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HomeMy WebLinkAboutBuiding PlansGulf Coast Supply and MPG 5v Crimp Metal roofin FL #11451.12 26 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. side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 ii at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 LOPE block construction — — — — — — — 11I — — — — — — — — — --- �.---------------------- \ Finish Columns with 5/8" thick cut coral finished stucco bands e 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION u IIEGRES41 SCALE: I/4" - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 a. 5v crimp metal roofing attached to plywood dock 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 *a and 6' and laps fastened with corrosion resistant tun caps and with 1.26' 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 detain on this sheet a3'[ '5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATICN SCALE. 1/4" - I'-O' Product Approval Submittal, Affidavit Opening u1s Sming Boom Ovealisad DOOM MMing Doors,,, windows Product Model # Manufacturer Glum Attachment method tiion Desiign Pressure, Type NUM1= Da of Approved Twice l„a„3 FLU 239.3 Single Hung 5H-100 PGT 5/ 16 or�film. 1114aceIs to praduet o rva'3Corpiracta io � Q�e al a re to pP + 80.0 PSF t4 Impact rain. a distances s eerfied in Product roval approval - 16-0330.02 Overhead Model 824/811 9'-," max width DAB -- """� "a a '� ° k'�r Do c s • " . '�° � c�'kr;,d i�' �• � . `` a `,�,c�,,,,s 10-9-21 + 50.0/-60.0 sf p Garage Door 16'-0" mac height ...� or .d,.r. sA pr.d.et spprov.l FLU 166i4.1 Fiberglass SMoeogth Pro/ Jeld-Wen — 11 1/4" did, to con with nn 1.25" embedment at 3' max from cornero and �i.5" o.c. max. thereafter in head and ,iambs + 50.0 PSF FLU 251.5 Slidin Glass g Series '110 caGD PGT 1" rom V4' Ia. tapcorls w/ min. 1 3/4' netraturi to �e per pr uct approval ooinractor osshail a hers to + 64.4 P5F Door Type "GSA" :gcea m1n. 2 V2" edge distances specdred in Product approval - PXvii NOA/PL Model Manufacturer Attachment Method TEST Pressure � Des NUUM.a Date A� ond Testa ® FL# 261.1 1" x 2 3/4' x .316" PGT install per fastener qpe and spacings shown in Table IA and 1B in product approval on shoat a of 22. ± 58.0 PSP Roof FLU 11651.12 5V Crimp Metal Roofing Gulf Coast Supply 2G la. 5v crimp metal roofing attached to p1g000d deck using #9 x 1.5" washer O°�r �� �pwlb d Wrtli i Maned and manufacturing felt si�ndaelrlg installs in1nX 4�aoilmdeg la andSL -1w' p laps rastered with corrosion resastant tin cabs and with 1.25" ring shank nails - 108.5 PSF spaced 4 o.c. at all laps and two stagered rows 12' o.c. in NMI, Attach deck tc trusses using attachment detail -on roof plan Siding Stucco on Block - Soffit Model T4 12" vented FL# 121' . ven Kaycan Install using 2" x 2' battens at 6" o.c. screwed to soffit framing using #8 X 3' wood screws at each truss. Install soffit tdid,o battens using +55.0/-35.0 P5F Vinyl Soffit HUI Tic Pane lls _ I have reviewed the above and approved it 1py my seal below. ( Architect or Engineer of Record Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 gii 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wom screws with self sealing washer at 12" o.c. max spacing over ASTM D type 1 2) 34 lb felt underlagment installed with min. 4 side laps aihd 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced :6+s11 at all laps ®and atwo �sstaggerred�rows 12* o.c. in field. Attach 5/8" thick x % cut stucco on tgpical concrete coral finished stucco bands, block construction is 4 SLOPE_ 5/8" thick x 8% cut' coral finished stucco bands 2" x 4" top plate `' 1/2' drywall ceiling on truss bottom cord dr9wall on Istuds base -board 11 11 / 2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR 6"x6' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition rRr- REAR ELEVATION SCALE. 1/4' - l'-00 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11,451.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 K 1.5' w screws with self sealing washer at 12" o.c. max spacing over ASTM !D (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and 6' end laps fastened with corrosionresistant tin caps and with 1.25" ring thank mails spaced 6" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detai on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through lane lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with 14d ring shank galvanized onarls into truss webbing. ,. • • •- •r Florida Swulding Code Residential: 6th Edition and ASCE • for Wind Loadimi Building Design is: Enclosed Risk Categorg: 11 1 VelociI 10 mph ultimate Mean Roof a Roof • :. I o • Width of Roof End Zone:- a'-4* Wind Speed: US mph ultimate ind E40asure Classification, C Adjustment factor . Expoisure x 01 = 0 Load Combination: ASCE • Sectilim 2.4 • • • 0.6DL+O.I.WL Components i Cladding . Pressure -.. • Rod Zone: 2. • Old Roof Zone: • Pat Components Width: Components t Cladding r ConsideredComponents t Cladding Wind Presswe (III on Garage Door: +32.0/-40.3 ps Shear Walls for Structure? Yen ComponentsContinuous Load Path Providald?yft Are •Minimum Soil . Bearing._• poll ♦ • • • • • �• •♦� r • - ri • r • Architects REAR I Drawn bq: �i� r + . r iTHE WINDSON, PORCH 411 S.E. Coconut Avenue Tel •.. E mail: .. I ­ , �I St. Lucie Coun4 Florida Stuart. FL 34994. . 5-23--18 Garage floor slope and smoke detector revision 4- 1. -L- . J ®- Roof Zones I Walls Zone 4 �Et - Roof Zone 2 Walls Zones 5 END ZONE - Corner Zones Roof Zonis 3 Sheet ��tnm � Impact Of: 5 F LC ORRecess top plate 6"w x 3/8"d . FL A N�" for steel support angle TYPICAL NOTES: SCALE 1/4I-OCRASH F O S T EDF-7 A I L see detail on this sheet " = '" N.7.S. � 1. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter h craspost. Floor proceeding with work. steel p Steal countertop support angle 2. Contractor to STRICTLY enforce ALL OSHA Requirements- Flange with - Install 6" from each end and q expansion bolts into a�ee ang�endeteilf counter. 3. ALL Lumber to be used as Beam, rafters, etc... to have Slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 6„ 1/2' drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cunt. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 4 2y2" 1. ALL wood in contact with concrete shall be pressure treated. 2y2" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 10 0 9. ALL plumbing fixtures to be low flow. ,z" 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for 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 14. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gayy sum board material shall conform to ASTM C34, C19, C4-15, C514, C630, C931 C40, C1002, C104-1,C11-1i, C11-18, C1218, C1395, or C139L and shall be installed according to the following: (FBC R'102.3.5) Drywall Threkness Location Orientation Framing Member Spacing Maximum Max. spacing s p g of fasteners Narl acing options for installation of drywall into wood framing members 2" x min. thickness Nails screws Carling Perpendicular 24" 't' 12" 13ga 1 3/8' long with 19/64" head 0.098' diameter x 1 1/4' long � annular -ringed or 5d coder nail 0.080" dia. Rx 1 5/8" long with 15/64' head Walls Either Direction 16' e• 16' OR Gypsum board nail 0.086' dia- x 1 5/8' with 9/32' head. Ceiling Perpendicular 24" 1" 12" 139a 1 5/8' long with 19/64" head e 0.098" diameter x 1 3/8' iong annular -ringed or 6d coder nail R 0.092" dia. x1 1/8' long with 1/4' head Walls Either Direction itV 8 16' OR G psum board nail 0.0915' dia. x 1/8" with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM AIO8.l thru A108.4, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with A5TM Counter top -verify type iuith contractor 12" x 12" Concrete column 12" block filled with concrete and (2) #'T bars vert. tied into lintels above Base cabinet 2" x 8" wood studs at 16" o.c. 2" x 8' PT wood plate KITCHEN ISLAND FRAMING DETAIL dO mor me p '� MASTER .00' 2' *40 " "�l 1. " BATH '` 2' KITCHEN „OH..,, I '`' �,, •►' I I LAV-i 2' AAV l • I' .r�i 1 LAY-1 2, LAUNDRY l I ®I I ° I " 1Av, 2 2" 2' 2" i r�v-r I i J' �" • s 3" 2' BATH #2' 3" `�°' 3' SANITARY RISER Window Schedule Mark Size Rough O en. Window Descri tion PRESSURE ZONE 54%,x 54Y9" Single Hung ZONE 4 2. 6'-2 %a" x 5'-3 %-" 15" x 63 %f" Single Hung ZONE 4 2,-2' x 3'-2 yz„ 21 Y2" x 38 $i-' Single Hwq ZONE 4 x b°-3"° 38" x 63'/1" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction C1288, C1325, OR Cll18 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. oor Schedule 21. Insulation including facings such as retarders or vapor permeable members installed Mark Size Rough Opening Door Description PRESSURE ZONE: 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 rn smoke s A 0-0" X -to-On 108' x 04" overhead Gang. Door ZONE 4 developed index not to exceed 450 when tested in accordance wit# �STM F_ 84. 15 3'-00 X 61-e' 41"�4" x W," P!Lwr lass Panel - lnm ZONE 4 Insulation shall comply with F.B.C. R316. C 61_01 X 6,_11114 14• x el ire° gum Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-St-Fold Finished 24' x Of %2" - E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel Is 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - 13i-Fold G '-8" x V-8' x 1 �4" Solid Core Wood, Steel, or Mawnrte Door H 2'-8' X V-8' Solid Core - Wood - 6-Panel d X-C' X 61-8" Solid Core - Wood - 6-Panel - Be -Fold Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 wo ga. re crimp metal roofing attached to plywood deck using over x 1.5" ALL Exterior doors to withstand pressures stated in permit info woad screws with self sealing washer at 12" o.c. max s�acrng over ASTM D p p (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end box on sheet #I laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6' o.c. at all laps and two stagggered rows 12" o.c. in field. Attach GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL dpeck to trusses using attachment detal on this sheet WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor wrth manufacturers specs prior to construction Simpson HETA 20 or equal hurricane anchor at each truss I' x 6" P.T. Buck nailed to Masonry Beam with (10) 10d x 1 1/2' nails 12 PRF--ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 �' at 24"o.c. TYPICAL block with case hardened nails Ie101bs. uplift prior to door attachmen (shod drawings by manufacturer) Install SGD thru buck into c:. block with 3/14" tap -coin with penetration at 6' o.c. max. Aluminum Drip �� R-30 blown fiberglass from each corner and 20." o.c. max Edge i Fascia in bottom chord of trusses at head per rod truss ;, thereafter p product approval 2" I/2' drywall with smooth finish x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 45 bar coat. in each row. Substitute Kaycan full o vent vinul soffit installed 1/8' precast lintel filled with concrete and (1) #5 ua dia shank x 1.5' lam gals. bar cant. for bottom rou over openings roofing nails with 3/8' dia. head per product approval - ace chart sheet u1 1/2" dr wall over I" x furringg strrp8 al 14" o.c. with R4.1 fr-foil insulation on topical 8" Block walls 5/8' thick light textured - All drywall tote installed per FBC R102.3J stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction 001 Mortar to be Type "M' only proportioned per FBC R601.1 and Mortar Junta shall comply wrt FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar Vert. W/ 30" overlap . Fill cell with concrete and at each filled call (I) #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwPse noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermash OR 6"x0 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade =i 1 14" x 14" Conc*ete footing (2) with #5 bars cant. and #5 TYFICAL SECTICN transverse bars at 48" o.c. Scale : 1/2" = 1'-0" nts vpt. r,� I Iv/ 5LA Filled cell under girder above O i 0 PORCH O WiRE LATH t STUCCO i CEILING Attach buck to block wall with 1/4' dia_ Elco cone screws with min. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru Extenor face 2' x V PT Buck of owl ones 90 Wood acrees thru jamb into buck Detail eeach Isnge and 15' o.c. am and at Door p tot door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK O INSTALLATION i Install wmdosw thru buck mto block with 3/10 tap -con with 1 1/2" penetration at d" o.c. sax. from each corner and 20." oc. max therearter at ambs and 20' oc- . max. Exterior face at head and mu per product approval of wall Buck to be I" x 4' PT Q r P.T_ Buck nailed to dock Detail with case hardened nails at Windows prior to window attachment NTS 3 ,�„ `` __ / -- ::�7 Verrfy attachment hole location with GC prior to fabrication 3/8" thick 6„ steel bracket /-P COUNTER TOP BRACKET DETAIL o U Use 3/16" tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I' x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall Bottom Tr ni; Typical Flooring Sill Install SGD thru buck into C Detail with 3/16" tap -con with J I d I n g D o o r Detail 1 1/2" penetration at 6" o.c. max. from each corner and 20.' o.c. max At Masonry Wall NTSthereafter at Jambs per product approval Jamb a - I 1,-7 _ 2 E.GR1-8S 13'-II" o MASTER N _ ® o BEDROOM °O 8'--0" A.F.F. F=1at Gelling LL o I I I OI Vanity to be 34 %2 " high 81-0" to q'- A.F_F_ OIL V aulte Ceiling -i _ Rod t Shelf LO LFr GREA� ROOM I 0,SE I' _ i„ Q1C Qus I L r a N I LJRoil t Shelf �� in I - LAUNDRY Ix o q,_ in o 8'-O" 0 �;.J Vau ted Gelling DiNING I II = I( „ to baVa�y 3$y- ��OOM 2high 3/8" thick steel counter tops to iLn cou ter top supports O„ overhang wall I.sn 4- I I 5'-3„ 4" 5 counter tor s to eq• eq overhang Wall 1.5" 6, in � °TIE I t() to O Pub DW 1 a +41" high wall I I SECOND I KITCHEN I � BEDROOM o i - 8'-0" to q'- A.F.F 8=0" A.F.F. © Vaulted toiling pper cabinets to I Flat Ceiling FF I extend ove Ref. I i I i- CR WAVE I NON VENT REF ° O n 3r CLEAR - H.B. L - - _ OPENING -A Batt- inwiation A/C W.H. Provide auto l$1"� steel Ballard closer I • I �"'•i i R D toe detail on this sheet ® ;;� --� BEDROOM Q/ w i/ At28iG �er�iwsim 1 I - � 6 I 4 - - - - J _ _ A.F.F. - 8'-0" A_F.F. � Flat Ceiling Flat Ceiling ARAGE J ® lock wall in i g rage to be a MT ° struck block 0 2' - 8" ° 13'-O" R-n Batts rnda stion Provide auto 150 Amp a EMERGENCY - closer Panel r - - - -------------i EGRESS --- --- -------------, ° I I i I IGOL.F CART I I ; GARAGE ° o o 177 TM. IF a° ° a o ° w W iZ r w I- t�J i M v- I i in 20_8„ 9 1-01, 2'_8„ 6'-41, q,_011 2`-8" 1=if'' )° 2'-8" �, COD �.�K0`IC -- r Square Footage Breakdown PIOCC Total A/C Space 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. f t. Total Cubic Ft = 1-4,02,4 under Roof Total = 2,484 sq. ft. Braden Ito Braden AIA, PA Winne Building Corp. Date Drawn RevisR?ns : Sheet Comm # Architects - Planners REAR 3-28 le 5-23-•18 Garage floor slope and 41l S.E. Coconut Avenue Tel : (112) 28�1-8258 THE WINDSOR PORCH Drawn beq: smoke detector revision l�-65SS Fax : (112) 287-8283 E-mail: bradenaial5comcast.net C.C.u_ Checked by: ` Impact S nnlah Lakes Lucie Stuart,• L 34996 #AAC000032 S . County Florida D.R.B OF 5 ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM CONDITIONS REPORT TO ARCHITECT AND OBTAIN PROPER ♦ DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS ALL er AND ♦•• PSI BE 3000 FBI OR 4.000 FBI GROUT MIX AT 28 DAYS 3. POISON Ss D COVER fHOURS.• SOIL POISONING Ta BE ACCOMPLISHED OUTSIDE OF FOUNDATION. GROUND•• •_ TO BE A MINIMUM - WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM '95% DENSITY). LAP POLYETHYLENE - MIX MAY BE s, FOR WELDED WIRE MESH. CONTAINING5- LOT TO 15E CLEARED OF ALL SMALL PLANT GROWTH AND DE15RIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL LOOSE LAYERS OF • - OF i, PROCTOR 6. GENERAL CONTRACTOR TO VERIFY CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF .' GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8- SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A i%, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 301 STEEL. IL 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. 1:2. MINIMUM CONCRETE PROTECTION FOR REINFORCING 15ARS: .. • • 13. - ALL REINFORCING OF . 14USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 FBI OF •2 SOUTHERN PINE, UNLESS NOTED CONTACTCONCRETE- MASONRY PRESSURE TREATED. FASTENERS TO HAVE MIN. G186 RATING. F [w N A T I C N FL,4N 1. An cyan es to lens must be submitted to the architect SCALE: 1/'4" = I'®0" for approval before proceedin with corstruction. 2. Contractor s. . - ,• • for • • of all notation and dimensions before starting construction. 3. Soil conditionsassumed to be 2500 psf. • a • other r be encountered,thearchitect shall be • - a in writing for er -4. Verifg all - - el-5, tile., etc.... 5. Contractor to provide fill- a cell with concreteand 1 #5bar vert. at it O.C. max. Provide (1) filled cell on each side of openings u ,to 5"-11" wide. Provide (2) filled cells on each side of openings from to 9'-11" an rOV! e i e Cells On eac Si e 01 Openings T rom 10 — and up Contractor to see plans for any othef- condition used. Foundation walls shall have filled cells at " o.c. unless �>therwise noted (see section) L Contractor to provide for Form Board Survey — Fora Board Surveg to be provided t0 Truss Company prior to truss constructi . 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 ISO, meeting AST, A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at f ooting s and 1-1/2" m, concrete protection at beams for ALL rernf orcil�g bars. 50" overlap at each filled call pl 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade 14, 1 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. PW TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/1 WWM` on 10 mil Visqueen over clean compacted termite treated fill ! __,#5 bar cant. ' s a .� Y ' ®" I (2) #5 bars cost, bottom steel 12" 9i A I I A T ! it 0- A r % A ,r 1­ e% -t- P— C'9 f"Y /Y I I I w I block filled wth concrete and (2) 31 bars Vert. tied 7 into lintals above Verifg house :• height_ r .. of rooter14" below finished I o ----- IONed n ■■ Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADD B FOOTING 4" concrete slab with fibermesh OR t"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill r� PORCH EDGE DETAIL SCALE 1/2" = 11-0" #6 bar wart. iu/ 30" overlap at each filled cell r'"' TYPICAL ----_ECTIONS Adjust curb hel fit based on gar. floor4" concrete slab with fibermesh OR slope. #10/10 WWM on 10 mil Visqueen over #5 bar in curb eeclean compacted termite treated fill O' -041 Grader if I x 14"d concrete monolithic footing with (2) #5 bars Cont. 14n ~i GARAGE CURB DETAIL r - - column footing bars each • FOOTINGCOLUMN DETAIL1 _1 SCALE 1/2" = 1'-0" 4" concrete slab unth fibermesh OR 4"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / #5 bar cost. .. •,ter � I 101= (2) ##5 bars cont. bottom steel 1`1% — T A l l A t n" f A P�% A f a— ri ri h 1 1 1` I SCALE 1/2" = 1'-0" treatmentTermite Protection for New Soil e d for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfiflingand compactioncomplete. If soil area is disturbed after initial chemical soil treatment area E be r chemical soil treatment spacesincluding boxed or framed. containingTreatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipin% penetrating concrete slab on grade floors shall not e of cellulose? materiali and shall receiveapplication spacetermicide in annular ..- 2" x 4" PT wood secured with 3/8"dia, x 4" anchor bolt at 18" ox, overhead door track secured to wood jamb per manufacturer's product approval tiara a Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T�c> IN PERMiT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER R MAKE AND MODEL. Filled Cell Masonrig Column With One 45 From Footing To Beam Each. Filled Cell Masonr° Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footino To Tie Beam Double Filled Cell COIUMr NTS Conc. Fill . Be 3000 FBI See Floor Plar., For Location EO C'06.� 4t.'; Filled Cell Column NTS 12" x 12" concrete column block filled with concrete and (2) #1 bars vent. tied — into lintels above •¢ 36'-®" - ------------ 1®1_O,1 in 4 T• L_ Filled cell under I F1 girder above -o i Fl d i i ® Rear Porch Slab to L IC FI p I NJ be poured separately r-- 1 i IIL from House Slab.iL I = �a �--- Thicken footing to I C 24"w x 14"d x 24"L ° under filled cell a a .3 FIEI under girder bearing. ®— — a J I FI _ Rear IPatro/Slab to be flust with bottom of ® slidin door recess. I C ® 1 Slope I" I II I iLaI I I o I fI 411 oncrete slab with fibermes OR 0 6 x6''� 10/1W on 6 mil Visq en over �Uv I Ilea compacted termite treat fill C ate,'° I =0 o li_ 1 _ h- p I i WASER I 1 H�- la I I i I I I i w I i l a I I I n I I I o I I OW M I h- a 1 I � I i I 1 h- i o 0 I I 4" crete slab with fibermesh OR 8"xL" /lo WWM or, 6 mil Visqueen over I cleal compacted termite treated fill 1 I riicRow:ave Mori-vsxrt mer. C Sr �i Alk IH.B. I Q r _ 0 Q 1 4�_3. Moto 2f_8 fP 1 T-01/ 1 2'-- 8 " '_8" 1 4P_411 Braden 4 Braden Alok PA Anne Building Corp. 411 S.E. Coconut Avenue WINDSOR Tel (112) 281-8258 THE Fax (112) . . � • -Lakes E—mail: brad 5t. Lucie Countv Florida 1 ' i,cn I o _A_ 1l�'-®„ 1 o r-_ Ss 23-19 1 L_- =l .5' Recess for OC I !Yarage[Door 1_804 I 91-o P! 21_8 PP Date Drawo • �-28-18 5-23-18 Garage floor slope and 'k _ detector _ Drawn b§- + O tirr LEFT Check_ • O U"e a C ao eau �i:d) .B. `o r I iMVIEWED FOR CODE BOCC • Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam_ Tie R F F filled cell stae into continuous beam block steal. Provide #5 bar set in re -cast 0 (3 L ,,o4 Scale : 1/2"- 1'--O, lintel into beam where length of the_ opening calls for it. ,t d t 1� i1 Provide Cast -Crete elJB-OBlOT precast - - - lintel set in mortar-,", Min. 8" Bearing - - - -r- ver wings a un es� o er'wise no a can 10 s ee Roof pitch at 4;1'2 unless otherwise noted on this sheet Truss shop drawings to be prodded by manufacturer ,any changes to this plar shall be submitted to the 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 la out and uplift verification Poured Pilled Ceu _ Contractor to provide for Form Board Survey and to provide Form Board Survey t Truss Coman{g prior to truss construction a Provide #5 bars with min. 48 bar l Jl iameters overlap in filled cell. Tie felled call steel into continuous footer steel. .4{ . _ y Concrete Footrng J �=�•� --= ��- (sea rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = l'-o" Nail a' x 4' blocluirm to VoI log or tries Nth lod x 1.6 naiuii at 4' &a. �r Install Blapson MGT into and wi 11. 12"x; 12" \`\ mto ALb=r ( ) IGd ninto trm Column Block TRUSS BLOCKING DETAIL AT GIRDER STRAPPING �ctt1T1(-® Alt AT E I =K BEARINL4 rUIN I 1 NTS 1/8' thick light I;oxturad stucco installed per ASTM C 926 over A15TM D type 2 paper backed wire lath nailed to subsi:rate through one layer of Am EASTM �? T e 2 felt paper using Sid mails. Substrate--.. r-I H E D U L E to be 19/ 3 COX Plgwood nailed at 4" o.c, in field and edges with 10d ring shank nails into studs. Mark Size and Description Gulf Coast supply and MFG 5v Crimp Metal roofin FL #11L61.12 Two rows of beam block filled with concrete and i US bar i 26 o& v crimp metal iroofing attached to plgwood �eck using #9 x 1.5" l c tin in each row. H vert. bar overt bar with wool screws with self sealing washer at 12 o.c. max skating over ASTM D 5 °band bar with a I®" min. la at t bar. ll `type 2) SO lb felt underlagment installed with min. 4 side laps and L" end I3 '� I [seeps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses usinlg la�ttachment ddteI o iethis sheeet o.c" in field. Attach Reber -48 Bar Dia. Min. Overlap #ASddbnranal recast Lintel ,� rr er rr Lintel Bar Clear B 6. ol CLEAR Length Length Span Bars Bars i � ~ :'Yet = i � • 5 •°+T. � b • ir+' � i 2 -10 2'- 8 I -6rf2.1T3 nan,Y jilf ><____All SPB-OBIT 81■18-115AT 8}r8-I3/2T ddrtronal 4'-0'° 3'-10" 2'-8" 2,#?: none #5 bars CLFA .". ' ' ,41_411 4'-4�� 31_2" 2.#3 none •- e • ne Rost of "H" +�.^� Blook Above "r`.';:. �'_�" 51 none 5 -8 -(e 2.uI none Precast Lintel v ;;�;:::• _� :tom' 6'-L" Additional 6'-�" 5'-`�" 2.#4 none i g s iR.... s► #5 bars t� 1,_Or, L,_211 2.U5 Wane IA-15 BFI2T -1'-10" -11-0" Z, 5 none NOTES- I. min. coverage of steeA.5" 2. min. bearing required m ea. end= " ALL reinforcing steel is grade kO. Via, standard for reinf. 5tee1=A5TM A415 1 TYPICAL LINTEL SECTION $ PIZE�AST �QNCRETE � LINTEL SCHEDULE .,. - i MEMO rr r: ' IM = _ r SD m E=f j _Om rZME = -- Dm * • ALL LINTELS SHALL BE MADE BY CAST-CRETE. LINTELS SHALL BE r SOLID WITH 3000 PSI CONCRE7= - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. r •- • AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. ►- _, Simpson HETA 20 or equal hurricane anchor at each truss arth (10) IOd x 11/2" nails ( 24" o.c.) suppporting Max. 1810I06. upirft Aluminum Drip Edge I Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d rla at each web Brace Gable end With 2" X 4" SYP 42 8ft back nailed to bottom of top chords using (2) lOd nails at each truss PRI=-E:NCsIIV E O W®W60 i r.UQVV--,a a 24"o.c. T'Y'PiCAL { shop drawings bg manufacturer ) Aluminum Drip----�"" . ` \R-30 blown fiberglass bottom trusses Edge t Fascia 1/2" the stucco on 3/8" h-nb lath in chord of 12" attached to horizontal and vertical mood framrrgl with nails or staples to provide no less than 1-3/4" penetration into i!2" drywall with smooth finish 2° x L" sub-FasCl :- horizontal wood framing end 3/4 penetration Two rows of beam block filled with concrete into vertical wood fraairnq members and (1) #5 'gar coat. in each r Substitute K;ajcan full o vent vinel soffit installed I/8" ' recast lintel filled with concrete and (1) #5 ar coat. for bottom row over openings Wrrfi eta shank x I. IOnQ QaIV. roofing nails urth 3/8" dra. head per product approval - we chart sheet $1 S/8" thick light textured i' 1/2" dr wall over 1" x furring strips at 14" o.c. with R'4.1 ri-foil 12" x 12" concrete column .:' : stucco on t ical concrete yp black construction ic►--�a " rnsu atrarl on typlcal 8 Block walls block filled with concrete Varies -see plan I 1 All drywall to tie installed per FBC Rio2.3.1 and (2) #1 bars vert. tied r and shall meet all pertaining ASTM codes. #5 bar vert. w/ into lintel& above Mortar to be Type "" onl proportioned er FBC RLDi.I PM and Mortar Joints shall comp y with 1= C r 1.2.1. thicken edge to 8"x8" 30' overlap Provide Our-o-Rock at all wet areas (ex, showers, tubs etc...) with concrete and at each filled call one #5 bar continuou& BEYOND [ Fr11 cell wrtl concrete and _ •� Rear Patio/Slab to i, (I) US bar vent. (t gpical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48 unless otherwise noted see foundation plan notes for Top of f voter 14" below finished floor i. Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR • 6"x6" #10/10 WWM on 6 mrl Visqueen over fill SI a per foundation plan op p clean compacted termite treated l ® RMNH downepwt Typical (Section at Front Forch Provide sceia : vz. = v-o. Strop truss to wall using Simpson MGT with �ac� impson i-i�T�t 20 5/8" dra. into threaded rod with min 12" beam either wet set or in embedment epoxg with hurricane anchor at each truss (22) 10d nails into truss. Add leg detail blocking to this 2,I" rp,,C.) supporting Max. (ET�2O truss per on sFieet 1810 lbs. uplift r _ WNW, 0 FAA JIN A I r BI BI L22 Ip8N7 1 �. rBI HrA- . • • . r ' ■ 6. 1, _. y _ Y' - r . • f - ..t a i. � Y ._ t . with 1.25" shank nails +and two a gared rows, + eld. Attach I • Nth NK �r t • 44 •rr -• J =' ,_ Y _ NMI I IN 40 i ETA / �T Pr die for gutter // Simpson I-1 E T A ""20 Provide downspout. hurricane anchor at each truss f 24'f o.c.) su rportrn Max. 1810 1 is. a lift p in to :s ♦ rl ` 4- 1-2-19 PANEL mm ® SIR Poles MR �mgel• • �m� I 15OV4 . Small .. ,. h Washer P99r. •. © « •♦ •'♦• e O •# •-• •• . I . Ai i • Mail First 10000 Watts 0100% Remainder 25.615 • O • Heat or A/C 10.000 1*45% CalculatedElectric Ey DividedVoltage Calculated Wattage .; Voltage Panel Size Required 160 Amps. Electrical "1 0". ;.mjzx�mi MEAMME I 1�o -bit K2 W-11.111 loaf, pKAI t� -JUNCTION BOXTO SUPPORT THERMOSTAT LOCATION 1 • BALANCED AIR MECHANiCAL LAYOUT SCALE: 1/4" = 1'-011 PiELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RiSER BELOW A/C disc_ A/C disc. 1 #2/0 AL SER Cable -- (3) #I THHN Copper With #I Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit 40 conduct ISOsleeve AMP AO MA into attic CS EL. AHU I PANEL AHU 200a rated 200a rated --„ �'�®�' meter can meter can M� EiZ Intersystem bonding Termnatrar pant ME ER Intersystem bardmg �Termrrratran point 1 0 PVC i FPL 2„ PVC i FPL �, schedule 80 schedule 80 2" rr rd serdree FPL 2" ragrd servers FF'L GEC Bar7s, cpe�awvarrzied GEC(� a vanaed to ground rods ground rods ELECTRICAL RISER ALTERNATE- SERVICE ELECT. RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL--CU Landing lugs. NTS Contractor shall torque lugs I-A.W- manufacturers recommendations which - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction l errfg AiC/KIC Rating prior to ordering equipment " - Verify AIC/KIC Rating prior to ordering equipment 1. Use co per wire onl from panel to devices Z Provi a and wire all required smoke O Carbon Monoxide detectors_ 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCi protected. 5. ALL exterior outlets to be WP/GFCI protected L. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comp) w/ FBC RMIL02 9. A/C Refri rat lines that are run hru slabs must be sleeved in ' 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed system shall be fuII4 operative_ 12, Contractor shall pay for all 7ves. permits, testing, and inspections including blower testingwhere required. 13_ AI[ work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the LUJASJHER DRYER i I LAUNDRY I ` 141 CPM I iO)dOX i I . i I - I I I I 124 CPM I 1r0x1®xL K i i{ c 14" I A/C � 1 4"0 Steel Ballard See detail on this sheet r 22' x S4�r 1 l ,4t I r----------------- , I I I I I r I I I r I I I I i r I r I I I r i I 15. Contractor shah guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not: less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the Job conditions. year from closing sale of house. Correction. of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected bg others. other phase of installation that may have been damaged. 14. it is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the of construction. The contractor shall furnish and install all items for a complete electrical system and provide all largest conduit or pipe from any other service. for the equipment to be placed in proper 23. All exposed wire below 9'-1" shall he installed in metal EMT 1'P. uirekingtordeeressary All word shall be done in accordance with the N.E.C. and conduit. shall comt-19 with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility Ft3C RM1502 and tel&= .hone company. 18. The elec trical system shall be completely and effectivei grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. i 0 * r6mLZEIA III Cra" r SECOND BEDROOM THIRD BEDROOM 100 CFM Braden Architects - Planners 411 S.E. Coconut Avenue Fax •♦♦ #44C000032 Vent thru -Soffit Install oulet under disc. not shown for claritcg WP GFCi t -01 PORCH WR GFci 1 -" i t 'O GREA ROOM Ott I I iCC L(10aET 11 7 I _o B \ wAs+erz aRYEr2 i LAUNDR DINING , I � i I ROOM �� I II rt \4.4 r-t i N a-% %,_4 I- GFC / FCi / \ / g \ 1 150 Amp GFCI s'r \ �ri GFCI Panel r-------- ®_ -___, P' ram'-=.^� '- a l tiara -- Garage j �® .�I _ g r i Door r 11150. p Door r I Opener i 1 l Opener I (11) L F CART Wire For ARAGEI Front Post ; G Light i I to garage *ghts GFCI I I I \ I Ujunne Buildira Corp,. T H E W I N D 3"0 R Uanish Florida WF GFCI REVIEWED FOR CODE COMPLIANCA EL—0000TRI CAL F L��N_Post Light with SCALE: Attar V�rntenCalculations Total Attic Space = 2101 sqq�. ft- Veiiting Ratio 1/150 - 18A sq. ft. required Pvide A Continuous Vented Soffit ro Date Drawn Revisions ... 8 Garage Moor slopeand Checked Drawn b�_ smoke detector revision ■ s•