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HomeMy WebLinkAboutREVISION, plans, 050812" .H. Lod 00M0010"Cloon, Finish Columns with 5/8" thick cut coral finished stucco bands Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 a. 5v crimp metal roofing attached to plywood deck using #9 x Ls" screws with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 lb felt underlayment installed with min. side laps and 6" end rastened with corrosion resistant tin caps and with 25" ring shank nails !d L" o.c. at all laps and two staggered rows 12" o. In field. Attach to trusses using attachment detail on this sheet IL 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut RIGHTELEVATIONcoral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651,12 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 underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and 1,25" ring shank nails s aced 6" o.c. at all laps and two staggered rows 12" o. n field. Attach dpeck to trusses using attachment detail on this sheet 12 4 1 SLOPE -I I.V.D. /II II II II II II II II II II 12 SLOPE 4 8'-1" T.O.B. 12" H. / 0'-0" = Finished Floor ELEVATION NCT�=S: GulfgCoast Supply and MFG 5v Crimp Metal roofingg ii L 4 II4 6LI2 wood asc5ewscwitph selfalsealinggwasher etl2 olcWomaxds3acingnover9ASTM D (type 2) 30 Ib felt underlayment Installed with dada. 4 side laps and 6" enc laps fastened with corrosion resistant tin caps and with 5" ring shank mall spaced 6" o.c. at all lapa and two staggered rows 12" o.c, field. Attac deck to trusses using attachment detail on this sheet 12 SLof_�, 2" ,.H. R Finish Columns with / 5/8" thick cut coral finished stucco bands RF-14R - Overhangs at 1'-0" unless otherwise noted on Roof Flan - Roof pitch at +12 unless otherwise noted - ,Ang changes to this plan shall be submitted to the architect for approval in w"iting prior to Starting construction. - Return ALL Stucco Bands Into UJindoLJ or Door. 12" o. 5/8" thick x 8"w cut 3 coral finished stucco bands 3 \ 5/8" thick light textured stucco on typical concrete block construction " = Finished Floor I_ _ - - _ _ _ - - _ _ LEFT ELEVATiON Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening TypeNUMBER NOA/FL Product Model # Manufacturer Glass Attachment method Expiration Date Design Pressure of Approved Tests 1"2,3 FLU 11499.2 Single Hung SBPIBS 185 MI Windows and doors L x gpcona W mi ppn�}Letet max ion each corner end L O.C. tharea�'ter thrail, ough PT Buck into solid filled CMU well mainmin 2.5" edge distance in strict adherence to the product approval. + 60 sr p A I6-0330.02 Overhead Garage Door g Model 824/811 q'-4" max width 1L'-0" max height g DAB • to cersreta ac sit i e ce mt as br vart. w p 3/9 x L' Hilc HLC bk eve enebre a e' ae I3S• do. asM. wen 1' wipe durance. Install track to busk aD 5/4' a 5/a rue tMeed lea acne m seeh b ackst maimaminp rovda l/IL ��" mhar an rdLe a "sr afield adhere to product apprwel 10-9-21 + 50,0/-LO.O psf B FLU 11114.1 Fiberglass Design Pro/ Smooth Pro Jeld=Wen Elco 1/1" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. mac thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 SlidingGlass Door Series 420 MI Windows and doors p x one qq min genet etr"t at Max. ion each corner endo.c. e11 double row tRareefter throng PT Buck into slid filled CMU call maintaining min 2.5' edge "stance instrict edherenca to the product a approval. + 49.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex Spiration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof Roof FLU 11651.12 Crim Rop orin g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roiling attached to plywood deck using 99 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underiayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin cape 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 roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. install soffit to battens using 0.12" dia. x 1.5" lona rinashank nails with 8" die ad. +55.0/-35.0 PSF Hurricane Panels FI# 15011.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 s rawbotheom andcombo.withNeotheprenewasher at 12 1/2' o.c. ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) i SCALE: 1/4" = 1'-O" 2" z 5/8" thick x 8"w cut -� coral finished stucco bands -0'-4" A.F.F. 2" x 4" top plated II I/2" drywall ceiling on truss, bottom cord I/2" drywall on x 4" studs at IL" o.c, base -board ---� 11 11 i 2" x 4" P.T. bottom plate 12 4 1 SLOPE \ 5/8" thick light textured stucco on typical concrete block construction ELEVATiON SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 underlayment installed with inn. 4' side laps and L" end laps fastened with corrosion resistant tin cap* and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attacl deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typlcal concrete block construction FRONT ELEVATION 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Fartition nts Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners Telel S.E. Coconut Avenue (772) 281-8258 Carlton 299 Fax E-mail: : (112) 28'1-8283 bradenaiagcomcast, met Spanish Lakes Stuart, FL 3,g994 #AACOO0032 Sp, Lucie Count Florida File Col CONCEALED FASTENERS RATTACHMER ARE THE RESPONSII ILPY OF THE CONTRACTOR 0 RECORD ALL USFIOfNMti UFACTORSAND SH COMPUAWE WrM FSC ENERGY DE MUST REMAIN ON ALL DOOR AND WINDOWS TERMITE i rIG➢c r s.nnu+ nnr r.�� . a ARE SUBJECT TO ANY REQUIRED BY FIELD IN' MAY BC NECFSSARI COMPLYWITH �,LI AcPP REQUIRE ST. Incur roTNTY RiM MITISION RFVfF8Nc0FO %A", d in DATEtl fit PT' f�ti JL� a iI.A.NS A:VD PETt 1IT'. UST l 0_. 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" COX Plyw d nailed at 6" o.c. infield and edges with tOW7 ring shank galvanized nails into truss webbing, all SCALE: I/'4" = 1'-0" 12" H. 5/8" thick x 8"w cut coral finished stucco I Finish Columns with 5/8" thick cut coral finished stucco bands ALL CON7RACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Cade Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is:Enclosed Risk Category: II Wind Velocity: 115 mph ultimate Mean Roof Height II'-p" Roof Pitch: 4:12 Internal Pressure coefficient: ±0.18 SubJectabilag to damage from: Weathering: Negligible Termites: Vertl Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Clai alfication: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.LIDL Components E Clalding Wind Pressure (NET) Roof Zone: L +20.L/-32.1 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone. 3. +20.4/-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 Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3paf Shear Walls Consiorred For Structure? Yes Continuous Load Path Provide0ye - Are Components an Cladding Dirt a Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psl This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 Oaf FLOOR LIVE LOAD:._ par FLOOR DEAD LOAD: 10 of JOB ADDRESS: Date Drawn Revisions 12-8-16 4-4-11 Plan Reveiw GARAGE Drawn by: LEFT c.c.u. Checked by: D.R.13. Sheet i OF 5 HIj• ROOr 2r�2 Try 4:12 PITC = Roof Zone I Walla Zone 4 Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Comm # I�-300 11 "FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.s. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prlor to steel Crash past. Floor Flange with 4 - 3/e" proceeding With Work. expansion bolts into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Slab (3/8"t 50 kSi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have b„ a minimum 1,400 P.S.I. fiber stress. 2'/," 2,,' 4. No dissimilar metals to touch. ��° /,' 5. ALL Concrete used for slabs shall be min. 2.500 PSI concrete. b ALL Concrete used for vertical filled cells, tort. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix r3/e° 2'r,' 6. Drywall at cellings shall be leveled and attached to bottom chord 4., 2 of trusses with screws per FBC R702.3.5• o 0 ure treated. 7. ALL wood in contact with concrete shall be pressy1, 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. 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Masonry Beam 17. All exposed attic Insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block lprior with door case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R314 - see permit info box of code edition 18. G psum board material shall conform to ,ASTM C34, C19, C475, C514, C630, C931 C 60, C1002, C1047.C1177, C1178, C1278, C1395, or C1396 and shall be Installed .I ". + +ho fnllnullnrl• (1=i3C R702.3.5) _ Drywall Location Orientation Framing Member Max. spacing of fasteners Nall stung options For of dr into Thickness spacing Installation call woad Framing members Nails Screws Maximum 2n min. thickness Ceiling Perpendicular 24" �" 12" 13ga long l 3/8'OlRwith 19/64" head O.cI diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.060" dia. x 15/8" long with Walls Either I6" gll 16 15/64° headOR Direction G psum board nail 0,086" dia. x y/8 with 9/32' head. Ceiling Perpendicular 24" T' 12" 13ga I S/8'O long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or dd cooler nail e' O 0.092" dia. x 11/8" long with I6" Walls Either I6" 8" I/4" head Direction OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck Into p OIO block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. Max. from each corner and 20." o.c, max thereafter at head per product approval Use 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aprho 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6. A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat gyypsum backers in accordance with ASTM be1288 used a, C1325 bat �rR f or11IS the awall rd tile alindtub areasanuand cwallers panels reco an lso nm showelronareas shall 21. Insulation Including facings such as retarders or vapor permeable members installed Within floor -telling assemblies, roof -telling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31(. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651-12 26 ga. Sv crimp metal roofing attached to plywood deck using e9 x 1.5" 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 lap• and 6" end laps fastened with corrosion resistant tin caps and with 1.2S" ring shank malls 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 Simpson HETA 20 or equal with c(10) 10d ox at /2ac naTas 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supportmg Max. 4 �- at 24"o.c. TYPICAL I8101bs. uplift (shop drawings by manufacturer) Aluminum Drip Edge t Fascia \R-30 blown fiberglass in bottom chord of trusses /2" dr({wall with smooth finish 2" x 6" Sub -Fascia Kagcan full o vent vmgl soffit installed using I/e" din shank x 15" long gels. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 5/e" thick light textured stucco on t Ical concrete yp block construction Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant, for bottom row over openings 1/2" drywall over I" x furringg strips a't 16 o.c, with R4.1 fl-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC FLO1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) = I ao #5 bar vert, w/ 30" overlap at each filled cell IZI, Wood Base Fill cell with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes For spacing at openings 4" concrete slab with fibermesh OR 6"x6' #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill Grade - �- II_�I��-_I�I11II III 1-.. `_ IIIIIIII J�III�I,�II�- III III 1=1 I 11- -III - 114" % 14" Concrete footing 14" with i(2) #5 bars Cont. and #5 TY F f C �A L SECT ION transverse bars at 48" o.c. Scale : 1/2" = I'-O" Head fixed door sliding door E 1 v2„ AREA CALCULATIONS Living A/C = I"I sq. ft. Front Porch = 153 Sq. ft, Rear Porch = 1% Sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I I 21' VTR Master J;L Bath 1 I ILe : I 2" Lay. 4• 32" VTR JIL ' I I 2. 3. shay. I Kit. sink I Kitchen 2" I Lay. 1 3" w.c. Bath #2 sitar. 3" C.O. To (#epte PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall _..Bottom 'Track,,.....,, Typical Flooringrr- Sill Install SGD thru buck into block with 3/14" tap -con with S l i d I r g D oor Detail I from penetration at 6" ." max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS l.UIrdow Schedule Marki Size Roo h Open, Window Descrl tlOr PRESSURE ZONE I. 4'-5%"x 5'-3%a" 54/a"x 63i4' Single Hung ZONE 4 2, 6'-2%"x V-3 %a" 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21/2"x 38%d' Single Hung ZONE 4 4. 4'-5/e"x 4'-2%a" 54%"x SI 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Markl Size Rou h O enng Door Description PRESSURE ZONE A 9'-0" X T-O" loan x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41'/,"x 83%4" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %_or:I::t°a Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" 8 7-4" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet UI GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction N O ul MINIM Van, an Dryer thro Dr wall I c"v 2" fille T rA/I Meter O I" I EGRESS MASTER jill BEDROOM 8'-0" A.F.F. Flat Ceding y. y, at 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 8'-O" to 9'-8" A.F.F. IlIV Vaulted ailing G R E ,4I T ROOM I I Rod t'Shelf Vanity to ye I 34 Yu"hlg cn O 00 l 0 2" x 6" knee -wall 8'-O to 9'-8" A.F.F. r I (K below counter top IllVaulted Ceiling CLOSET DINING Rod t -J Shelf 8 7s ROOM© y.. ` Dui. iATH o `� I Vanity to be 34 y2"high o (4r') I' 9/4 �� 13'-0%" 1 . _. Wall KITC�E O t - - 1-1/2" 8'-0" A.F.F. war ang O " L.1 - Flat Ceding 10, Upper cmimets to D extend o/er Ref. 3'- no "nng - Rra4CJi1 � I R-II oat in 4"(1) 4"� Steel Ballard See detail on this shxt Provide auto 22" x54" , Il., closer I Attic 4=684 S L _ With Ight _ J y $ I W 7 p a - JI 22" 4" 6'- O P Amp nel s m 6 O -00 , © to GARAGE E RGEN Y DRESS O '-4" A.F.F. L-i MT r III Flat Ceiling N „ install windows thru buck into block with 3/16" tap -con with 11/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT 10'-2" BATH Rod it Shelf f-IIIIIIIIiEl'O" A.F.F. Flat Ceiling 13' -6" SECOND m\ BEDROOM 4- N I 'v- r----------------- I Block wall in I garage to be I �- struck block I = O EGRESS O ° 0 0 0(] O 3'-1" �1714 -6 I ° COVERED oRC 12" x 12" concrete column block filled with concrete and (2) #1 ars vert. tied into Iintels abovetin 12' O I I I ® I I I n °° �� T-O" 3'-5" 2'-8" 2'-8" 5'-2" 6'-4'' 15'-10" 5'-4" 31-4" II'-6" 36'-0" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall -� / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail a t LU I n d oW S prior to window attachment SILL BLOCK PRiOR TO BUCC INSTALLATION [Detail at Door NTS Braden t Braden ,AIA, P,4 Architects - Planners 411 S.E. Coconut Avenue Tel : (772) 281-8258 WL}nne Building Corp. Q p� Carlton 2 I I LEFT E Date Drawn : 12-3-I6 Drawn by: C.Z,-•U. Revisions 4-4-I1 Plan Revelw Fax : (772) 281-8283 E-mail: braderaias comcast. net Stuart. FL 34994 UAAC000032 Spanish Lakes St. Lucie County Florida Checked by: D..g. #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS Sheet Comm it 2, l�-300 OF 5 File Copy ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19p/32" CDX PI wood 4, tin peramit infocbox8 based these„plans foe zone roof stated K eaZone Area Edge Field Fastener -Pressure I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank '16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 30 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres ure for root star,ea in permit info box on these plans for zone 3 Verlfg with Plan Concrete 12"x 12" / Lintel Column Block #1 Rebar Reber 48 Bar Dia. Min. Overlap C olumn to L Intel A t t a c � m&nt NTS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel t\ Provide Cast -Crete BUS-OB/OT precast - - lintel set in mortar Min. 8" Bearing - --- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ;vide PT Buck ached per iamb ilia into filled c 4" Pre -cast Sill \ J=� Filled Cell Provide 45 bare with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" bloekipp to Vert. leg of truss with 10d x 1.5 nails at 4" o.c. r Install Simpson MGT into wall usingg cv 5/8" dia. threaded ro act min. 12" into wet beam and (222 IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath palled to substrate through one layer of ASTM D Tape 2 felt paper using ad nails. Substrate to be 19/32 CDX Plywood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 2G ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self seating washer at 12" o.c. max spacing over ASTM O (type 2) 30 Ib Felt underlayment installed with min. 4' aide laps and 6' end laps fastened with corrosion resistant tm cape and with 1.25" ring shank nails spaced 4 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear "A" "all" #5 bars t'•;:' CLF-AR Length Length Span Bars Bars 2'-8" none 2'-10" 2'-2' 2,43 none `----� ----' ----' era-OBAT era-IBAT BF8-IS/2T 4' -O" 3'-10" 2'-8 " 2,tt3 none Additional 4'-6" 4'-4" 3'-2" 2.#3 none #5 bars ••- �:`` CLEAR ...�. ne Row of "H"',: Block Above r'":. 5'-4" 5'-2" 4'-0" 2A3 none -6" 2,44 none r Precaat Lintel r a;`�,'�.;f.ry t :,a i L G,_4, 5,_4„ 2414 none t:�"''• i Additional i 1'-0" 6'-2" 2.#5 none i #5 bars `----� `----' BFIL-IB/IT BFIL-8/211" 8'-4" 7-10" T-0 2A5 none NOTES: I. min. coverage of steel=1.5" ALL reinforcing steel I5 g. rade 60. 2. min, bearing required a ea. end=8" 3. standard for renr, steel=A57M A4I5 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 S1ZQ Top Steel *Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) May- Lateral Load (PLF) L22 2'-2" 31-6' 8F8-OB/IT I #5 3069 1569 1024 L31 2'-L" 2'-8" 4'-0' are-OBAT I #5 2561 13L3 163 L45 4'-5" 5'-10" 8F8-OBAT I #5 1105 909 339 L50 5'-0" 4'-v 8Fe-OBAT I #5 1238 835 121 LLO L'-8' T-V are-OBAT I #5 loll 121 534 LBO 8'-0' 9'-4" 8F8-8/2T I #5 2 #5 152 591 512 L90 9'-0' 10'-4" 8F8-IB/2T I #5 2 #S 643 530 401 L90B 9'-0" IO-v BFIL-IS/27 ONE 1 #5 2 #5 m33 1183 401 LI00 10'-0' 11,-4' or8-IS/2'r 1 95 1 2 #5 582 494 452 LIOOB 10'-0' II'-4" 8F14-IB/2T ONE I #5 1 2 #5 1346 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T I #5 2 #5 411 42a 324 L120B 12'-0" 13'-4" 810I6-6/2T ONE I #5 2 #5 1015 TIO 324 L140 14'-0" 15'-4" BFIL-IB/2T ONE I #5 2 #5 1250 409 259 LIGO IL'-o" n'-4" BF8-I13/2'r 1 #5 2 #5 _ 300 192 194 LIGOB IG'-O" II'-4" BFIL-IB/2T ONE I #5 2 #5 950 Soo 1114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE TION REGARDING - REFER TO CAST-CRETE CATALOG FOR ALL INFORM SAFE LOAD RING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSEfP- Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101be. uplift Aluminum Drip _ Edge f Fascia 2" x 6" 5ub-F Kaycan full o vent vinyl soffit installed using 1/8' din shank x 15" long gaiv. rooting nails with 3/8' dia, head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bare Vert. tii into lintels above thicken edge to 8"x8" with concrete and 1 one 45 bar continuous BEYOND Top of footer IL" below Finished floor a 4 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web 1/2' thick stucco on 3/8' ha -rib lath attached to horizontal and vertical wood homing with nails ggr staples to provide ss no lethan 1-Mil" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. Step per foundation plan o- Slope per foundation plan w Co crate Anchor" Per Ma uracturers Specs Poured Concrete or concrete block well � ,/ ,I/q"Max. I � I — i "zeeAluminum Panel Soren per arel manufacturer I v See Topical Stud Detail ' v 1/8' x 3/32" wing Nut w/ i v appropriate washer and spacing i is per manufacturer's Details or" cm a .� I I I I I I i Stud Detail I Poured Concrete or i Stud III Die Cast Zinc eTa concrete block wall i Nickel Plated Wmg Nut I/1• Concrete An. Per q• Manufacturers Specs Flush Mounted Shutter nt5 Brace Gable end with 2" x 4" SYP 42 art back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) to to � X +Li to � s to m a3 L � � L 1 d d a L 2sin In d O E_C= °D O i n to 'q- ("I'll U (y s LU Ea Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom- oF top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses p I/2" drywall with smooth finish M Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel Filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 16" O.C. with R4.1 PI-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining A5TM codes. do Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar joints shall compiy with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to „ ( 24 o.c.) supporting Max. truss leg per detail on this sheet %HETA 20 1810 lbs. uplift Laiq VA FA Irv, MEN sale IN no FEV esio, ON For ZEN muLan 1`00IFTIFT-OLOGIT00 to Plit,1000 Quick woo9%cr`e;wsd"w'Mitpi self scaling washer at 12" o.c. max 1�,,:cng Laing I,-] over A (t6pe 2) 30 Ilp felt underla6ment installed with min. 4 side laps anj'Sl7erld laps fastened with corrosion resistant tin caps and with-1.25" ring shank naila Yenc�� to trusses using att chment det i on this sheet ff yl, •r , k ,, ; W VI ^ LU Q<41 UQ W I— E W u� W J3 N Z ;t- �N Z W v I < LU n (V UJ Q Fill cell with concrete and (U #5 bar (typicaU. ROOF F J.._ j4 N Vert. Wood Max. spacing shall not exceed unless otherwise noted e for see foundation plan notes see — OVERHANGS AT I'—C" UNLESS OTHERWISE NOTED ON THIS SHEET Base J at openings 4" concrete slab with Fill — ROOF PITCH AT 4:12 UNLESS 07eHERWISE =RCVIDED NOTED ON THIS SHEET Visgh en 6'x4" #10/10 WWM on G mill Vlsqueen over - TRUSS SHOP DRAWINGS TO BE BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN c�ALL BE SUBMITTED TO THE _ -1 I I I=1=1 I IIII1I hI I I1 11 IN IIII IIII— I I- 1111i IIII-IIIId A,=IIII IIIIi, IIIIiiii=iiii=iii iil� Ii1i- FI II IIII 11I� iiii_II—lei-i�l 1=3 T Ieal S�etlon at Front Forch tale • 1/2" = 1'-0" Braden It Braden AIAe PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (172) 287-8283 E-mail: bradenala8comcast.net Stuart. FL 34994 UAAC000032 ARCHITECT FOR APPROVAL IN I.,RITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wgnne Building Corp. Date Drawn : Revisions : Sheet Comm 4 12-8 =16 4-4-I1 Plan Reveiw Carlton 299 LEFT E Drawn by: c.c:u. "4 . I�-300 Spanish Lakes Checked bg: St. Lucie County Florida D.R'B. OF 5 PANEL "A" circ# 2 Description AHU Wire Load BR Poles #10 3.5 kw 30 2 Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 3 5 4 G 2 2 30 4.5 kw #10 40 gal. water HTR Ron a #6 12.0 kw 50 7 e I 20 1.8 kw #12 Pump 9 10 Dr er tt10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave i5 it. Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 11 I8 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 I I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts tt12 20 1 I 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 L92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 I 20 #12 General Lighting 31 32 Recepts 412 20 1 I 120 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 3(. Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3T 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3, .watts sq.. ft.) Small_ A.ppliange, Circult(s).... ..... Range ... Refrigerator ............................................... Microwave ............................................I Dish Washer ................................................................. Clothes Washer Clothes,Dryer................................................ Water Heater ................................................................. Water Pump ................................................... Garage Door. Opener ...... 11 ........... I ................. ...... ........... .............. .. .. , , . , , 1135 3 5,206 2 I,500 3,000 1 12,000 12,000 I 1,200 1,200 1 1,500 1,500 1 1,200 1,200 I 1,200 1,200 1 5,000 5,000 I 4,500 4,500 I 1,800 1,800 I 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10.000 10,000 Remainder 21415 040% I O 10,966 Electric Heat or A/C 10,000 965% 1 10,0 00 10,000 Calculated Load Watts 30,966 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol Legend Cj Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed L Fe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =E) Waterproof ground fault circuit Light with Pull Chain (attic) aFloor Duplex Outlet © Computer Connection Jack Flood Light Electrical Parcel Electrical Meter Fc-m-1 Carbon Monoxide Detector �2 Thermostat m © Central Vac EE1i �S Smoke Detector Ceiling Fan © Television Jack 0 Telephone Jack A s c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pag for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shah be provided for protection against the public liabilitg and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occuparcg. or one year from closing sale of house. Correction of defects shall be completed without 64ditional charge and shall include replacements or repair of any other phase of installation that mag have been damaged. Vent-thr�L --- Soffit MECH�4NIC,4L L/4YOUT SCALE: 1/� " = I'-O" li. It is not the intent Of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels Where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 H.B. Vent thru -- Soffif --- A/C disc. iso tt2/0 Aluminum feed AMP I ''/a• Conduit � PANE L M TE AHU 2" PVC ( FPL Bare #L copper wire 2° rigid service FPL to 4 5 cont. re ar in slab ELECTRICAL IRISES - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction No r� %G4� - - B Stuart. FL 349% __ •-r• I 16" Z& Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install owlet under disc`/V7 � not shown or clarity MASTER BEDROOM i 901M d (CLOSIE PATIO/SLAB .Covered Porch, I � I � 1 GPI ITA Smoke / Carbon Gi E T Monoxide Detector R O M Combo S I c i I I I i� TV II = II II I I I I - I I DINING N\G,ROOM �K1THEN� 1 I ^ I \ I �- L - $moles .L (arLo - Monovde Detector Combo G I GFI I 42"h GFI /ZOT IA 'FM N A/C I W.H. I /®- ul I I I� /ii, _22_"__ x 54'_ , I7">1 Cents ` \ \ I ALwith Aght ~ 150 Am L Oitional J L t \�S E C O N-D Meter Panel Pen Pawl location BCE D R O O M Pull chain) ® S FF \ \ \ light in attic is \\ GARAGE 42"h GFI II Garage / Door / Opener o r-----------------1 / I I I \ w.p. GFI I I \ I I I I i 1 `� COVEREK:f f-T POR-CH SCALE: 114" = I' -Oil Attic Vertincl Calculations 1=5C 2309,7 Total Attic Space - 212,4 sq. ft, Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit W( nne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida Post Light with Photo cell I Date Drawn : Revisions : GARAGE Drawn 4-4-11 Plan Reveiw LEFT Drawn by: c..U. Checked bg: D.Q.B. Sheet ro]a.9 H.B. Exhaust I 7hru S Wire For Front Post Light Comm tt I�-300 :t it J, a