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Home My WebLink AboutAPPROVED Trotter rev sheets 11-18-21Southeastern Metals 2-4 ga 5v Crimp Metal Roofing per product approval FLU 11115.1 over Folgglass self roofing underlagment over 19/32" CDX plyWOOd att to trusses per sheeting attachment diagram on roof installed adhered plan FRONT INDEX OF SHEETS SHEET NO. DESCRIPTION 1. FRONT AND REAR ELEVATIONS 2. LEFT AND RIGHT ELEVATIONS 3. FIRST FLOOR PLAN 4, SECOND FLOOR PLAN 5. SECOND FLOOR/LOWER ROOF FRAMING PLAN 4. ROOF PLAN �• D-1 DETAILS 8. 0-2 TYPICAL SECTIONS 9. E-I ELECTRICAL - FIRST FLOOR 10. E-2 ELECTRICAL - SECOND FLOOR 12 6 [SLOPE, INN ME 0 0 5/8" thick light textured stucco on tgplcal concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INN ELEVATION F_ ELEVATION F_ Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST Date Maximum Design Pressure of Approved Tests I. FLU 5823.2 Single Hung 8100 Impact Custom Windows and Doors 7/8 Type "A" �Lu 11a823 shalllto 2°xyptdh od to product approval 2. FL# 13010.2 Fixed Glass 8150 Impact Custom Windows and Doors 7/8 T�JPe ��A�� FLU 1113010 2ailnto 2"x adhere tbuckoduct approval + 61.5 PSF - 3 FL# 20468.5 Fiberglass door Smooth star Opaque Therms-Tru Installation shall strictly adhere to product approval FLU 20468.5 into 2"x pt wood buck ± 0.0 PSF 4. FLU 20838.1 SGD 8800 PVC Impact CustomWindows oorsImpact 1" Overall Installation shall strictly adhere to product approval FLU 20838.1 into 2"x pt wood buck ±65.0 PSF 5• FLU 16546.5 Garage Door MODEL 73 W6 CLOPLAY Attach track per product approval and track and mfg. recomendation -attach buck using 5/8" x 6" s eeve anchors at 24" o.c. +36.0/-42.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex Iration Date DesiST gn Pressure of Approved Tests Mullions FLU 9520.1 Tube Mullion Custom Windows and Doors Installation shall strictly adhere to product approval FLU 9520.1 + 65.0 PSF Roof FLU 11022.5 1.0 Nail Strip 26 ga. steel 16" wide roof panel Standing Seam Extreme Metal Fabricators. LLC Roofing installed with min. fastener spacing as follows: Zone 43 - Max spacing = 12" o.c. with #10 x 1 1/2" Hex -Washer wood screw to penetrate 3/14" min/ thru deck with Max row spacing = 6 o.c. over peel and stick underlagment -228 psf corner Siding STUCCO ON BLOCK 5/8" thick trowel on stucco with light texture finish Soffit STUCCO ON LATH I/2" thick light textured trowel on stucco finish applied to 1/2" dense glass screwed to soffit framing using 410 x 2" SS screws at 6" o.cfield and ecicies Hurricane Panels ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) No LOPE 3 LOPE 3 E E0 0 0 REAR ELEVATION Southeastern I'letals 2-4 ga 5v Crimp I'letal Roofing installed per product approval FLU 11115.1 over Folgglass self adhered roofing underlagment over 19/32" COX plgWOod attached to trusses per sheeting attachment diagram on roof plan o �6 Daniel Braden SCALE: 1/4" = 1'-0" PERMITTING INFORMATION (FORM 100) 2R 2E Florida Building Code Residential: ITH Edition and ASCE 1-16 for Wind Loading Building Design is: Enclosed Risk Categorcq: II Wind Speed: 160 mph ultimate 2E 3 Mean Roof Height: 12'-8" Roof Pitch: 5:12 (20°-27) 2R Internal Pressure Coefficient: +0.I8 2E SubJectabilitcg to damage from: Weathering: Negligible Termites: Very HeavyLa L2R Width of Roof End Zone: 4'-0" 2E � Wind Exposure Classification: C 4 Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL 5 Exp Height AdJ Factor: 1.21 x Load Factor 0.6 = 0126 applied below Components il Cladding Wind Pressure (NET) Roof Zone: I. +25.0/-45.0 psf HIP ROOF 2:12 TO 4:12 PITCH Roof Zone: 2E +25.0/-62.0 psf and 2R 3E E:1 = Roof Zone I Components il Cladding Wall End Zone Width: 4'-0" Walls Zone 4 Components il Cladding Wind Pressure (NET) Wall Zone: 4. +35.0/-31.0 psf Wall Zone: 5. +35.0/-48.0 psf EM = Roof Zone 2E/2R Components il Cladding Wind Pressure (NET) on Garage Door: Walls Zone 5 END ZONE Zone 5 = 16'-O" x �'-O" CAD _ +29,0/-35.0 PSF Shear Walls Considered for Structure? Yes = Corner Zones Continuous Load Path Provided? Yes Roof Zone 3 Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X B9 Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Digitally signed R.by Daniel R. Braden Date: 2021.11.18 18:54:30-05'00' '-9" = Fini vim SCALE: 1/4" = 1'-0" Floor KIM AI? 9770 �•� Fh'E D ARG � �% O � � M M U GD 00 E O _ t � U =00 rA M M 7t 4 ':; 7t t�r"� U O W - �A r- N m W W O W = U O ' z w OC) 0 v CL < 0000 0000 s Q i- i- L Z # 1 N CV v 0- IUU��r �3 ch ~ W x v -1 N at DATE DRAWN 5-6-21 DRAWN BY: CHECKED BY: H ID, R.E3. MODEL: ^Q H SHEET � l W . F-I OF 10. JOB NUMBER: G4 21-121 0 copyright LEFT ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" Installed adhered ched ,Ian Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 1810lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on _ 2" x 6" Sub -Fascia / 24" 5/8" thick stucco on 3/8" hi -rib lath / attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members cont 2" alumn vent 45 bar vert. w/ 30" overlap 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap I" Block recess for waterproofing at slab (Optional) Grade Digitally signed Daniel R.byDanielR. Braden Braden Date: 2021.11.1 18:54:13-05'00' 12 6 I SLOPE R-38 Blown Insulation PRE-ENGINEERED TRUSSES AT 24"o.c. TYPICAL (shop drawings by manufacturer) 5/8" drywall w/ smooth finish 1/2" drywall over I" x furring strips at W' o.c. with I" foam insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 11tT, onlyy. Provide Our—O—Rock at alr wet areas (ex. showers, tubs etc...) I Fill cell with concrete and (1) 1t5 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings Typical flooring over 15/32" CDX plywood screwed to trusses or joists thru 23/32" CDX plywood sub -floor. Typical Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c. Baseboard max. spacing over 15 lb felt. Install 23/32" CDX plywood screwed and glued to trusses or joists with 48 x 2" screws / at 12" o.c. &I W' deep pre-engineered wood - I floor trusses at 24" o.c. �i p N R-30 batts insulation 5/8" drywall w/ smooth finish See floor truss attachment detail on framing plan 1/2" dr wall over I" x furring strips at W' o.c. with I" foam insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining "tT' ASTM codes. Mortar to be Type only. - Provide Our-O-Rock at alr wet O areas (ex. showers, tubs etc...) 0 TYPICAL SECTION Typical Baseboard F-24 Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xC 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill SCALE : 1/2" = I'—O" O � � � O 00 E ,Ly � t r=W w — 00 rA M 2 O � = V F=p ' r..� c�3 C/1 r— con un W N w o O LLl L-3 " O LLI..Z> Lo0o" v O 00� CL I L Z 0000 # 1 Z NN � v U O rr� LU 0 m LLJI QJ X J 1L U ~L < 'T- E _bk+ W DATE DRAWN 5-6-21 DRAWN BY: CHECKED BY: H D.fR.B. MODEL: Q Q SHEET W OF 10. JOB NUMBER: G4 21-121 0 eapyright ROOF FL�4N TYFICAL ROOF DOTES: Scale 1/4" = I'-0" — Overhangs shall be 2'-0" unless otherwise noted on this sheet — roof pitch shall be �:12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MIANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification — Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Company prior to truss construction — Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strapp and footing size verification. — TRUSS DEFLECTION SHALL NOT EXCEED 0.5ON ANY TRUSS. HiP ROOF SHEETING 14TT�4CH1IENT DET�4iL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. MAX. Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 O 4 FT(LE) 3� F F k 2 4 FT 2R I 0 0 2 2R— 4 FT 2 — p F� LL FT 2E 4 FT Ke Area Edge Field Fastener Pressure Zone I 8d x 2.5" ring shank % psf Zone 2E, 2R 4" 4" 8d x 2.5" ring shank IIZ psf Zone 3E Zone 2E, 2R IOd x 3" ring shank 163 psf Zone 3E Zone 2E, 2R 48 x Screw 2.5" wood 263 psf Zone 3E TRUSS BRACING NOTES Contractor to brace all top and bottom chords in floor and roof trusses in the following manner: - install first row of truss bracing 34" from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. 111-11 L _1 _... usses spaced per truss nufactures plans pical splice ttach bracing to truss chord ing (2) IOd nails in all cations x 4" wood bracing 2" dig. Aluminum rail 2" dig. Aluminum 1" dig. Aluminum Pickets lUmInUm aIIn g D &taIl Shop drawings bg manufacturer scale 1/2"=I' Railing Shall compg with FBC R312 (2) SIMPSON HETA 20 hurricane anchors at each girder supporting Max. 2500 lbs. uplift. Each Strap shall have (9) IOd x 1 1/2" nails. Truss to have 24" of blocking -2 HTS 20 2 H O N o HU 212 A B2 2 BI BI BI N LBO BI BI L31 O N 2 4`2HU B 1 I \ I Abovip = C-2 '. L31 BI BI L601' F272, X 36„ ,Attic Accessi 2 12 6 SLOPE Ill (n b �' O N = C_2 BI 12 ft- Q �— Q 2 O BI W ,� 151 L20 W W Z = Z � L ON C-2 -14 I 111 o O Q- N < B2 BI L20�f' C-2 BI ------------ 24" L31 gl 24" O.H. O.H. L,oO Bl B1 L 00 BI BI L22 BI I BI I L22 N o 20 HUC 12- ET (2) SIMPSON HETA 20 hurricane anchors at each girder supporting Max. 2500 lbs. _ uplift. Each Strap HANGER SCHEDULE SIMPSON HUC212— 2 Provide Simpson HUC212-2 hanger w/ (10) 16d nails into Joist and (10) 16d nails into header supportingg 3,600 lbs. max. gravity. and 2,600 lbs. max. uplift. Metal Sales Manufaturing Inc 5v Metal Roofing installed per FL 411560.1 over Polyglass Self Adhered roofing system installed per FL# 5259.1 over 19/32" CDX plgwood attached to trusses /per sheeting attachment diagram on roof plan STRAFFING SCHEDULE HTS 2 Simpson HTS 20 hurricane anchor at each truss (24" o.c.) supporting Max. 1,450 lbs. uplift w/ (24) IOd x 1.5" nails Additional 45 bars Lintel Bar Clear "A" Length Length Span ars y CLEAR COVER 2'-10" 2'-8" i Precast Lintel 3'-4" 2'-2" 2,43 SFS-OBAT Additional 4'-0" " 3'-10 2'-8" 2.u3 u5 bars CLEAR 4'-6" 4'-4" 3'-2" 2.tt3 COVER 7 One Row of Beam 5'-4" 5'-2" 4'-O" 2,#3 Block Above r ; y Precast Lintel r y \ Additional i -1'-6" �'-O" 6'-2" 2,#5 COVER t____y 45 bars '�----" 8F16-IBAT SF16-8/2T 8'-4" T-10" -1'-0" 2,#5 NOTES: ALL reinforcing steel is grade 60. I. MIN. COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED 8 EA. END - 4" 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 6O TYPICAL LINTEL SECTION ( PRECAST CONCRETE > Digitally signed Daniel R. by Daniel R. Braden Braden Date: 2021.11.18 18:53:56-05'00' STRAFFING SCHEDULE HETA 20 HETA 20 SiMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) IOd x 1 1/2" nails. Attic venting Calculations FSC R80L2 Total Attic Space = 3184 sq. f t. Venting ratio VISO = 21.22 sq. ft. required Provide A Continuous 2 wide vent 51 Sf HTS 20 Galy-Alum Metal drip on 1" x 4" Drip on I" x 8" Fascia on 2" x �" Sub —Fascia 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members W li co t 2" alumn vent Bars r�rriry e none 3'-0" high railing none with pickets °� 5"O.C. (see details ) e Simpson HTS 20 or equal e hurricane anchor at each truss ( 24" o.c.) supporting Max. 50 lbs. uplift w/ (20) IOd nails LINTEL SCHEDULE Window Pre- Rows of Max Max Max Mark ounit Lintel Cast -Crete Stressed BMBlock Bottom Top Load't4 Load Lotd al Width Size Specification Steel Size Steel Size (PLF) (PLF) (P F) L20 2'-0" T-10" SFS-OBAT NO — 1 u5 3069 1569 I6 2 T-2" L31 2'-6" 3'-9" 8F8-0B/IT NO — I u5 2561 1363 16 2'-8" 3'-1" L45 4`5" 5'-1" 8F8-OB/IT NO — I u5 1344 1016 411 L50 5'-O" 5'-8" srS-OBAT NO — I u5 1105 909 33 L60 6'-e" C-8" 8F8-OB/IT NO — 1 u5 1011 121 53 L10 T-O" T-O" 8F8-0B/IT NO — 1 45 1011 121 53 L80 8'-0" 8'-8" BPS-OBAT NO — I u5 699 591 512 L40 9'-0" 9'-8" 8F8-OB/IT NO — 1 u5 535 530 401 LI00 10'-0" 10'-8" 8F8-0B/IT NO — 1 45 582 414 452 LIIO 10'-0" ll'-S" BPI(.-IB/IT NO ONE I u5 I u5 1254 410 402 L120 12'-0" IT-61" 8FI6-IBAT NO ONE 1 u5 I u5 10-15 606 324 1140 14'-O" 14'-8" SFI6-IB/IT YES ONE I u5 I u5 1310 519 284 L140 I6'-0. IC-8- SFI6-6/2T YES ONE I u5 2 u5 950 500 194 L180 I6'-0" 18'-8" SFI6-8/2T YES ONE I 1 u5 1 2 u5 150 424 1 148 - 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 13'-II" LONG: ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING: ANY/ALL LINTELS (2) 1 3/4" x 12" LVL Parallam Beam 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provid no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetrati into vertical wood framing members 12" x 12" conc. column block filled W/ conc. t 4 - 45 bars vert- W/ stucco finish and thicken edge to 8"x8" with concrete and one 45 bar continuous 12 PRE-ENGINEERED TRUSSES Slope at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-38 Blown Insulation In bottom chord of trusses drywall Simpson post cap 4 x pt post Tile on torch down membrane roofing on 19/32" CDX plgwood nailed 6" o.c. in field � 4" on edge w/ 8d nails 2" x 10" PT Ledge w/ 2" sloee _ 2" x 10" Joists at 16" o.c. slmpso E344 post base rovide Simpson LUS 2107 Joist hanger at each joist Hook vertical bar over top bar w/ #5 90' bend bar w/ a 10" min. lap at top bar Gam•.. ..•,� �•� FEED ARG �1% vJ U _ 00 E � � t a:r 00 U � Lm 0 W�MM t '-- N C. 0) c� V�r_ con (A - N `� w LLl " O .. LLI 00 cq Z Lo 00 " v O CL 0000 I_ r >` Z 0000 # Z NN v r q)0 U�- m L U 0 � N < 3 DATE DRAWN 5-6-21 DRAWN BY: A.S.K. C.C.U. CHECKED BY: D.iZ.6. MODEL: ^Q H SHEET W � . OF 10. JOB NUMBER: G4 21-121 0 eapyright Truss to have 24" of blocking