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HomeMy WebLinkAboutBuilding PlansGulf Coast supply and MFG 5v Crimp Metal roofing FL #1I1,51.12 U 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 Pelt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L" o.e, at all laps and two staggered rows 12" o.e. in field. Attach c 4n 4ni.c. a all a tw..nd t data. nw tlww aL��t b/d" thick cut coral I I coral finished stucco bands finished stucco bands RIGHT T ELEVATION SCALE: 1/4' - P—O' Gulf Coast Supplg and MFG 5v Crrmp Metal roofing FL #IIL51.12 2L ga. Sv crimp metal roofing attached to plgwood deck uaing wood acrewa with self sealing washer at 12" o.c. max *pacing over ASTM D (type 27 30 Ib Pelt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and wyth 1.25" ring shank Walla spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusaea using attachment detail on this sheet 12 4 1 SLOPE, EI EV�4i-10KI KI0 M! TES: Golf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 2i ga. 5v crimp metal rong attached to plywood deck using #9 x 1.5' IN ofi screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 aide lops and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses usina attachment detail on this sheet /8" thick x 8"w cut )ral finished stucco bands of W i.nu.i, c.0r u c.vai stucco on typical concrete finished stucco bands block construction REAR ELEVATION Overhangs at I'-O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 4 1 SLOPE SCALE: 1/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. I z„ r ® 5/8" thick x 8"w cut ❑ 5/8" thick x 8"w cut ®®®® 3 coral finished stucco bands 3 coral flnlshed stucco bands ®®� ® O . 5/8" thick light textured stucco on typical concrete ®®® block construction bo r Garage Finis ad FI or ------------------------------------------------------------- -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete LEFT ELEVATION block construction FRONT ELEVATION SCALE: 111 = 1'-0' SCALE: 1/4" - II 2" x 4" top plate 1I ' 1/2" drgwall ceiling on truss bottom cord I/2" drywall on " x 4" studs at 14" o.c. base —board --, 11 11 / 2` x 4" P.T. bottom plate 4" concrete slab with fibermesh OR OW #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts 12" 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 Bulding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading HuildI Design is: Enclosed Risk Categoryy.� II Wind Velocity: I65 mph ultimate Roe Mean eight: Rod Pitch. +12 Internal Pressure Coefficient. t o-ia Subjectability to damage from: Weathering: Naih ible Termites: Very Heavu Width of Rod End Zone: 3'-4' Wind Spee : mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.12L Adjustment factor for Exposure Haight: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components I Cladding Wind Pressure (NET) Rod Zone: I. +201/-324 pat Rod Zone: 2. +20.1/— 1.0 pat Rod Zone: 3. +20.L/-84.0 psf Components I Cladding Wall End Zone Width:'— " Components ill Cladding Wind Pressure (NET) hfl a one: 4. + 5.8/- 8.1 psf Wall Zone: 5. 5.8/- IS Of Components I Cladding Wind Pressure (NET) on Garage Door.+32.0/-40.3psf Shear Walls Considered for Structure? age Continuous Load Path Provided? YYam�ss Are Components an Cladding Dii& Provided? Yes Minimum Sal Bearing Pressure:2S00 psi. Presumptive: X Bu Test: psi ROOF LIVE LOAD: '�' l_ psi ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD.—*— pat FLOOR DEAD LOAD: 10 pat JOB ADDRESS: `N = Roof Zone I Walls Zone 4 - Roof Zaie 2 Walls Zone 5 END ZONE = Corner Zones Rod Zone 3 Braden It Braden AIA, PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm Architects - Planners 3-2L-20 �j 41-1 S.E. Coconut Avenue GARAGE Drawn by: 11 �� � - The Grand Carlton LEFT � � ��3 j. 12-2� Tel (ill) 287-8258 Fax : (112) 2818283 C.G.U.KB I D FOFi E-mail: bradenaiascomcast.net Spanish Lakes Checked bg: Stuart FL 3499L #AAC000032 St. Lucie County Florida p R g CODE COMPLIANCE OF 5 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" ,HI CRASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to 34" high bg 4" steel crash post. diameter Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts sla (3/8"t 50 into ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2%" 2'/2" S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. /2" �2• ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 6. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Drywall at ceilings shall be leveled and attached to bottom chord #3/a"° 4' 2 iA„ 1. of trusses with screws per FBC R102.3.5. 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 handicap accessibility requirements. y•12. ETA" Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der 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 harp materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac with F.B.C. R316 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, C-19, C4'15, C514, C630, C931 C1002, C104-I,CII11, C1118, C12-18, C1395, C1396 be c40, or and shall installed according to the following: (FBC R-102.3.5) Dr wall Thlekri Location Orientation Framing Member Max. spacing of Paatienara Nail sizing options for drywall into Spacing installation of Maximum Nails screws wood framing members 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/1.4" head 0.098" diameter x 1 1/4' ions� /2 annular -ringed or 5d cooler nell 0.080" dia. xx 1 5/8' long with Walls Either IL" g" IL" Direction 15164" head OR Ggpsum board nail 0.084' dia. x 15/8' with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with I9/64' head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with Walls Either I6" 8" IL" Direction I/4' head OR Ggpsum board nail 0.0915" dia. x I "1/8" with 19/L4" head. Install SGD thru buck into block with 3/IL' tap -con with" 1 1/2' penetration at Is o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/IL" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill 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 A1371.1 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 accompan inin smoke developed index not to exceed 450 when tested in accordance with ASTM E 8-4.Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roaring 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 underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2' nails �c� PRE-ENGINEERED TRUSSES ( 24" c.c.) suppporting Max 4 .-.� �_ at 24°o.c. TYPICAL 18101bs uplift (h draw n a b a fat ) Aluminum Drip Edge t Fascia 2' x L" Sub -Fascia 7 Kagcan full o vent vingl edfit installed uwng I/8' da shank x 6' long gale. roofing nmla with 3/8' dia. head per product approval -see chart sheet 41 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade --__illllll�lll� 1-- I�II,I TYfi iCAL SE s op 1 g yAAA in nu curer R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows or beam block filled with concrete and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cost. for bottom row over openings 1/2" dr wall over I" x Purringg sintrips a IL" o.c. with R4.1 ri-roil sulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. io Mortar to be Type "M" on(gg proportioned per FBC RLOI.I and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. ftypical). Max spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill 14 w x 18 Concrete footing with (2) #5 bars cont. and #5 1410_ transverse bars at 48" o.c. TiON 1/2" _ Masonry Beam to / Walla Head fixed door sliding door - I I/2" AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 a' vTR � J_ I " 2 12" I MATTER L v-1 1 uv-I 2" I " win-1 2" WC-1 2" 2" LAUNDRY 2" 3" 2" a• nAv a• VTR 3"BT-1 3" 5-1 Ir 2 KTICHEN 2" 2" LAV-1 3" J2' BATH #2 PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall "Bottom Track -" -Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding [Door D e t a l l I penetration at L" max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5Ya"x 5'-3ia" 5'4i6'x 113i4' Single Hung ZONE 4 2. V-2Ya"x 5'-3 Val' 15" x 1.3 4' Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 21 Y2"x 38 ia" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%a" 1 54%a°x 54Ya' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41'/4'x a3%+ Fiberglass Panel - Insuring ZONE 4 C L'-O" X L'-8" 14" x 81 ''A" ld4aeMe�tae Sliding Glass Door ZONE 4 D 2'-0" X L'-ell Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %' E 2'-0 X V-8" Solid Core - Wood - L-Panel F 5'-O" X 6'-e10 Solid Core - Wood - I. -Panel - Sr -Fold G 2'-8" x P-8" x I3/4" Solid Core Wood, Steel, or Masonite Door H 2'-ell X L'-ell Solid Core - Wood - L-Panel J 2'-6" X 6'-8" Solid Core - Wood - L-Panel - Br -Fold K 2'-8' X L'-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 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 manufacturer s specs rior to construction To septic O N 12" 8'-L" 12" OPTIONAL PATIO/SLAB F)IF11 I ° 00 O° ° ° EGRESS �►° i N I ° MASTER �= BEDROOM inn V-O" A.F.F. --u) Flat Ceiling O T ir N RZA A/C Meter to e I I i ICLO E I I� ELM e 1' �AsKIN � 12" x 12' Concrete column / block Pilled with concrete and (2) #1 bar& vert. tied into lintels above Covered Porch � I 8'-O" to19'-8" A.F.F. Vaulteld Ceiling GREAT ROOM I I I I N x L" knee -wall e' O" to 9'-8" A.F.F. ! counter Lop 1 Vaulted Ceiling I DINING ROOM I Vanity to be 1 34 Y2"high High Well i p�2" m N er -hang R-II Bette inrl"11% W H 4 4 Steel Ballard sae detail aA 1bia-shmaL T„ 22• x 54' Provide auto I A to Access closer h W L_ _ - - a I , $ 1 22: 4" 150 P Amp a nel o 7 GARAGE ° O '-4" A.F.F. Flat Ceding N 0 or-----------------i ' I Block wall in `r I garage to be I 41 struck block O I I T I I � I I 3'-5° Install windows thru buck into block with 3/I6" tap -con with I I/2" penetration at L' o.c. max Prom each corner and 20." o.c. max thereafter at ambs and 20' o.c. max Exterior face at head and ell per product approval of wall -\ / \ Buck to be Is x 4' PT 24 E BATH l Rod t Shelf 8'-0" A.F.F. Flat Ceding SECOND m� r BEDROOM" W �1 I a i ° 0, EGRESS ° T ° O O 3'-I" C V E R D 12" x 12" concrete olumn block filled O R C with con rate and (2) 1 bars vert. time O L' 2" into lintels bove ;n I 9'-0" 3'-5" 2 8" 15'-loll 5'-4" 34'-0" Is 3'-4" 9'-6" Attach buck to block wall with 1/4' dia. Eleo cone screws with min. 1 1/4' penetration at 12" o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck of wall / \ I P.T. Buck nailed to �x4 INSTALL VULKEM BLOCK SEALANT Windows with case hardened Halls ON ALL JAMB, HEADER. AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden It Braden AIAe PA Wynne Building Corp. Architects - Planners ®a3 >t�r 2O : Revisions 4GARAGE1-1 S.E. Coconut Avenue l Drawn by: #8 Wood screws thru ,Iamb into buck at each hinge and 15' o.c. max and prior to door attachment NTS Sheet Tel : (112) 281-8258 The Gran Car ton LEFT C •C.u. REVIEWED FOR 2 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Spanish Lakes Checked by: CODE COMPLIANCE Stuart. FL 3499L #AAC000032 St. Lucie County FloridaD.R.B. ST. LUCIE COUNTY OF 5 Comm 12-2b B _7 I >< U �. I U rK, /--'t IN kN/ I T.- .7 : 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/ Ill 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. -I• 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A—I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 301 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 1400 PSI I5. 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. FOUNDATiON 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 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.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 5'—II" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade it meeting ASTM A-1(. 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 Vert. w/ 30' overlap Fill cell with concrete and E at each filled c (U #5 bar Vert. (topical). 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 11 #10/10 WWM on 10 mil Visqueen over � Contractor to provide Base see foundation plan notes for clean compacted termite treated fill roper foundation chairs spacing at openings 4" concrete slab with fibermesh OR GRADE or proper steel installation L"xL" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill — Grade 9 N N Concrete tooting bars cont. and 2#5 transverse bars at 48"o.c. I) TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per . ,... , . foundation plan 04 #5 bars cont. bottom steel ] t-;,i DETAIL AT GARAGE STEPDOWN )L_� SCALE 1/2" = 1'-0" 12" x 12' concrete column block filled With concrete and (2) #1 bars Vert. tied into lintels above Top of Tooter 16" below finished floor #5 bar cost. in curb--N Curb height Verify based on foundation plan- Gradeo ■ Z Ira 30" min. SCALE 1/2" = 1`0" #5 bar Vert. w/ -30" overlap Corner Steel Lap at each filled cell ntS Fill cell with concrete and (1) #5 bar Vert. (typical). Filled Cell Masonry Column With One -Max. spacing shall not exceed #5 FFooting To Tie Beam 48" unless From 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 6"x6" #10/10 WWM on L mil Viaqueen over / clean compacted termite treated fill >>• 3 o ), %. 00 Single Filled Cell Column NTS SCALE 1/2" = i'-On 30"x3i l6" concrete q 1= column footing with (4) 2" x 6" PT wood secured with #5 bars each wag 1/2"dia. x 6' expansion anchors -- with 2 s . washer at 18 o.c. overhead door track secured to wood r jamb a manufacturer's product approval J P P Pp 30 GaraG a Door Jamb Detail COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED N-i-cJ. . -ALE 1/7" = i'-n" IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT 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 ill Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL A4994 #AAC0000A2 m U em r------r 14,-0" ;, 20'-0" 10'-0" Fi6 PATIO/SLAB — ©t x-------©---- cL_°I° I ©IO Filled cell under 1 girder above 24" I o Rear Petro/Slab I r J to be poured separate uj ®I O I from the house slab. EL n I Lo I Thicken footing to OLD 24'w x 14"d x 24"L I k. I I©i under filled cell I ° under girder bearing. ° Q N I L_-- I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" 32'-8" I I, 4" concrete slab with fiber 4"x6" #l0/10 WWM on b mil V clean compacted termite tr ID I 1� I I I esh OR queen over ated fill 109 0 A 1 r— �--------w.H I I 4'4 Steel Ballard filled w/ Concrete 0 I Fit—e 111 O I IQ I a�y � Q% I I I Ems; I I I E� I s I I I 0y� Lu I ° C I I hop c 10 F5 I a - I F V- # ra -6 I U Lu I I U_ I Is O in L—----- ° ° 1.5" Recess for o o ° " -- ---- --- ° 3'-5" Wgnn-e Building Corp. The Grand Carlton Spanish Lakes St. l ucie County Florida 3'-5" 6'-2" J© II'-6" � 6' 12" x 12" concrete column block fills with concrete and (2) #Z bars Vert. ti into lintels above FOOTING SCHEDULE Mark sm Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16ND COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x 8'D ITHICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14% With 18"D x uGarage Crb at MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' GARAGE LEFT )ate Drawn 3-25-20 Drawn bg: C.C.U. Checked bg: D.R.B. Sheet Comm # REVIEWED FOR 12 — 2 f CODE COMPLIANCE " ST. LUCIE COUNTY SOCC OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws bas d on ress re for root stated in permit info box on Viiese pans for zone 3 Ke Area Ede Field Fastener Max. Zone I 8d ring shank 45 psf Zone 2 8d ring shank %6 psf Zone 3 " ed ring shank 84 psf ** Zone 3a 6" 4" 3;8 wood screw 112.5 psf ** Use nails or s4rews based on res ure for r of stated in permit info box on these plgns or zone Concrete / Lintel Verify with Plan "x 12' nn Block I Rebar Rebar 48 Bar Dia. Provide s5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. ti Provide Cost -Crete -r = �:• BUS-OB/OT precast - _ lintel set in mortar Min. 8' Bearing �= Provide US bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck j i oared Filled Call .ached per iamb r , ads into filled cal 4" Pre -cast I "I Sill V 1111 Provide 95 bars with min. 48 bar ,ameters overlap in Pilled cell. Tie Plltd cell steel into continuous looter steel. r Concrete Footing (see looter schedule exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' bloclung to vert. leg or tress with IOd x 1.5 nails at 4' o c. Install Simpson MGT into wall usma 5/8' die. threaded rod min. 12m t into met beam and (22) �Od mails into trues R-II baits Trusses at 24' o.c. see shop drawings bg others Frame ceiling transition 'ef:- as needed using metal studs field verify exact configuration and sizes elli_nq transition Insulatlo Poured Cot concrete h Min. Overlap TRUSS BLOCKING DETAIL concrete block to AT GIRDER STRAPPING Column to Llntl Attachment AT CENTER BEARING POINT na factttuure NTS 7/8" thick light textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL s11651.12 2L ga. 5v crimp metal roofing attached to plgwood dock using s9 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 ode laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails sp aced 0 o.c. at all late and two staggered rows 12" o.c. in field. Attach deck to trusses using atachmant dotal on this sheet ` LINTEL SCHEDULE Mark or uooi WUnit ociLintel Size Cast -Crete 8 rfreatwn • Ay�y • • Bottom Steel 0� Top Steel Loaran' (PLF) Lpoe (PLP) Load (PLF) L22 2'-7 V-6' BP8-OB/IT I 85 3069 Wall 1024 L31 ®' 3°-r T-O' 11111"0-05/IT I s6 2561 1363 163 Los 4'-5" V-10' BPB-os/IT I s5 1106 1 909 331 L60 5'-0' C-C 1111111110-05AT 1 s6 1238 035 121 LLO L r-B' r -L 1PB-OS/IT O — 1 s 6 105 121 634 L80 0'-0' 9'-4' WO-IB/2T 1 s5 2 si 152 691 012 L90 9'-O' V-6' BPO-IB/2T I s5 2 s6 L43 530 401 L10S 4'-O' 10'-L' 8PI6-IB/2T ONE 1 $5 2 85 533 1103 401 LI00 10'-0' s -4" 01'0-IB/2T I s5 2 $5 502 494 452 L1005 10'-O' Ir-4' S'IL-IS/2T ONE 1 85 2 85 r366 1029 452 Lao 0'-4' BM-Ia/2T I s5 2 s5 411 428 324 I.tM y12,'-O' IX—�0/�0 13'-4' 0PI6-I5/2T ONE 1 s5 2 s6 1015 1W $24 LHo W-O' $'-4' BPI6-I113/2T ONE 1 86 2 86 1260 604 261 LILO W-Om 11'-4' GPO-I5/2T 1 s5 2 85 300 192 194 Nos w-O' IT-4' BPIL-I8/2T ONE 1 s5 2 s6 also 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'-O" LONG ARE TO BE PRESTRESSED. 1 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (lO) 90d x I I/2' node ( 24° o.c.) wppplt orLing Max IBIOIba. u li Aluminum Drip Edge t Fascia ettae 12" from" 2" x 6' Sub-Fasci , no Is Keycap full o vent vinyl soffit installed using 1/8' dia shank x IS' long gels. roofing nails with 3/6' dia. head per product approval -see chart sheet al 12' x 12' concrete column block filled with concrete and (2) s1 bars vart. tie into lintel* above thicken edge to 8"x8' with concrete and one s5 bar continuous 1 BEYOND Top of footer 16' below finished floor V Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd n1lids at each web hi-mb lath vertical sood a to printoviode .,obeli 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan s5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Stop per foundation plan Slope per foundation plan °p chins Par Spec, la>< Flush Mounted Shutter Detail Aluminum Panel Sttae per manufacturer — See Tubicat Stud Dated R-30 Batts II baits all ceiling typical section nts �/8" • 3/32' wing Nut w/ appropnet washar and apacing per manufacturer's Details `a .ors• 2 A91' E 9 I Stud Detail Stud w/ Die Cast Zinc NTi Nickel Plated wing Nut nts Brace Gable and with 2" x 4' SYP s2 Oft back nailed to bottom of top chords using (2) 10d nails at each truss 'RE -ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL ( shop drawings by manufacturer ) to � X fa OaUl N h 'C LL 1L L LU X-C 'o w u .. a ti Da 1° ® O E_C00 = U N a w Brace Gable and with 2' x 4" SYP s2 min. aft back nailed to bottom or top chords using (2) IOd nails at each truss a z O (V \R-30 blown fiberglass in bottom chord or trusses O I -1/2' drywall with smooth finish ao a Iu Two rows of beam block filled with concrete Y _and (1) 45 bar cont. in each row. Substitute v precast lintel filled with concrete and (U s5 bar cunt. For bottom row over openings03 N 1/2" drywall over I" x furringg strips at IL" o.c. with R4,1 Pi -foil -insulation on typical 8' Block walls Stral:i 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 either wet set or in spoxg with ( 24° o.c.) supporting Max. (22) IOd nails into truss. Add blocking to pp 9 truss leg per detail on this sheet I < R ETA 20 1810 lbs. uplift lmimimimiallimimmiminlimimimimi ro. MAN WAI PA9 I 'A' VA& For % Q A eAA No Arpr 1Arm MAN NO 1� A AA ANNA. 11 oil i RARE[ VAi A �'ON il� IFe )F< w � X t_ o O fa c h F- 10 o n. CL = n = s to of ti E qa OD 6 �� 2N s t`t LU W All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar be Tgpe "M" FBC R401.1 ETA 20 to only proportioned -oar and Mortar joints shall comp with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (e)L showers, tuba etc...) Fill cell with concrete and u5 bar vert. (typicaD. ROOF(U LA "ppno Y Wood saae t aed 48unless otherwieno see Foundation plan Horse for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J4" spacing at openings concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL' ##10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE III - III; III ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII III III_ (IIII IIII II' III _ IIII '„„IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER III _ II IIII 1.=IIII-.��:��r : •�� ����:�� Ills IIII=IIII IIII--IIII --IIII- —ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR j "IIII 14" FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typical Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE — I all CONSTRUCTION FORM BOAR RYE O TRUSS COMPANY P TRUSS III sC�,le v� I n D SURVEY T C Y PRIOR TO 1-2-19 1 PANEL "All Polos SR Load W#e Dosariptwn circa c"is Desaiptim Wee Load BR Poles 1 20 1.2 ka $12 Rernpereter 1 Ran #L 12.0 ke 50 2 1 20 1.2 km #12 Clothes Washer 3 1 20 IS ku #12 Kitchen S.A.C. 5 11 Dr $10 6.0 km 30 2 1 20 IS Its $12 Kitchen S.A.C. 1 s 1 20 — #12 Bathroom Rocepts 9 10 Air Can $10 6.0 km 30 2 I 20 1 1.2 ke 1 #12 Dishueshor II 12 1 20 1.2 ke #12 Mieraaave 13 14 Air 14 810 5.0 ke 30 2 1 16 #14 Garrrd Lighting 16 IL I 16 #14 Gsnsrd Lighting 11 18 WH #10 5.0 km 25 2 1 15 814 Ganerd Lighting 19 20 I 16 414 Gerold Lighting 21 22 GDO 812 0.81 Kill 20 1 1 16 #H Gorwml Lightng 23 24 Spam Spey 26 21, Spam Spam 21 26 Spam Span I 26t 1 301 pam - PANEL "A" LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) General Lighting (3_ watts sg: lt:) Small. Appliance. Clrcppt(a) ................................... .................................................. Refrigaratrx .. , ............................................... Microwave ..................................................... Dish Washer ........................... I............... ...... .. Clothes,Wagber............................................... Clothes ,Dryer ................................................ Water Heater Garage.Door. open er...................................... 1135 3 5.205 2 1,500 3000 1 12000 12000 1 1,200 1,200 1 1.500 ISOO I 1200 1200 I 1 00 I 00 I 5 000 5 000 1 4.500 4500 I 810 810 Total Watts 35,L15 First 10000 Watts 8100% 1 10.000 10,000 Remainder 25AI8 e40% 1 0 10,24L Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Load Watts 30a41l Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.02 Panel Size Required = 150 Amps Electrical SL,mbol Legend S Single Pole Satoh ® Recessed Can Light Double Polls Switch Eyeball Recewd a Push Button Switch Exhasst Pan '0 D outlet Q Coming i(ounted Light -0 Special Rlseeptacle Wan Mounted Light ground fault circuit Light with Pull Chan (attic) ® Floor Duplex Outlet © Cowputer Connection Jack ® Carbon Monoxide Detector 4 f Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® 1 Smoke Detector Calling ran ® Television Jack Q Tlshiiphoiils Jaek AC asc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Floeaclsnt Light ® Speaker Hook -Up F = JUNCTION BOX TO SUPPORT A FAN O so THERMOSTAT LOCATION B/A = BALANCED AIR Lent-thoL--- Soffit -2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grind -------- 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP mcs into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can meter can ME ME ER Intersystem handing ER Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' ngid service FPL 2" ward service FPL Meter E01 1`3 CFM IOxdoxt MASTER BEDROOM 10 CFM IOxdOx6 I\ ---- ------ 1 B/A CLOSE ATH 150 Amp Panel OPTIONAL PATIO/SLAB 1211 --�L' 4 \\ ° I ° 10, _ PATIO/SLAB I GRE OCJAT RM Gntx Fill on ce S I L— — — — — — r— — ��C amhght L-----� GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I COVERED PORCH Registers g ran 101 CFM %_ IOx 1Ox1 DINING.: ROOM Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owleA ° under disc.H B not shown clarity � H Vent thru Q -- �oFfit ---- FFA./l C 232 CFM 12)Lx1 \ SECOND BEDROOM 12x12x9 t_y S/A 1 1 ground rods 1 I ground rods �/j f J� E C A N i C L L J� Y O U T ELECTRICAL RiSER ALTERNA♦TE SE♦RVICE ELECT. RISER I I I I 1`"'� ,4 - Contractor shall use AL-CU Landing lugs. HT8 - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE: 1/4" = 1'-0" manufacturers recommendations which shall be verified prior to construction manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg Prom panel to devices 15. Contractor shell guarantee all materials end workmanship free defects For less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required amok& t Carbon or a period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFGI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of inatallation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of 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 system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. Refrigm! lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-I" shall be installed 1n metal EMT 10. a eeved in 8(C ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. ar Vents be Braden t Braden AIA, PA II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility er to metalled per FBIC RMI502 12. contractor, the completed system shall be Pulls operative. Contractor for and telephone company. Architects - Planners shall pay all tees, permits, testing, and blower '41� S.E. Coconut Avenue 13. ma actions indudmg testing where required. All work shall be coordinated with other trades to avoid I8. The electrical system shall be completely and effective) by It B_ Tel : (112) 281-8258 interference with the progress of construction. grounded as required the latest edition of the N.M.C.NE fax : (112) 281-8283 14. All required insurance shall be provided for protection against the public liability and property damage for the 19. All material shall be new and shall bear underwriters' labels where applicable. E-mail: bradenalaeCOmcast.net Meter OPTIONAL PATIO/SLAB overed flora%, MASTER BEDROOM WP GFCI \ 1 \ I ®�MEMEEZZIME11111111/ U IN I — — Smoke / Carbon R AT Monoxide Detector R OM e i Combo C I I GFCI / —' — pI \P I �I I� CLOSE 1 ® 11 I ec-c II I IIIII Eli DINING GFCI ROOM I PC GFCI cFM Ii KITCHEN-----_- S� L EA �MW�Z,� 3�_2„ �j'—z„LA_- �II C.M. Detector only per FBC _ R314.3 / GFc' 50 CFM ,q F N — ' C GF GFCI 42" GFCI(f / ao--�---- W.H. AtI IT I r0 Cente ` to A I sith- J IL `II \ S E C O 15�5 y 150 A\R 'i n Optional j BF- D R O O M Pull chai Panel panel location $ � light in attic M 42" GFCI GARAGE II Garage \ or � Opener WP GFGI �COVERacr n PARCH i ELECTRICAL FLAN Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Warne Building Corp. The Grand Carlton Spanish Lakes St. Lucie Countg Florida SCALE: 1/4" = li—Orr Post Light with ,.-� `o Photo call 1 7 Date Drawn Revisions GARAGE Drawn LEFT Drawn by: C.C.U. Checked bg: D.R.B. L'-3" H.B. Exhaust Duct ` I nru Soffit a Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE ,L ST. LUCIE COUNTY ROCC Sheet Comm # E-1 12-2: B OF 5