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HomeMy WebLinkAboutRevision - plans8'-1" T.O.B. O'—O" = Finished Floor 12 4 SLOPE Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 s. 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 Ib felt underlayment installed with mm. 4' side laps and b" enc laps fastened with corrosion resistant tin caps and with 1,25" ring shank nail. spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attac clack to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEV/470N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 Ib felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced b" o.c. at all laps and two staggered rows 12" o.c. in field. Attach sdpeck to trusses using attachment detail on this sheet 12" 5/8" thick x 8"w cut H coral finished stucco bands 3 3 \�5/8" thick light textured stucco on typical concrete block construction RIG. T ELEVA70N 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NCT�=S. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.s� in field. Attach deck to trusses using attachment detail on this sheet 0 5/8" thick light textured stucco on typical concrete block construction REAR ELEVA70N - Overhangs at 1'-O" unless otherwise noted on Roof Flan - Roof pitch at -4:12 unless otherwise noted - Arg changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 1.4 SCALE: 1/4" = 1'-0" 011 � Y H. 5/8" thick x 8"w cut coral finished stucco bands Finished Floor Jh Finish Columns with a 5/8" thick cut coral finished stucco bands 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base—board — 11 11 i 2" x 4" P.T. bottom plate 12 SLOPE 4 12" D.H. 01-01, Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo(type 2)ews 30wilbhfeltf underlaymenteinstalled with c. minx spacing ilapsrandS6""Mend laps fastened with corrosion resistant tin caps 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 i LED FASTENERS OR ATT CHMENTi THE RESPONSI81LI11' 0 THE CONTRACTOR Of REDO REQUIRED ALL MANUFACTURES LILES SHOWING U FACTORS AND SHG COMPLIANCE WITH FBC ENERGY DODE MUST REMAIN ON ALL DOOR AND WINDOWS UN`RLINSPECTIONS A REAPPROVED LANS AND ALL PR" POSED kRK AlUBJECT TO ANY C RRECTIONS fEIRED BY FIELD INSP CTORS THAT,i B NECESS� R' IN RDERTOY WITH ALLAPPLI BLICODMS �i l'1() I - 031::)17 S7 "efie r r)tTN'"ry uiRT n t 11MSION R1FV FkN It O FOR w;PLla "CE Rev L*1B DAT _ PLA; `S AND PIERNUT MUS2 BE KEPT G Jry OR 'O LNSyPECTION WILL IE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4" = I'-0" '-- 5/8" thick x 8"w cut coral finished stucco bands —4" A.F.F. 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 (F=ORM 100) \ 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind velocity: 165 mph ultimate Mean Roof Height: ll'— " Roof Pitch: clean compacted termite treated fill oyg Interior Non -Bearing Partition Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C nts Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD desiggn Braden it Braden AIA, PA WCL nne Building Corp. Architects — Planners Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wali End Zone Width: '-4" Tel el S.E. Coconut Avenue : (112) 281-8258 The L 1 e Gr a n d C a r l t o n Walls Zone 4 Fax E-mail: : (112) 281-8283 bradenala comcast.net Spanish Lakes Stuart, FL 34996 #AAC000032 Sp. Lucie Count Florida y SCALE: 1/4" = I'-0" '-- 5/8" thick x 8"w cut coral finished stucco bands —4" A.F.F. 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 (F=ORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind velocity: 165 mph ultimate Mean Roof Height: ll'— " Roof Pitch: 4:12 Internal Pressure Coefficient:`±0_18 oyg Subjectability to damage from: Weathering: Negligible Termites: veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD desiggn 2d2 . Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wali End Zone Width: '-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/—.40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ``((es = Roof Zone 2 Are Components an Cladding Deters Provided? Yes Walls Zone 5 Minimum Sal Bearing Pressure:2.500 psi. Presumptive: X Bg Test: END ZONE psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 3' psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_5 sf FLOOR DEAD LOAD: 10 per JOB ADDRESS: Date Drawn Revisions Sheet Com— m 3-1-16 10-18-16 Product GARAGE Drawn by: Approval Revision 12-27 RIGHT C.C.U. 4-4-I1 Plan I _ 2 — 2 �I Checked by: review revls D.R.B. OF 5 FLOOR f=L/4N CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter steel crash post. Floor proceeding with work. Flange with .4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6' 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete_ Location Orientation ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o Nat slung options for drywall Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Front Porch = 141 >3/8 6. Drywall at ceilings shall be leveled and attached to bottom chord installation of into 200 sq, ft. of trusses with screws per FBC 8102.3.5. Nails Screws wood framing members Total Under Roof= T ALL wood in contact with concrete shall be pressure treated. sq. ft. 6'-0" X 6'-8" 14" x 81 %2" ;r' ;; t= 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. Ceiling Perpendicular 24" 9. ALL plumbing fixtures to be low flow. 12" 13ga 1 3/8" long with 19/64" head E 2'-6" X 6'-8" 10. Contractor to Provide Drain at water heater in accordance - 6 -Panel F OR with the current edition of the Florida Plumbing Code. - 6 -Panel - Br -Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door 0.098" diameter x 1 1/4" long H ll. Contractor to Provide a 2'-S" wide door at one bathroom for Solid Core - Wood - 6 -Panel handicap accessibility requirements. 2 OR Walls Either 16" all 12. Lowest finished floor to be set by Governing Building Department 0.080" dia. xx 1 5/8" long with 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 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant OR flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation i" x 6" P.T. Buck nal block with case harder, materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachme with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Cof60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) x �psum 5/8" with 9/32" head. Drywall Thickness Location Orientation Framing Member Max. sacro of fasteners Nat slung options for drywall ft. Front Porch = 141 Spacing ft. installation of into 200 sq, ft. Maximum Nails Screws wood framing members Total Under Roof= 2108 sq. ft. 6'-0" X 6'-8" 14" x 81 %2" ;r' ;; t= 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head E 2'-6" X 6'-8" Solid Core - Wood - 6 -Panel F OR Solid Core - Wood - 6 -Panel - Br -Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door 0.098" diameter x 1 1/4" long H 2'-8" X C-8" Solid Core - Wood - 6 -Panel annular -ringed or 5d cooler nail 2 OR Walls Either 16" all I6° 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR board nail 0.086" dia. x �psum 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e OR Walls Either 16" g° I6" 0.092" dra. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck Into 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 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile 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 CIIIS and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall the In tub areas and wall panels In shower areas. 21. Insulation Including facings such as retarders or vapor permeable members Installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread Index not to exceed 25 With an accompanylnAsmoke developed index not to exceed 450 when tested in accordance with STM E 84. Insulation shall comply with F_B.C_ 8316. Grade 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 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) c.) x I rtin nails ( 24" o.c.) supporting Max. 4 18101bs. uplift Aluminum Drip Edge C Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit mstallec using 1/8" die shank x I5" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Wood Base TYPICAL SEC70N PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) US bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips al 14" o.c, with R4.1 fr-foil -insulation on typical 8" Block walls All drgwall to be installed per FBC 8102.3.1 and shall meet all pertaining ASTM codes. Mortar to be T¢ pe 'M" onlyg proportioned per FBC Iand Mortar JontB shall comp, with FBC R601.2.1. Provide Dur -O -Rock at all wet areas (ex_ showers, tubs etc...) Fill cell with concrete and (1) #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 mil Visqueen over clean compacted termite treated fill III III II I III II Iil_� 11�j111111="" 14" x 14" Concriete footing with (2) #5 bars cont. and #5 transverse bare at 48" o.c. Scale : 1/2" = 1'-O" to Masonry Beam nails LI IN fixed door sliding door 1 1/2" Sill Sliding Door et al At Masonry Wall NTS AREA CALCULATIONS Braden AIA, P,4 Door Schedule Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JiL I I I 2N VTR Master y/� JIL Bath 2. 1 Lay. I 2" Lev. f 1 2" VTR W.C. JIL 3" 1 i I 2• 3. I shwr. Kit. sink Kitchen 2" I Lay. -4 3- c Bath . Septic PLUMBl1 G RISER 1" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonrg Wall gpical Flooring' Install SGD thru buck into block with 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb CC IT 12" Wile copy Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" c.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and silper product approval of wall / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails D e t a l l a t UJ I n d ow s prior to window attachment Braden t Braden AIA, P,4 Door Schedule - Planners 411 Mark Size Rough Opening Door Description (112) 281-8283 PRESSURE ZONE A 9'-0" X 7'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,'k 83%` Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;r' ;; t= Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6 -Panel -Br-Fold Finished 24" x 81%2" E 2'-6" X 6'-8" Solid Core - Wood - 6 -Panel F 5'-0" X 6'-8" Solid Core - Wood - 6 -Panel - Br -Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6 -Panel 2'-6" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold K 2'-8" X C-8" Solid Core - Wood - 6 -Panel - Bi -Fold ALL Exterior doors to withstand pressures stated In permit Info box on sheet 3*I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction CC IT 12" Wile copy Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" c.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and silper product approval of wall / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails D e t a l l a t UJ I n d ow s prior to window attachment Braden t Braden AIA, P,4 Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenala8comcast.net Stuart, FL 349% #AACOOOOS2 NTS Unne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida rlton INSTALL VULKEM BLOCK SEALANT ON ALL JAME, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Date Drawn Revisions : GARAGE Drawn by: pp Product Approval Revision Dion [Drawn i21CHT C.C.U. 4-4-11 Plan Checked bg: Review revis D.R.B. Exterior face of wall 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 2" x 6" PT Buck Detall at Door crews thru ,Iamb into buck a6 eacn ninge and 15" o.c. max and prior to door attachment NTS Sheet I Comm # 2. OF 5 112-27 ROOF SHEETING ATTACHMENT DETAIL I, Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 FT Ke Area Edge Field Fastener Pressure Descrl tion Zone I 6" 6" 8d ring shank 45 psf continuous In Zone 2 '{" 6" 8d rin shank ,6 psf -1/2" drywall with smooth finish Zone 3 4" 4" Sid ring shank 84 psf 3'-6" ** Zone 3a C 6" 48 wood screw 112,5 psf ** Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Concrete / Lintel Column fy wrth Plan ��I 12"X 12n 1 Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel .4ttachm&nt BEAM Lintel Length SCHEDULE Mark Size and Descrl tion 2'-8" Two rows of beam block filled with concrete and I US bar BI continuous In each row. Hook vert. bar over top bar with L31 45 90a bend bar with a 10" min. lap at top bar. Provide 45 bars with min, 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel n Provide #5 bar set in pre—cast lintel into beam where length of the opening calls for it. Provide Cast—Crete BUS—OB/OT precast — lintel set in mortar Min. 8" Bearing -- = -- I�''�y Y+ti,'�x ,rk-IC `�• Y^ Y�"t„ `.1 1.1l 9 {'a i. Provide PT Buck 1 P l Poured Filled Cell attached per iamb etads into filled cell V. 11l 4" Pre—cast Provide tt5 bare with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous footer steel. v (Y CBS WALL Scale: 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x V blocking to vert. leg of truss with IOd x 1.5 nails at 4" o,c, Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 a. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with seir sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps 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 Additional Precast Lintel #5 para r ` r',: ` T: '..'.:•� CLEAR Lintel Length Bar Length Clear Span "A'r Bars "B" Bars 2'-10„ 2'-8" I'-6" 2.#3 none i i,t•^::'. i ". �.� , , :..::-� ; 1 #5 3049 1569 1024 L31 T—L" 2'-8" 3'—I" 4'-0" 8F8-05/IT -1/2" drywall with smooth finish 1 #5 2561 1363 163 L45 ull 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OB/IT 8F8-IB/IT BF8-IB/2T 5'-0" L'-6" 8F8-OBAT Checked �tU: D.R.B. 1 #5 1 1238 835 121 L60 6'-8' T -L" 8F8-OB/IT Additional 4'-0" 3'-10" 2'-8" 2.93 more its bars 2 #5 152 591 512 L90 T—O" L -.i 'i"��. cAR s �..` — 4' L" — 4' 4" 3'-2" 2,93 none ' ne Row of "H" "•`* 10'-L" 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 5'-4" 5'-2" 4'-0" 2,#3 none Block Above.: %'':: '' '' 452 LIOOB 10'-0" II' -4" BFI4-I15/2T ONE 1 #5 1 2 1 #5 1344 1028 452 LI20 12'-0" 1 13'-4" BFB-IB/2T ' Lintel 5'-10" 5'-8" 4'-6" 2,#4 none rPrecast r' f 1 #5 2 #5 1015 110 324 LI40 I Additional 15'-4" BFIL—I5/2T ONE 6'-4"2,#4 2 #5 1250 609 none �____y #5 bare s__'_ 1'-6" 1'-0" 6'-2" 2,#5 none BFIL-IB/IT 8FI4-IB/2T LI40B I6'-0" 1 IT -4" BFI4-IB/2T ONE 1 #5 2 #5 950 TOTES: 8'-4" 7-10" 2,#5 none I. min. coverage of steel 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Rows of "H" Block Lintel Cast -Crete Above Size Specification Bottom Sim Steel Max. Gravity Top Sim ) Load Steel Max. Uplift Load Max Lateral Load ) L22 2'-2" 3'-L" BF8-OBAT Architects 1 #5 3049 1569 1024 L31 T—L" 2'-8" 3'—I" 4'-0" 8F8-05/IT -1/2" drywall with smooth finish 1 #5 2561 1363 163 L45 ull 5'-10" BF8-OB/IT precast lintel Filled with concrete and (1) #5 1 #5 1 1105 909 339 L50 5'-0" L'-6" 8F8-OBAT Checked �tU: D.R.B. 1 #5 1 1238 835 121 L60 6'-8' T -L" 8F8-OB/IT I #5 1011 121 534 480 8'-0" 9'-4" 8F8—IB/2T I #5 2 #5 152 591 512 L90 T—O" 10'-L" BFB-IB/2T I #5 2 #5 443 530 401 L90B 9'-0' 10'-L" 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" 11'-4" BF8-I13/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II' -4" BFI4-I15/2T ONE 1 #5 1 2 1 #5 1344 1028 452 LI20 12'-0" 1 13'-4" BFB-IB/2T I #5 2 1 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 IY-0" 15'-4" BFIL—I5/2T ONE I #5 2 #5 1250 609 259 L140 IG'—O" 1 ill 8F6—IB/2T 1 #5 2 #5 300 192 194 LI40B I6'-0" 1 IT -4" BFI4-IB/2T ONE 1 #5 2 #5 950 500 1 194 - 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'-O" LONG ARE TO BE PRESTRESSED, Simpson I-fETA 20 or equal hurricane anchor at each truss with (10) IOd x 1/2" nails — ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Dnp Edge I Fascia 12„ 2" x 6" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied — into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14" below Finished floor 12 4 1/2" horizontal wood into vertical w Aluminum Drip Edge f Fascia Poured Cc concrete i Poured Concrete concrete block u Concrete P Manufacturer Flash and Counter flash Nail ledger to gable end truss with (2) Oldnods at each web \ on 3/8" hr—rib lath ntal and vertical wood r- staples to provide fpenetration into ming end 3/4" penetration Praming members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 bar vert. all 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan P \ IIII111�1111��1111111� lill—rill-rill= IIII—I I I . I l I' —IIII—1 i l l=� 1 1 1IIII-j1 � F3 T� lush Mounted Shutter Detail Wood Base 0 4luminum Panel 5rzes per manufacturer S2i; Tl Stud Detail '/9' x 3/32" Wmg Nut w/ appropnate washer end spacing per manufacturer's Detaile Stud Detail Stud w/ Die Cast Zinc nTa Nrckel Pleted will Nut nts Brace Gable end with 2" x 4" SYP 92 Bft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES � 24"o.c. TYPICAL ( shop drawings by manufacturer ) • Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment o.c_) suhhOrt.Inn May into beam either wet set nn rn or,,..,,, „,.L : 1/2" = 1'-0" FORM BOARD SURVEY BOARD SURVEY AND TO TRUSS COMPANY PRIOR TO MrAillR I Braden t Braden AlAr FA W Date Drawn 1\R-30 blown fiberglass CONSTRUCTION Architects in bottom chord of trusses rine Building Corp. - 9 p : 3-1-14 Revisions 10-18-I6 Product Sheet Comm 4 < -1/2" drywall with smooth finish �III'41IIIIII'PA W Two rows of beam block filled with concrete -and (U #5 bar cont. in each row. Substitute (112) 281-8283 precast lintel Filled with concrete and (1) #5 RIGHT C.C.U. bar cont, for bottom row over openings 12 — 2 1/2" drgwall over I" x furringg strips at 14" O.C. with R4.1 Pi -foil bradenala�comcast,net 3996 #AAC000032 -insulation on typical 8" Block walls Checked �tU: D.R.B. All drywall to be Installed per FBC 8102.3.1 and shall meet all ertai ASTM d Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment o.c_) suhhOrt.Inn May into beam either wet set nn rn or,,..,,, „,.L N N � X L � CV N � aJ �< to D_ Ul L to w7 00 n Ems_ 10 v - U N Q4 F— C Brace Gabl with 2" x 4" SYP # —8ft back nailed to E 2f top chords using (2 nails at each 1 !r 0 a _ F_o O � I O �O U u C1 v gg On Mortar to be Type 'l only proportioneder FBC 8601.1 ETA 20 and Mortar ,joints shall comply with FBC 11601.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and O O I I"/""\� I\�1l A , (U #5 bar vert. (typicaU. JI--. -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan nates for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"x6" #10/10 WWMon L mil Vlsqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN S HALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. II� — ALL TRUSS TO TRUSS CONNECTIONS B =�11 TRUSS MANUFACTURER Y III=IIIIIIII=11 IIIIIII — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR X14""� FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ICaI SeCtIOn dt>"Ont FOrCh — CONTRACTOR TO PROVIDE FOR FORM Scale : 1/2" = 1'-0" FORM BOARD SURVEY BOARD SURVEY AND TO TRUSS COMPANY PRIOR TO MrAillR I Braden t Braden AlAr FA W Date Drawn TRUSS CONSTRUCTION Architects — Planners rine Building Corp. - 9 p : 3-1-14 Revisions 10-18-I6 Product Sheet Comm 4 411 Tel : SI I'� �III'41IIIIII'PA GARAGE Drawn III Approval Revision Fax (112) 281-8283 Spanish Lakes RIGHT C.C.U. �{-4-I1 Plan Review revis 12 — 2 E-mail: ' Stuart, FL bradenala�comcast,net 3996 #AAC000032 Vit. Lucie County Florida Checked �tU: D.R.B. OF 5 11155seFA 11111% uwi�l�l 111 Ellis N N � X L � CV N � aJ �< to D_ Ul L to w7 00 n Ems_ 10 v - U N Q4 F— C Brace Gabl with 2" x 4" SYP # —8ft back nailed to E 2f top chords using (2 nails at each 1 !r 0 a _ F_o O � I O �O U u C1 v gg On Mortar to be Type 'l only proportioneder FBC 8601.1 ETA 20 and Mortar ,joints shall comply with FBC 11601.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and O O I I"/""\� I\�1l A , (U #5 bar vert. (typicaU. JI--. -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan nates for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"x6" #10/10 WWMon L mil Vlsqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN S HALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. II� — ALL TRUSS TO TRUSS CONNECTIONS B =�11 TRUSS MANUFACTURER Y III=IIIIIIII=11 IIIIIII — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR X14""� FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ICaI SeCtIOn dt>"Ont FOrCh — CONTRACTOR TO PROVIDE FOR FORM Scale : 1/2" = 1'-0" FORM BOARD SURVEY BOARD SURVEY AND TO TRUSS COMPANY PRIOR TO TO PROVIDE Braden t Braden AlAr FA W Date Drawn TRUSS CONSTRUCTION Architects — Planners rine Building Corp. - 9 p : 3-1-14 Revisions 10-18-I6 Product Sheet Comm 4 411 Tel : S.E. Coconut Avenue (112) 281-8258 7h& Grand Carlton GARAGE Drawn III Approval Revision Fax (112) 281-8283 Spanish Lakes RIGHT C.C.U. �{-4-I1 Plan Review revis 12 — 2 E-mail: ' Stuart, FL bradenala�comcast,net 3996 #AAC000032 Vit. Lucie County Florida Checked �tU: D.R.B. OF 5 PANEL "A" LOAD CALCULATION SHEET Braden it Braden AIA, P,4 Architects -Planners PANEL "All circ# 2 4 Description AHU Wire #10 Load 3.5 kw BR 30 Poles 2 Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp I 5,205 2 1,5 00liance. 3,000 3 12,000 1,200 12,000 1,200 1 1 1,500 1,500 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 4,500 1,800 810 I I 1 9 e 10 Total Watts 31,415 First 10000 Watts 9100% 1 20 1.8 kw #12 Pump Dr er #10 5.0 kw 30 2 Remainder 21,415 040% 1 Electric Heat or A/C 10,000 945% 1 Calculated Load 11 12 30,944 Volta e 240 Calculated Wattage Divided bg Voltage = Total 1 20 1.5 kw #12 13 I4 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is It. Refrigerator Receipts #12 #12 1.2 kw 20 20 1 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepta #12 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 1 Receipts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 1 Recepta Recepta #12 #12 20 20 1 1 1 20 IA kw #12 25 24 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 412 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 I 20 #12 1 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 3L Bathroom GFI #12 20 I 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I spare 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Braden it Braden AIA, P,4 Architects -Planners Calling Fan Load Description Television Jack Qt . Watts Total(Watts) .General Lighting .(3. watts Small AppCircuit(s). Range Refrigerator Microwave..................................................... Dish Washer . Clothes, ,Washer . . . . . . . . ........ .Clothes,.Dryer................................................ Water Heater ................................................ ................. Water Pump ................................................... Garage Door .Opener sq. ft) . ... ... _ .. .. .... ........... . ............ .... .. . .. . . . 1135 3 5,205 2 1,5 00liance. 3,000 I 12,000 1,200 12,000 1,200 1 1 1,500 1,500 1 1,200 1,200 I 1,200 1,200 I 5,000 5,000 1 4,500 1,800 810 4,500 1,800 810 I I Stuart, FL 34994 #AAC000032 . y StLucie CountFlorida Total Watts 31,415 First 10000 Watts 9100% I 10,000 O 10,000 10,000 10,944 10,000 Remainder 21,415 040% 1 Electric Heat or A/C 10,000 945% 1 Calculated Load Watts 30,944 Volta e 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required 129.03 = 150 Amps (>) Smoke Detector Braden it Braden AIA, P,4 Architects -Planners Calling Fan © Television Jack ❑1 Telephone JackAoc Comm 4 A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light IiFK7R Speaker Hook-Upi❑ Approval Revision Intercom PATIO/SLAB I I GR AT RQOM I I Center Registers I1.9 CFM on ceiling fan IL9 CFM IOxlOxl I 0) Flo DINING ROOM 1211 143 CFM IOx1oxL MASTER BEDROOM IL3 CFM IOxIOxL I 4..8 ----- J s!�12x12)9SET B/A CF / � io° e "^tet t ° H.B. ° Vent _thr_u JO��It --- - - - - -tin -4' A 2'_aOA II I T I I IL" I I 232 CFM 12)4x1 I L SECOND % BEDROOM 1 12)12x8 I / I (- B/A d� I COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN � � � � � � � O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/"4" = 1'-011 I. Use copper wire only, no aluminum. 11. It 1s not the intent of these plans to show everg minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verifg location of electrical all Items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFIprotected_ 18. All work shall be done 1n accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected, shall conplg with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively 10. A/C Refrl Brant lines that are run thru slabs must be grounded as required bg the latest edition of the N.E.C. sleeved in P C II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed sgstem shall be fullg operative. G. Contractor shall pag for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the ,lob conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. IL. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancg, or one largest conduit or pipe from any other service. gear from closing sale of house. Correction of defects shall be completed without additioniAl 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502 --"U or--1-- 22" x 54" Attic Access with light L -- -- 11 PATIO/SLAB /hovered Porch', / 1 I / 1 / WP GFCI \ / MASTER BEDROOM ' vv i� / GR AT Smoke / Carbon - - - - RO M Monoxide Detector Combo I \ MIS I S M I - I II E)-- LQSET N II I Vent _tlaru_ Soffit DINING: ROOM GFCI GFCI ISS' KIS CHEN �\ N S�k� / C�ctor - J Monoxide Detector I ° cl Hines 2S/ H.B. Combo 2 3'-" Tp A/C 50 M /GFQ #I Exhaust Duct F �� / o GFc Thru Soffit FCI 150 Amp Panel AI d KMeter GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I I I A/C disc. Iso #2/0 Aluminum feed AMP MCS I i/o' COndult � PANEL inTE AHU 2"PVC (FPL 2" rigid service FPL $a tt5#cont,,%swi m slob IF ELECTRICAL RISER - Contractor shall use AL -CU Landing lugs, NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction MINEW4II■=iii 2 -�\------ Lm "h GFCI WW enter' > I ( I7.. 22" x 54' I Attic Access c ss w / BEDR00�1 P BA I / � Wire For Front Post \ Light \ �ONERED / PORCc t - n L EE"7 Optional i lVV Amp P panel location / Panel ull chain / light in attic 42"h GFCI GARAGE Garage Door Opener r-----------------1 I I I I I I I I I 1 I I I I I I I , I I I I I I ELECT21C,4L PLAN o Post Light with u I photo cell File CrOPY N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru t IalI WP GFCI I Install owlet �� under disc_ 1- L not sh- own for claritg A/C 41 eter SCALE: 1/.4" = 1'-0" Attic Venting Calculations FBC 2309.7 Total Attic Space = 212.4 sq. ft. Venting Ratio 1/150 = 1-f.1b sq. ft. required Provide A Continuous Vented Soffit Braden it Braden AIA, P,4 Architects -Planners Wane Building Corp. Date Drawn 3-1-16 Revisions : 10-18-I6 Product Sheet Comm 4 411 S.E. Coconut Avenue T he O r a n d Carlton GARAGE RIGHT Drawn bg: Approval Revision Tel : (112) 281-8258 C.C.U. 4-4-11 Plan F.- I 12-21 Fax (112) 281-8283 E-mail: bradenala9comcast.net Spanish Lakes Checked Review revis Stuart, FL 34994 #AAC000032 . y StLucie CountFlorida D.R B B. OF 5