•R-B- OP 5 Comm 12 2� r-7-7%7 - — — — — —i .7 I I"N' U l . I U Imo. lilt I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING MUCK OR OBTAIN ORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EX SIT,REPORT TO ARCHITECT AND PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS q• DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 3O1 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 4• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any Other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 4'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (a. Contractor to provide for Form Board Survey - Form Board Survey to be provided t0 Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide U copy of soil test to architect far review prior to construction S. ALL Reinforcing steel shall be grade 40, 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 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar wart. w ' Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and " 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 4 x4 #10/10 WWM on 10 mil Visqueen over clean combatted termite treated fill 4" concrete slab with fibermesh OR 41x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade v c m EI— I I _IIII III IIII_ 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR vx4" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cons. Step per foundation plan (2) #5 bars cunt. bottom steel 12" x 12" concrete column block filled with concrete and (2) $1 bars vert. tied into lintels above Top of footer 14" below finished floor EPDOWN Verify house slab height in field 3001x30"xl4" concrete column footing with (4) U5 bars each way #5 bar vert. w/ 30" overlap at each filled cell AdJust curb height based on gar. floor slope. #5 bar in curb \ see 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill F.F. III I I Maw x Mud concrete monolithic footing with (2) #5 bars cost. 14" ARAGE CURB DETAIL 2" x 4" PT wood secured with \ 3/8"dia. x 4" anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location O Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden iE Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 F1 B E-mail: bradenaiaecomcast.net u U 0 I n 0 i Nr -0. A /C 14'-O" Filled cell un al G girder above I 24„ 1 rJ I n I ° I Thicken footing to I 24"w x 14"d x 24"L FI under filled cell under girder bearing. ° IFII IF] I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" 32'-8" AB I101-01, F ° t. T er I o Rear Patio/Slab - I 1 ,o be poured separate-_--, UJ ,[�,I O from the house slab. IL o I N I I °I I O° -----FI — — — — — i ° I° I 1 r- I t- I 1 r- 1 FI I concrete slab with fiber #10/10 WWM on 4 mil V I � clean compacted termite tr IQ I I O I I OR en over d fill I I° I I; - I' FI �- I;- o N o � I Lilk-o- _ :I_ai r--------- w.H. 1 4'0 Steel Ballard FI I filled w/ Concrete® I I I = O I r �I IFQ1a l I °�� 1 I L--y I Env I I I I p>= I I Et! 3�5 1 L _ I �o I° o armtau 0 oa E \ I N UO U 1 \ i;\" 01 -----J ° Q:r's u IL ° o "_ 1 ®I I � I w O I L_ ®guess for ----� ° rrl Garage L3oor ---- — — — 3'-5" W(unne Building Corp. The Grand Car Spanish Lakes St. Lucie County Florida 9'-O" 31-51, J L 12" x 12" concrete column block fills with concrete and (2) #i bare vert. ti into lintels above FOOTING SCHEDULE Mark sacs Description 1 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY S"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"111 With x 14"10 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Sheet 3. OF 5 Comm # 12-2� B ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on pressure for rooT stated in permit into box on these pans for zone 3 KeLl Area Ede Field Fastener Max. Press Zone 1 6"4 ed ring shank 45 pef Zone 2 4 4 8d ring shank 14 of 3 " 8d ringshank 84 of ilZone z ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails cl s Pews based on res ure for r of stated in permit info �ox on these plgns or zone Concrete / Lintel Column Verify with Plan Reber to Lintel 12"x 12" dumn Block Reber 48 Bar Dia. Min, Overlap Attachment BEAM SCHEDULE Mark Size and Descrl Lion Two rows of beam block filled with concrete and I # bar BI continuous in each row. Hook vert. bar over tap bar with #5 90a bend bar with a 10e min. lap at top bar. Provide $5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete -r SUB-OB/OT precast -- - - -- -�' lintel set in mortar Min. 8' Bearing -- -+- - Provide #5 bar set in pre -cast lintel into beam where length or the op rming calls for it. e PT Back i I cured Filled Cell ad erjamb into filled cal i,` `'1 4' Pre -cast Sill Provide s5 bars with min. 48 bar diameters overlap in Pilled call. Tie rillad all steal Into continuous rooter steel. -` . '` `' :.` �''I'; ':.: " • Concrete Footxg 4 :'.:.',;: fees Poorer schedule (w exact sue) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'—o" NTS IF SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bloekrnp to vert. leg of truss with IOd x 1.5 nails at 4' O.C. II Sm".on MGT into mall wing ds. threaded rod fait ion. 12' not beam and f2) IOd flails into truce TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POiNT 1/8' thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using ad 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 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 lb 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 lapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on this sheet As5 bars dditional Precast Lintel Lintel Bar Clear uA" "r�ei <.;.' Length Length Span Bars Bars jJyn i r.", r i •�•�' i i i i i 2'-10" 2'-8" I'-6" 2.43 none a�--i a----y a----y 3'-6" 3'-4" 2'-2" 2,43 none Ma-015AT SP9-lBAT BPS-115/2T 4'-O" 3'-10" 2'-8" 2?s3 none _,Additional CLEANi5 bars -i ce 4'-6" 4'-4" V-2" 2,43 none f. • me Raw or 'H' j .•.., '� Block Above �.•:r'ro 5'-4" 5'-2" 4'-O" 2.#3 none '"'SeCCkj:-s y + %t :•• 2.44 none raCaeL Lintel 'v:•'('sj y Additions ,'fir 7 2,#4 none is----• s6 bore a----e l'-L" T-0" 6'-2" 2.45 none MI6-Ib/11 aFle-ss/2t 8'-4" 11-10" Z'-O" 2.45 none NOTES; I. min, coverage of steel=I.5" 2. ng min. beanrequired a ea. end=8" ALL reinforcing steel ds grade 60. 3. standard noreinn. steel=ASTM A615 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark W00 urst Width sire 1 Smet-Cretteri " A �� tI s a� 8ttsel � 2=4MLP) (� P L22 2'-2' V-0 Ma-00/IT 1 85 30L1 EL1 1024 Lai 2: '-M 4'-O" Ma-Od/R I i6 260 t363 10 L45 4'-6' W-10' 8100-015AT I as Will 101 331 L60 6'-o' L'-L" M0-015AT 1 $6 r238 111135 TA LLO L'-Se 11-C Ma-OBAT I as loll 121 934 Lao V-Os 1'-4" Ma-10/2T I si 2 s6 162 611 6a 00 1'-0' 10'-L' Me-0/2T I Of 2 86 64S 530 401 L1OD T-O' 10'-0 9PIL-I5/2T ONE 1 85 2 05 1633 M 401 LI00 10'-O" m-4' 9Pa-I15/2T 1 M 2 06 602 "4 452 LIOO8 10'-O' m-4' M6-I8/2T ONE 1 86 2 s6 1"& 102e 452 L120 12'-0' W-4' 8100-115/2T 1 ss 2 as 411 422 324 1-1200 12'-O' 13'-4' 911"I6-15/2T ONE 1 s5 2 i6 1016 110 324 1.140 W-Oa E'-4' 61`46-15/2T ONE I 1 s5 1 2 1 86 1260 L01 251 LILO IL'-W IT-4' Ms-16/2T I 1 M 1 1 1 $6 300 M2 M4 Luos i6'-o' n'-4' MIL-I5/2T ONE I I M 1 2 1 s6 1s0 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurrisppne anchor at each truss loth ll0) 10d x 1 1/2' nails - 1 24" cc.) suppporting Max. 18101bs. uplft Aluminum Onp Edge t Fascia 12" 2" x V Keycap full o vent vinpl soffit installed wimspp 1/8' dia shank x 13' long gals. roofing made with 3/8' dia. head per prodaet approval - see chart sheet III 12' x 12' concrete column black filled with concrete and (2) #1 bare vert. tded� into lintels above thicken edge to 8"x8' with concrete and 1 one #5 bar continuous \ BEYOND To of footer — 16below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter v flash Nail ledger to gable and truss with (2) IOd ^�l,e� at each web hr-mb lath vertical se 33/44'' penetration 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each Pilled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan `I� a Slope per foundation plan `r 111 IIII III!31111 II1 �IIII IIIIIIII' I'lii llll " i Tublcal Section Brace Gable end 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 s 24"o.c. TYPICAL ( shop drawings by manufacturer ) a � X Oa rn n c a 2saa u.,.p U d O q°° o 2c4 a ry W Brace Gable and with 2" x 4" SYP #2 min. 8ft back nailed to bottom — or top chords using (2) IOd nails at each truss �i L 2 \R-30 blown fiberglass c a in bottom chord or trusses O mo -I/2" drywall with smooth flash q� o Two rows of beam block filled with concrete _and (1) #5 bar cont, in each row. Substitute u precast lintel filled with concrete and (1) #5 a bar cost. for bottom row over openings03 1/2" drywall over I' x furringg Pi strips at 14' o.c. with R4.1 -foil -insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainin ASTM codes. Mortar to be Tgpe "M" onTg Mortar proRortioned er FBC FBC R601.1 and joints shall coinply with R60�.2.1. Provide Dur-O-Rock at all wet areas fax. showers, tuba etc...> (III cell with concrete and (I) #5 bar wart. (typicaU. O O F. 'Max. spacing shall not exceed Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8din. threaded rod with min 12" embedment hurricane anchor at 68Ch truss into beam (22) IOd either wet set or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. truss leg per detail on this sheet ETA 20 1810 lbs. uplift IsimimimimimNimimimimIMIEW AMIN �.�.AO 11 's�iss+�l 1� �gl PFA UWA4040A INS I .J.il PAFEA 11 WE FA W Aw-;-, WE a WE d � AV�1111ON PAW, ANSI— 4 !1 AA i� it NMI 111 Fe 0 �� �� ill I��'� l-I FLAN 48" un me. otherwise otherwise noted see Foundation plan Horse for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #10/10 wWM on L mil 4" concrete dab with il Vieshsqueen over TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - /clean compacted termite treated till — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 1 III at Front Forc Scale : 1/2" = I'-O" Braden t Braden AIAa PA Architects - Planners -41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net fY W CN UJ a � k C4R= N goo n n n. = 0 'a of u..-0 ci is 1° p 0 _E OD N vN e_ t 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 UJynne Building Corp. Date Drawn : Revisions : Sheet 5-23-18 5-23-18 Smoke detector revision The Grand Carlton LEFT E Drawn byz — Sppanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 Comm 3C 12-2, B PANEL "A" Poles BR Load Wire Description cites arch Deacriptiom Wee Load BR Poles 2 40 1.0 kw s8 A/C comp 1 2 AHU s10 3.5 kw 30 2 3 4 2 30 4.5 kv slo 40 gal. water 14TR 5 L R UL 12.0 Its 50 2 i e 1 20 1.8 kw $12 Pump 9 10 Driler 810 5.0 ka 30 2 0 12 1 20 1.5 is $12 13 14 Dishwasher 812 1.2 ka 20 1 1 20 1.5 its s12 Microwave l5 It Refrigerator 812 1.2 ka 20 1 I 20 1.5 kw $12 kitchen S.A.C. rf i8 Recepts 812 20 1 I 20 1.5 ka s12 Kitchen S.A.C. 19 20 Racapts 812 -'- 20 1 1 20 1.2 Ike #12 Clothes Washer 21 22 Recepts $12 20 1 I 20 0.81 kw s12 Garage Door opener 23 24 Racepts s12 20 I I 20 1.4 ko 312 26 2L Recepts 212 20 I 1 20 1.92 kw 812 21 28 Racapts 812 20 I I 20 812 General Lighemg 29 30 Recepts C2 20 I - 1 20 812 General Lighung 31 32 Recepts $12 -- 20 I - I 20 s12 General Lighting 33 34 Exterior GFCI $12 20 I - 1 20 sl2 General Lighting 35 9L Bathroom GFI s12 r' 20 I I 20 012 Smoke Detectors 31 38 General Lighting $12 -- 20 I - I ZO s12 Bathroom GPI 39 4o General Lighting sl2 - - 20 I - 8 are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting ,(3, watts aq, Pt.) Smpll Appliance Circwt(s) Refrigerator Microwave Dish Washer Clo> he®, .Washer ............................................... Clothes,.Drgar................................................ Water Heater plater Pump .................................................. ............... . . 1135 3 5205 2 1,500 3,000 1 12000 12000 1 1200 1,200 1 1500 1500 1 1,200 1,200 1 1200 1200 1 5,000 5,000 1 4 500 4 500 1 1 800 1 800 I 810 810 Total Watts 31,415 First 10000 Watts 9100% I 110,000 10.000 Remainder 21.415 e40% 1 O 10.96L Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30.96L Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required 150 Ampal - 1 Electrical S mbol Legend S single Pole Switch ® Recessed Can Light Ss Double Polo Batch ® E eball Recessed e Push button Switch , 0' Exhaust Fan Duplex Outlet -41- Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light illaterpr groan au t cecwt Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-m 1 Carbon Monowde Detector 4t? Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical flat&? ® Smoke Detector Coiling fan ® Television Jack © Telephone Jack A oi c A/C Disconnect ® l x 4 Florescent Light I ® 12 x 4 Florescent Light ® Speaker Hook -Up I F11 I Intercom 169 CFM IOxlOxi MASTED BEDROOM 163 CFM IO)dOxL .B. 1Ce1,L_1ihm_-- Soffit $H�9ATH LOSE 8x44x4M. U PATIO/SLAB 12 rr I I GREAT R0t,M FM pl a K I Registers g`an IOpdOx M DINING ROOM � �� \l J/ H.B. IlLkI 8°4� 14" i I A i 18 FM ��/ _ _ _ __ Vent tfiru of t o Lc'm A T H - - - o - T 20k20 1 1 - - - - - - I A Ix l 22• x 54• W I II Attic Access rch MiK- J 2 I 116 j j2 CFM L---- 1 Q J I I xixl Lit, 150 Amp---1 Ut , Meter Panel SECOND GARAGE BEDROOM I 1 12W2x9 11TI\ L_1 S/A r----------------- i I i I I 1 I I I I I 1 I I I I I ®= JUNCTION BOX TO SUPPORT A FAN me THERMOSTAT LOCATION MECHANICAL L A Y O U T Q B/A = BALANCED AIR SCALE: i/4" = 1'-0" Electric Notes: I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire ell required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and to. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 19. The electrical system shall be completely and effective)g nt 10. A/C Refri erV lines that are run thru slabs must be sleeved in grounded as required by the latest edition of the N.E.C. A 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fuII6 operative. 13. Contractor shall pay for all -fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work &hall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through ang concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502 COVERED I PORCH A/Cdiac. Li__ J I 150 #2/0 Aluminum food AMP I ''Am Conduit --.,� PANEL 2• PVC ( 2" ned service FPL I Bef7i'Sseonta'I�e�arwmm slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden E 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 P Install oulet under disc LE shown or C clarity A IC Meter MASTER BEDROOM Fl \ ?11CL0SiE L 0 i ,'Covered Porc %, WP GfCI \ \ \ 1 \ I \� l I GR AT R OM I I I I II 11 I I 11 I I DINING II riMEMO 7 14 'ilisawwwas Mamma, I GF i {2° GFCI (b W.H. I r 22• x 64'IT' -E I Attic W L J I 150 Amyl 9lopc,l Panel \ n Pull chain panel location \ light in attic {2" GFCI GARAGE Garage Door Opener I I I I I I I I I I 1 I I 1 ELECTRICAL FLAN lei 1t Q Cente ` -4 B,€DR00M �♦ `. !qp! \\1 WP GFCI \ � � COVERrar!r n " F}ORICH I Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.I6 sq, ft, required Provide A Continuous Vented Soffit Wtinne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida Post Light with o Photo cell I q A wU v o Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: )ton LEFT C.C.U. Checked by: D.R.B. H.B. Exhaust Duct �rhru Soffit a Wire For Front Post Light Sheet Comm # E -1 12-2� B OF 5