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Home My WebLink AboutBuilding PlansGulf Coast Supply and MFG Sv Cnmp Metal roof mg FL 111451.12 24 go. 5v crimp metal roofing attached to plywood "deck using tt9 x I.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end aps fastened with corrosion resistant tin caps and with '1.2 " ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o,c. field. Attach deck to trusses using attachment dotal on this sheet 5/8" thick fight textured ZZ stucco on typical concrete 12 block construction SLOPE 4 3 L� COVERED PORCH _______-_ __-__ __ ___ _ _____ 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands IG HT 1_EVAT10N 12 4 1 SLOPE SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin ceps and with 1,21' ring shank nails spaced L" o.c. at all Is and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method ap iration Date Design Pressure of Approved Tests 1,2.3 t4 FLU 11499.2 Single Hung Series 185 Min Windows and doors i x con. ml tn et on et mex rpm sag corner end 6�o.c. ttaee�trr tiro igh �� (Suck into solid filled Cifu wall mamtarmng min 2.5" edge distance m strict adherence to the product aipproval. + 60 pat - A Il-Ii06.30 Overhead Garage Door 9 Model 824/811 9'-4" max. width IC-o" max height ¢ DAB nea . &- 5TF 5"k to tonerete bWk with r e e wt 1) e5 b'r Vert, wng 3/8' x 1" Alp HLC 91ove arxho. at a' o.c. th 1. 6 el auh a knh inn. �' sag detente Imgqa,f trxk to buck no ?> SAt iYie Id throd leg a rase m sash 1 ackat eemtwmng mm..dl fi adet Aetame -GC to RrrQnsr fdg adhere to product approval ID-9-21 50:0/-LO.O sf p B FLU 19614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wan Eko 1/4" din. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. 50.0 PSF C FLU 15332.2 SlidingGlass Door Serlea 420 MI WindOWa and doors ,e. x can�nrri� penst1.ration at maxi roe each corner ando.c. sal eouble rou Lhereefter throug� PT Buck into solid filled CMU well memtnrnng min 2.5" edge distance in strict adherence to the roduct a rovill. 4B.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method T Kfeiration Dade Design Pressure f Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion + mr CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment Mi Windows a ;" etratdon into each Mull Clip. Attach mull to clip using (4) #10 x 1,25" and doors 4 ., 1f tapping screws per clip as shown m product approval. a; -. + 118.9 PSF - Roof FLU II451.12 5V Crimppa. Metal RoofingGulf 5v crimp metal roofing attached to plgmood deck using 49 x 1.5" Coast Supply s, oo screws with self sealing washer at 12' o.c. max spacing over ASTM D and manufacturing J type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and (Mpe fastened with corrosion resistant tin ceps and with 1.25" ring shank nods '. spaced 4 o.c. at all laps and two staggered rows 12" o.c. in field. Attach ydeck to trusees using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c, screwed to soffit framing using tt8 x 3" wood screws at each truss. Install soffit to battens using OJ2" dia. x 1.5 Iona rina shank nails with 3/8" dia. head, 55.0/-35.0 PSF Hurricane Panels Fitt 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" din. solid set lead anchors with 1/4" die.-20 z 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate' i � 1019 � pet st'4ad® O vV 7 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 R 24 ga. 5v crimp metal roofing attached to plywood (deck using 49 x 1.5" COMPL�p►NC wood screws with self sealing washer at 12" o.c, ma> spacing over ASTM D CODE (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end N spa laps fastened with corrosion resistant tin caps and 6th 1.25" ring shank nails S'�, LUCIE COU ced L" o.c. at all laps and two staggered rows 1,2" o.c. in Field. Attach BOCC deck to trusees using attachment detail on this sheet i 11 rO'� - EARIN ... r FILE COD -O" = Finished Floor 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR EL_EVAT10N SCALE: 1/4" = 1'-0" 12" .H. 5/8" thick x 8"w cut' coral finished stucco bands \ 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood "deck using tt9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 la felt underlayment installed with min. 4' side laps and 6" end laps fastened uath corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. of 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 nails. Substrate n to be I9/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 8'-I" BEARING �. ® ® ® ® � 1 ® ® T ®T ®® l L 17, ®®®® O'-O" Finished Floor FRONT ELEVATION base -board -1-1 2" x 4" P.T. bottom plate 4' concrete slab with fibermesh OR VxV #10/10 WWM on L mill Visqueen over clean compacted termite treated Fill Interior Non -Bearing Partition nts Braden it Braden AIA, PA Wynne Building Corp. Architects - Planners- &" 417 S.E. Coconut Avenue THE I I I 11� I�l'ID S O f 7 1 (q Tel : (2) 281-8258 W I J j Fax : -(712) 281-8283 Spanish Likes E-mail: bradenaiaacomcast.net St. Lucie County Florida Stuart FL 34996 #AAC000032 SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: 11 Wind Velocity: 145 mph ultimate Mean Roof Height: ll p' Roof Pitch: 1:12 Internal Pressure Coefficient:` ±O-I8 Subjectabditg to damage from: Weathering; Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C pia Roo? an Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD design t:d PITCH Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL; 0.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20,4/-32.4 pot Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf E�:]= Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? Yes i . = Roof Zone 2 Continuous Load Path Provided? es Wells Zone 5 Are Components an Cladding Detal s Provided? Yea END ZONE Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi 5EE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS W= Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: iO pat FLOOR LIVE LOAD: J5 pat FLOOR DEAD LOAD: 10 sf JOB ADDRESS: Model: Date Drawn Revisions Sheet Comm # REAR I`�-22-19 Drawn by: j ' PdRCH C.C.U. I RIGHT Checked by: ID. R.B- OF 5 4 N FLOOR sea dated top this sheet IS►-0" Cou q" for steel support angle - rf- CRASH 'POST D E T A I Recess to late Ow x 3/8"d with ncontrector verify type - 3 TYPICAL NOTES: SCALE 1/4" - I O N.T.s. 7' lY2 7Y2 1. Contractor to verify ALL notes and dimensions prior to 34" high y 4 diameter 2 steel cras post. Floor Steel countertop support angle proceeding with work. net - Flange wit 4 3/8 Install 9" From each end end BaxeB'amood etude E� ° ° ° ° block filled with concrete and ° ry 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. 0 D 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail 12' x 12' Concrete column a minimum 1,400 P.S.I. fiber stress. �' at IL" o.c. 13'-Ir' O (2) #7 bars vert. tied Into 4. No dissimilar metals to touch. vr' drywan 0 lintels above S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. plate p Filled cell °rider O C ALL Concrete used for vertical filled cells, tout. tie beams etc.. to 0 2r2 z, 2° x B° PT wood D O -girder above r2' r2 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Attach buck to block wail with WIRE LATH CEILING p 6. Drywall at ceilings shall be leveled and attached to bottom chord o 1/4" dial Elco cone =raw& with min. y g 03/8" 2'r2" 1 1/4" penetration at 12" ox. Koll7CHEN ISLAND FRAMING DETAIL 19 -9 ° of trusses with screws per FBC R102.3.5. q„ and 4" max from each corner thru 1. ALL wood in contact with concrete shall be pressure treated. 2ir2" of wall race 2" x c' PT Back O- 3' 9 S. ALL wall dimensions are nominal and not finished wall or stud dimensions. o o aril. ry MASTER 9. ALL plumbing fixtures to be low flow. i2' D BEDROOM0 CJ 10. Contractor to Provide Drain at water heater in accordance we wood .craws thru jamb into buck °U°1 0D° O ° ° ° with the current edition of the Florida Plumbing Code. at each hinge and 15' o.c. max and u E 8'-O" A.F.F. Detail at Door prior to door attachment w D -11. Contractor to Provide a 2'-8" wide door at one bathroom for Ts Flat Ceding ��a handicap accessibility requirements. NuN I D 12. Lowest finished floor to be set by Governing Building Department INSTALL VULKEM BLOCK SEALANT Q I m surveyor to set in field. �2" 2r2 2j2 ON ALL JAMB, HEADER. AND ° ° 13, Separation between residence and garage shall be per FBC R302.6 /' SILL BLOCK PRIOR To BUCK I ° P 9 9 p 6 INSTALLATION N 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door vaulty to be I O O 34 Y " high w.H. Water Heater D 2 g Install windows thru buck Into block with 3/I6" tap -con with 12„ \ � s. yM 8'-O° to]9'-8" A.F.F. 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1 1/2' penetration at L" o.c. max. 1 \ MASTER j Rod t Shelf - Vaulted'Ceiling p g pp from each corner end 20." o.c. max I BATH - - - - g I6. Wall and ceiling finishes shall have asmoke-developed index of not greater than 450 per FBC R3029.2 thereafter at .lambs and 20" ox, max. I 2" I I - Exterior face et head end w per product approval I T` \ 31, ° 6'-4" 4" �'-3" 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant °r ,�ni1 -, Back to be l" x r Pr I uy-i 1 1 I ,-► KITCHEN U flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 1, 1-1 vane I LAY-[ I 1" li- 1 materials exposed on the underside of the roof deck or on the attic walls shall comply 1 :-'13„ 1 2„ LAUNDRY � I with F.B.C. R316 - see permit info box of code edition 1 1 1 1 2" O °u GREAT I R O O N 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 1 1 2"1 1 J I C960, C1002, C1041,C1171, C1118, C1278, C1395, or C1396 and shall be installed r'xq" P.T. Back nailed co I I L v-i 1 �LOS -1- according to the following: (FBC R102.3.5) Detail at Windows pxk with cane hardened nail. ` 2" y' o I nor to window attachment wc" Q" J 2" 2" D Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Ned sizing options for of drgwall into Spacing Maximum installation wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" "I" 12" 139a 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long i2 annular -ringed or 5d cooler nail OR 0.080" dial x 1 5/8" long with walls Either IL" ell1L" Direction 15/64' head OR G pwm board nail O.OBL" dia. x 5/8' with 4/32" head. Ceding Perpendicular 24" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" Ion g annular -ringed or Ld cooler nml 0.092" dia. 1 1/8" ion with 9 walls Either IL" g^ IL" Direction I/4" head OR Gypsum board nail 0.0915" die. x 1 1/8" with 19/44" head. 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108,6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall' be used as backer for the wall tile in tub areas and wall panels in shower areas. 21, Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with 4STM E 84. Insulation shall comply with-F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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" end laps fastened with corrosion resistant tin cape 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 trusses using attachment detail on this sheet 3 aNwR-i NTS I we-1 2„ 2 H.B. -1„ toNT a ill o H -- -� I Rod t ShelF '- on, av 00 Ln lu D = ,, a 9' S„ o LAUN RY u�l O Ln H v 8'-O to 9'-B" A,F.F, I O :r- v MrJ Vaulted Ceiling ° H' DINING 0 ° V anity t be ROOM m IS„ 42° 34 Y2 .1 h1� I I ° - T counter tops to 3/8" thick steel O E < I I v- overhang wall 1.5" 5'- q0„ counter top supp its eq eq noun er to to O L over ang wall 1.5" O -- -- aD PANT ° O c m _4„ m ® - - - -- U O +41" high wall ° i DW i SECOND I 0 o BEDROOM I KITCHEN I o 8'-0" A.F'_F. Flat Ceding rI Vaulted Ceiling to O O Upper cabinets to I - extend over Ref. I I 14- MICROt AV, D I REP. NON-V NT 12'-8„ 4„ #}" = ry 38' CLEAR '� OPENING L - 0 - - J H-B. O R-11 Bette Ineuletion `r (`I O O Provide auto G THIRD �, closer 4"e Steel Ballard O O BEDROOM O Sea detail on thle sheet O" wI --- 1 O 1 22" x 54, Q O r- I =\ g Attic Access I Q = 1 with light 8'-0" A.F.F. E+i I - - L - - - - - O IV Flat Ceding - 8'-O" A.F.F. 12" A/C r 4 Flat Ceiiling Simpson HETA 20 or equal i/ all#I I I a GARAGE . hurricane anchor at each truss 12 Masonry Beam \ 2 _gl 41 4 with (10) 10d x 1 1/2' nails PRE-ENGINEERED TRUSSES I" x L" P.T. Buck nailed to ( 24" o.c.) aup�orting Max. -4 block with case hardened nails Verify attachment O I8 Io1ba. u ift at 24"o.c. TYPICAL I m P prior to door attachmen hole location with GC (shop drawings by manufacturer) i+i Block wall in O Install SGD thru buck into prior to fabrication - ° ° 0 MT ° 0 /garage to be J block with 3/16" tap -con with 3/8" thick L„ ° ° ° Q// struck block N I I/2" penetration at L" o.c. max. steel bracket O R-n Bete. Inwetion Provide auto D 2'-B" O closer from each corner and 20." o.c. max I50 Amp 4'_4, Aluminum Drip ---"R-30 blown fiberglass thereafter at head per product approval EMERGENCY ° O Edge t Fasaa m bottom chord of trusses P PPanel 3° ' 1/V2' drywall with smooth finish EGRESS ° r-----------------i r------------ --� " 2" x 6" Sub-Pascia Two rows of beam block filled with concrete Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL 3^ and (U #5 bar cost. in each row. Substitute � O D „ rn I I B recast lintel filled with concrete and (1) 45 I I/2 penetration at 6 o.c. max. I I F I I Kaycen full o vent vm�l soffit Installed g from each corner and. 20" o.c, max using 1/8" dia shank x 5" long galy. gar cont. for bottom row over openings roofing nails with 3/8" dia. head per thereafter at sill per product approval I I ° = 0 1 I product approval -see chart sheet #1 1/2" drggwail over I" x Furring 4 O _ atria ai 14" o.c. with R, -foil GOLF CART p ___ I" x 6" P.T. Buck nailed to _ri I I I I insulation on typical 8" Block walla block with case hardened nails o\ I R AGE 1 1 I 0 g All dr wall to be installed per FBC R"102.3.1 prior to door attachment I 5/8" thick fight textured �T and shall meet all ertaininP A5TM codes. Head `n O I 1 no I I stucco on typical concrete _ P g block construction M Mortar to be Type "M" only proportioned per FBC RbOTI ° and Mortar Jonts shall comply with FBC R601.2.1. a Q ° ° ° ° ° - - - - - DO O 00 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door 5 bar w/ sliding 'door ® 32 _ 1 0" overlaperlap Fill cell with concrete and ' 2'_g" q _O-� 4"1 2'-8„ at each filled cell (U U5 bar vert. (typical), n Masonry Wall _ Max spaci ng g shall not exceed s i � 3 O" 48" unless otherwise noted v2" a Wood see foundation plan notes for - Ai Base spacing at openings 4" concrete slab with fibermesh OR Bottom Track Typical Flooring Square Footage Breakdown Cx6" #10/10 WWM on 6 and Visqueen over Sill Install SGD thru buck into Total A/C Space = 1,153 sq. ftl clean compacted termite treated fill block with 3/14 tap -con with Covered Porch Total = 212 s , ft. • Sliding } I l/2" penetration at C o.c. max. Grade S l I d I n g D oo� D � 1. a I I from eah corner and 20." o.c. max .�{i Garage = 459 sq. f t. IIII-I111=1�11-IIII y thereafter at samba per product approvalJamlJ li Ota� �UIJIC Ft = 1�,02'� q• At Masonr Wall NTS Under Roof Total = 2,484 s ft. =►1 11=1 111 m I_ -I -1 I I 1=1 I I 1=1 11 11j-III1=llil=III-III-I -IIII Braden It Braden AAA, PA Wgnne Building Corp. MODEL: Date Drawn : ReYlsions : Sheet Comm tt Architects - Planners -IIII-IIII III with x 14" Concrete footing411 S.E. Coconut Avenue � I � � III (j�l j'1 � / � � REAR Drawn by: q with ve e bare cost, and #5 Tel : (112) 281-8258 W I �l J.J 0� PORCH transverse bars et 48" O.C. T Y F' 1 C/4L SECTION Fax : (112) 281-8283 Scale : 1/2" I'-O E-mail: bradenaiaacomcast.net Spanish rakes RI HT Checked by: Stuart FL 34996 #AAC000032 St. Lucre County Florida D.fz.B- OF 5 j Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-Sks"x 4'-6 Ve" 54%a"x Wall Single Hung ZONE 4 2. V-2ks"x V-3 %s" 15' x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2%2" 21%'x 38%" Single Hung ZONE 4 4. 3'-1" x V-3%" 38" x 63'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 by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" x 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41"%4" x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 4'-8" T4" x 81 %2" P Wit"° Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x V-8" x 13;' Solid Core Mood, Steel, or Maaonite Door H 2'-8" X C-8" Solid Core Wood - 4-Panel J 2'-L" X V-8" Solid Core Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT WITHSTAND THE PRESSURES STATED All rough opening dimensions to be verified with manufacturers specs prior to construction pressures stated in permit info APPROVAL FORM AND SHALL IN PERMIT INFO BOX ON SHEET #1 by contractor aT-1. 2" _ ( I N C.O. 3" BATH #2 mr is m SANITARY RISER WU 3' 4„ rite 0 - 32" s� w- s STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3• POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Ip ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A-Ib, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ it 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 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. L07 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 12. 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 ST EL A MINIMUM OF 48 BAR DIAMETERS. `• 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'S ALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, 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. G185 RATING. FOIUND/4TION 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.... S. Contractor to provide filled cell with concrete and 1 45 bar vert, at 48" C.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 6'-O" to q'-II" 1 it and Provide (3) Pllled cells on each side of openings from 10 -O 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) �. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy Of soil test t0 architect for review prior to construction 8. ALL Reinforcing steel shall be grade 40, meeting ASTM A-I6 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/ Thicken edge to 8"x8" 30" overlapSEE TYPICAL n with c n concrete ECTIONS h o Crete and 4 o Crete slab with fibermesh OR at each filled cell one 45 bar continuous b"xC #10/10 WWM on 10 mil Vtsqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE L"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill _ Grade _ _ _-al�ri�llll-1111=1 m v c — — FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET F' 30i' x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB m 0'-0" Fb 12"W X 1811D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET NQT GWJ `I f! I V/0L12 x 12" concrete column block filled I with concrete and (2) #i bars Vert. tied 7 35'-O" F into lintels above \ c 8'-I0 i," 1 1"/1 8'-I0Y," I 7 D i ---- FI ----- i I FI I 24'= ° Io L T Filled cell under r girder above I _J Rear Porcfi Slab to O F 1 r be poured separately 1 W I O from House Slab. O O I ry t t toThicken footing to 24% x 14"d x 24"L / I under filled cell —i I O 0 ZL under girder bearing.1901„ ° ID FI Rear Patio/Slab to FI — — — 1 be flush with bottom of sliding door recess. Slope I" EJ II Iff r - I` h- 0 I I 1 ° I I I Io 4" concrete slab with fibermesh OR I 6"xC 410/10 WWM on 4 mil Visqueen over I � '-4 clean compacted termite treated fill I a%= m 5;0n I❑ I I` I I `- F_ 1 o I FI I i oII . I OW I m I I I U FI 4" concrete slab with fibIrrmesh OR O 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite �reated fill I O° I MICROWAVE REF. NON —VENT ,I OPENINGR �� I O H.B. 4"0 Steel Ballard 8„ I I I See detail on this sheet I F � PORCH SLAB EDGE DETAIL I i��# > I I I I I I I( I I I I= 14"w x 14' d concrete monolithic O footing with (2) tt5 bars Cont. SCALE 1/2" = 1'-0° 14" I aN 1 I i o #5 bar Vert. w/ A/C TYPICAL FOOTING DETAIL 30" overlapUl /� at each filled cell #1 I 1 Q. I SCALE 1/2" = I'-O" ° I SEE TYPICAL 0 ,_.,SECTIONS "� 4" concrete slab with fibermesh OR M` I FI _ I I u-'i FS Adjust curb height on either aide of u F6 } — 4"x4" 410/10 WWM on 10 mil Visqueen over based on ar. floor house field verif L — - o I 0 q g 4" concrete slab with fibermesh OR g N r clean coin acted termite treated f111 slope. L"xL" ttl0/10 WWM on 10 mil Vis ueen 1ver service location ° p clean compacted termite treated fill r — — — — — — — — - ° 45 bar Cont. #5 bar in curb P O I W I in D O'-o" e F.F. Grade x 4" FIT wood secured with I W F51 Q o I _ I ` 3/8"die. x 6" anchor bolt at IB" o.c. 4 Step — — overhead door track secured to wood I O I I I11 jamb per manufacturer's product approvallilt -1=1 —�� 1—iIII Cara e Door Jamb Detail 18 I I I F- (2) #5 bars Cont. bottom steel = i r GARAGE DOOR TO WITHSTAND PRESSURES STATED O -' 1 3,_O, O 10" 14'w x 14"d concrete monolithic NTS footing with (2) #5 bars Cont. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT o ( ° 121, 14„ APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. I I I F 2 DETAIL AT 6" GARAGE STEPDOIUN Filled Cell Masonry Column With One I F5 — — — F b ° --------- SCALE — — — Fs- — — — J SCALE 1/2" = 1'-0" 45 From Footing To Beam Each. Filled Cell Masonr Column With One O L — — — — — — — — O O �j GARAGE CURB DETAIL Conc. Fill To Be 3000 PSI y ° 1.5" Recess for ° O ° a ° O O 1.5" Recess for ° O 12' x 12' concrete column SCALE 1/2" = 1'-0" See Floor Plan For Location #5 From Footing To Tie Beam ° ° Garage Door Garage oor ° block Hoed With bar concrete Conc. Fill To Be 3000 PSI and (2) 21 bars Vert. tied into lintels above " Verify house slab 4" concrete slab with fibermesh OR I See Floor Plan For Location 2'-8" q'-O" 2'-SI 6'-4" height in field 6"xL" #10/10 WWM on 10 mil Visqueen over Top of clean rooter compacted termite treated fill IL" below finished floor +• `r > ' ' . ' '>' IL" tt5 bar Cont. - — Double Felled Cell COlumn Sln le Filled Cell olumn -IIII-- II-11II- g III=II v III- NTS NTS 301,x30"x16" concrete "" column footingwith (4) BradenBraden idle MODEL: OD Date Drawn Revisions 45 bars eacwag ra PI'1 PA dons .. III (2) tt5 bars bottom steel ' ll�l}nne �uliding Corp. Io° Architects - Planners 4-22-19 aa' 12 411 S.E. Coconut Avenue THE �U f N D S O EI `R Drawn by: i, <] Tel : (��2) 281-8258 PORCH C.C.U. COLUMN FOOTING DETAIL DETAIL AT 9 GARAGE STEPDOWN Fax : (112) 281-8283 �-- SCALE 1/2 _ 1'-0" SCALE 1/2" = 1'-0" E-mail: br�adenaiascomcast.met St. Lucie S. Lu Lakes County Florida {�I }-�-j' Checked . Stuart FL 3499L #AAC000032 D.R.B. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. �Ia MM rV 0 F 0 Sheet Comm # a 1 IS-I59 OF 5 f200F 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" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 i TA 5 bare bar ROOF FD L /4 �, I I� 20 Simpson anchor hurricane anchor at each truss with mbeamBTie p dameProvtersttoverlap into Provide #5 bar set m re -cast Scale I/2 = I -O ( 24" o.c.) supporting Max filled cell steel into continuous lintel into beam where length of beam block steel. the opening calls for it. — Overhangs at 1'-0" unless otherwise noted on this sheet 1810 lbs. uplift p HETA 20 — Roof pitch at 4.12 unless otherwise noted on this sheet Provide Cast -Crete SUS-OB/OT Truss shop drawings to be provided by manufacturer ib., " " B1 uoc precastlintel eat m mortar Any changes to this plan shall be submitted to the BI Min. 8" Bearing architect for approval in writing prior to starting construction Strap truss to wall using Simpson MGT with 6/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet ALL TRUSS TO TRUSS CONNECTIONS BY BI TRUSS MANUFACTURER ° Architect to review Truss Shop Drawings Prior L,oB Provide PT Buck r,.;, to construction for layout and uplift verification I attached per jamb i';?j Pou ed Filled Cell rl VAY details into filled cell - Contractor to provide for Form Board Survey and to provide 4 FT 4 FT , Form Board Survey to Truss Company prior to truss 'construction o T IL 4" Pre -cast g a Provide #5 bars with min. 48 bar BI I I W 4 FT 2 2 4 FT O diameters overlap in filled cell. Tie 'i filled cell steel into continuousIE f ter 'steel. f jh'I 1 ( 12" i 71 Ke Area Ede Field Fastener Pressure 11,1 {.I Co rate Anchors Per }I BI " l" ,1 ( Me ufacturers Specs Zone I (,° 6" Sd ring shank oncr 45 psi concrretoured e blocktw.I[ 7i N Zone 2 6" 8d ringshank l6 W u, Zone 3 8d ring shank 84 sf G: L = Concrete Footing a 4 4 9 p _ _ (see Tooter schedule ** Zone 3a 6" 6" 48 wood screw 112.5 per L4 x for exact sizes) I ry Aluminum Panel I Seca per manufacturer = L ** Use nails or screws based on pres ure for roof stated DETAIL AT WINDOW OPENING IN _";' 12 0 m in permit nfo box on these plans or zone 3 sTi stud ol CBS WALL Scale: 1/2" = 1'-0" ee paicaatmsLOP 4 N °' N ' v l/e" s 3/32' Wing Nut w/ B1 I ~ d = i a approprmte posher and spacing 19' SINGLE PLY ''REAR GIRDER TRUSS ` o per manufacturer's Details S N N rmn aeu 3 .OL3' a i s in -I" m .OM" U I c � ° � O Nail 2" x 4" blockm� to vent. leg of 1 = w a O) ° ao truss with IOd x 1.5 nails at 4" o.c. m 3 (n E r — Verify with Plan ;'. i a m in 4` BI u N v- Install Simpson MGT into wall using ' a " ' " C Concrete 6FrTI/e" dia. thre dad rod set min. 12" i _ C r Lintel 12 x 12 into wet beam and (22) IOd nails into trues U Column Block ; I N c L22 BI i I .lens• w concrete black well ' . Stud Detail W ` b V'AU ED IA:REtm Poured Concrete or INT6Stud w/ ie Ceet Zmc Nickel Plated .Wmg NutConcrete Reber Maufacturers cSpecser v X Z 48 Bar Dia. ° to `l UJ Reber TRUSS BLOCKING DETAIL UJ �— UJ Mina Overlap e = 00 W — AT GIRDER STRAPPING Flush Mounted Shutter Detall CT) to N 0 E B 45 •:' AT CENTER BEARING POINT nos Column to Lintel 4ttachmlent s NTS I 1/8" thick light textured stucco installed per ASTM C 92. over ASTM D -type 2 paper backed l� I I SCHEDULE wire lath Waded to substrate through one layer of ASTM D Tyype 2 felt paper using 8d Wade. Substrate /� M to be I9/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Martr-o Size and Description Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 rows of beam block filled with concrete and I #5 bar 26 ga. Sv crimp metal roofing attached to plywood deck using #q x L5" BIinuous in each row. Hook vert. bar over top bar with wood screws with selF sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4' side laps and 6" end 90° bend bar with a 10" min. lap at top bar. tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. et all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear "A" "B" Length Length Span Bars Bars el CLEAR 2'-10" 2'-8'r I'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OBAT $11" /IT BF8-IB/2T Additional 4'-0" 3'-10" 1 2'-8" 2A3 none #5 bar$ CLEAR ; r 4'-b" 4 '-4" 3'-2" 2.43 none ne Row of "H ,Y Block Above . ','.- 5'-4" 5'-2" 4'-0" 2,43 none .,. Pretest Lintel 5'-10" 5'-8" 4'-6" 2,44 none r t ,1, Additional ( 6'-6" 6'-4" 5'-4" 2,#4 none `----" #5 ban �----' T-6" 1'-0" 6'-2" 2,45 none BFIL-IBAT 8FI6-IB/2T NOTES: 1'-0" 2,45 none 1, inn, coverage of steel=1.5" 2. min. bearing required a ea. end=s" ALL reinforcing steel is grade 40. 3. standard for reinf, steel-A5TM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE ) `( LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel S1ie Top Steel 8'" Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) 1.22 2'-2" 3'-V 8F8-OBAT 1 45 3069 1669 1024 L31 2' 2'-6" -8" 4'-0' BFS-OBAT 1 #5 2561 1363 163 L45 4'-6" 5'-10' SF8-OBAT 1 #5 1 1105 909 339 L50 5'-0" L'-V BFB-OBAT 1 #5 1 1238 835 121 L40 6'-8" T-6" 8F8-05/IT 1 #5 1011 121 534 L80 8'-O" 9'-4' BPS-IB/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-6" 8F8-IB/2T 1 45 2 us 643 630 1 401 L908 T-O" lci 8FI6-I5/2T ONE 1 #5 2 #5 1533 1183 1 401 WOO 10'-O" ii'-4° 8F8-IB/2T 1 45 2 #5 582 494 452 LIOOS 10'-0" II'-4" BFI6-I5/2T ONE 1 #5 2 #5 1366 1028 452 LI20 12'-0' 13'-4' 8F8-IS/2T 1 #5 1 2 1 #6 1 411 428 324 1.12015 12'-0" 13'-4" BFIL-I15/2T ONE 1 #5 2 1 #5 1 1015 110 324 L140 14'-0" 15'-4" BFI6-115/2T ONE 1 #5 2 1 al I 125o 609 259 LI60 IL'-O' IT-4" 8138-I5/2T 1 #5 2 #5 300 1 192 194 LI608 I6'-0" IT-4" 81"1 ONE 1 #5 2 1 1 also 600 194 - 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. Aluminum Drip Edge t Fascle Flash and Counter flash Brace Gable and Ned ledger to with 2" x 4" SYP 42 9 8ft back nailed to bottom gable end truss of top chords using (2) IOd with (2) IOd is nails at each truss at each web 104 WINE wi': WA A it ---wood screws-afl . i-self sealria wasIx Il. 1111 WA AN AA laps fastened with corrosion resistant tiin an ___%aced 4" o.c, at all laps and two, stagger �iaps ed . row� 12 Simpson HETA 20 or equal 4 hurricane anchor each truss PRE-ENGINEERED WOOD TRUSSES 1 1 with (10) IOd x I I/2" Weds i' ® 24"o.c. TYPICAL L31 BI - ty 24" o.c.) suppporting Max. / ,i ( shop drawings by manufacturer ) 18IOIba. uplift / �Z3 Attic Access I BI Q I wth tight 1F'-1 R-30 blown fiberglass Aluminum Drip ----0 %� Edge f Fascia 1/2" thick stucco on 3/8" hi-rrb lath to horizontal in bottom chord of trusses 2° attached and vertical wood framing with nails or staples to provide 11 I/2" drywall with smooth finish N 2" x 6" Sub -Faso no lees than 1-3/4" penetration into framing I O I horizontal wood and 3/4" penetration into vertical wood framing members Two rows of beam block filled with concrete and (U 45 bar cost. in each row. Substitute ni 1 op I L31 I 1 12 Kaycan full o vent vinyl sorrit installed recast lintel filled concrete an led with td (1) #5 ar cont. for bottom row lLl I I 1 I \ unngg 1/8" dia shank x LV long gaiv. over openings 8'-0" M I 1. SLOPE 4 roofln nails with 3/8 die. d er product approval - sus charts sheet 41 S/8" thick light textured 1/2" drywall over I" x Furrin Vfod strips at 14" o.c, with R4.1 TDD 12" x 12" concrete column stucco on typical concrete block Insulation on typical 8n Block walls SPACE I I I I block filled with concrete construction Varies _ All drywall to be installed per FBC R102.3.1 and (2) #1 bars vert. tied - see Ian P and shall meet all pertaining ASTM codes. into lintels above #5 bar vent. w/ Mortar to be Type "M" on Ty proportioned er FBC R601.1 �601.2.L 30" overla p and Mortar joints shall comply with FBC B) thicken edge to 8"x8" Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) L22 BI BI L22 with concrete and at each filled cell one 45 bar continuous BEYOND Fill cell with concrete and Rear Patio/Slab to (I) #5 bar vert. (t ical). 9P N O be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" un esa otfierwlse noted N HE A 0 Top of Tooter Base see foundation plan notes for 7 1 BI tf B1 BI IL" below finished floor spacing at openings Ste p per foundation plan 4" concrete slab with fibermesh OR L90 L40 q0 6"x6" #10/10 WWM on 6 and Visqueen over =a Slope per foundation plan r clean compacted termite treated fill ry a . HETA 20 HETA 20 —I I I I=III 11 II II=-1111 I I � I i_II 1= li Provde for gutterSimpson HETA '20 =EEE EH _ 1=! II ICI 11 Provide downspout hurricane htrussI—I11 2oc) suppor ing Max —1810 lbs. uphfI =1,— TCal Section at Front florch Scale : 1/2" = 1'-0i' Braden t Braden AIA, PA lU nCorp.ne Building CorMODEL: Date Drawn Revisions Architects — Planners —� 4-22-19 411 S.E. Coconut Avenue REAR Drawn by: Tel : (112) 281-8258 T �1 W i `t +—/ S `/ RORCH C.C.U. Fax : (112) 281-8283 E—mail: bradenaiascomcast.net Spanish Lakes RI HT Checked by: Stuart FL 34996 UAAC000032 St. Lucie County Florida ®� g I O I r Provide downspout Sheet Comm U w4_ 1S—iS9 OF 5