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HomeMy WebLinkAboutCOVERED DECK & STORAGE DECKSenyb Engineering Services STL°cIE CotW,,B WGD COVER SHEET Revlewede complian pN - Engineering Projects: ' Covered Deck and Storage Shed Notes: 2. 3. 4. 5. 6. 7. 8. 9. It is the responsibility of the licensed contractor (and each of the approved subcontractors) to review and understand all details, drawings, contracts, contract documents, project manuals, addenda, etc. to assure proper coordination of all the work effecting each trade as well as to ensure the proper installation of materials and proper construction techniques. Failure to review and/or understand all contract documents shall not relieve the responsible party(ies) of any liability or culpability. The licensed contractor is responsible for ensuring that all construction meets or exceeds applicable sections of the Florida Building Code and/or other applicable codes in effect at the time of construction. The licensed contractor is responsible for obtaining ail required permits and requesting (scheduling) all required inspections. All work and/or workmanship shall conform to all current existing codes and/or local ordinances that apply to this structure. All materials shall be installed in accordance with it's listing(s) and the manufacturer's installation instructions. All products shall have a current product approval. All products must be approved, with the primary responsibility 'remaining with local jurisdictions. However, the following products can be approved by the Florida Building Commission for optional statewide approval: panel walls; exterior doors; roofing products; skylights; windows; shutters; structural components; new and innovative products. Applications for product approval are available on-line at www.floridabui[ding.org. It is the responsibility of the licensed contractor to provide evidence of product approval and/or State product approval codes to the local authority having jurisdiction. A licensed electrical contractor shall make ALL electrical connections. ALL electrical connections are by -others and are subject to inspection and approval by the local authority having jurisdiction. All electrical connections shall conform to the NEC and local codes in effect at the time of construction. All electrical connections, systems; 'etc. are subject to inspection by the local authority having jurisdiction. ALL receptacles installed in wet locations (exterior) shall have a weather proof (wp) enclosure (cover), the integrity of which is not effected when an attachment plug cap is inserted or removed. Treated Lumber: The materials utilized may be ACQ-treated, CBA-A, or CA-B lumber. All fasteners or plates that are used that come in contact with -the treated lumber shall be (unless otherwise noted on specific details) stainless steel (grade 304 or 316) OR hot -dipped galvanized (per ASTM-A653, A123, A153) with a G90 or a G185.coating. There may be other "proprietary" coatings that some suppliers may specify which could be acceptable as well (ie. Z-Max coatings from Simpson Str6ng-tie). Concrete (standard stone aggregate) shall have a minimum compressive strength and air content in accordance with the 2010 Florida Building Code - 3000 p.s.i. concrete minimum (@ 28 days). Reinforced steel deformed bars = ASTM A615 GRADE 40 COVERED DECK & SHED STRUCTURAL LOAD LIMITATIONS: CODE EDRION:2010 FLORIDA BUILDING CODE &ASCE7.10 1. COVERED 13ECKOSSED HEIGHT: 14'-0" HEIGHT MAX. 2. MEAN ROOF HEIGHT OF COVERED DECKSHED 1"""(MAX) 3. ULTIMATE DESIGN WIND SPEED: 170 mph WAND SPEED 4. NOMINAL DESIGNWINDSPEED: 132 mph WAND SPEED 6. WIND EXPOSURE CATEGORY: "D" S. OPEWCLOSED 7. IMPORTANCE FACTOR: 7D S. INTERNAL PRESSURES: +26.8 8eA INTERIOR +25.5 41.6 END S. IMPACT PROTECTION REQUIRED: NO 10. REVIEWED FOR SHEARWALL REQUIREMENTS: YES 11. DESIGN ROOF LIVE LOAD: 10 PSF 12. DESIGN ROOF DEAD LOAD: 10 PSF 13. DESIGN FLOORLIVELOAD: 40 PSF 14. M IN. ASSU M ED SOIL 8 EA RING CAPACITY: 1000 PSF 16. OCCUPANCY CLASSIFICATION: R3 16. CONSTRUCTION TYPE: VB STATE: State of Florida RESIDENTIAL: 2010 FBC-Residential ELECTRICAL: 2008 NEC MECHANICAL: V) W 0 O U PLUMBING: ENERGY: INDEX of Drawing Package Description of Drawing Page'No. Description of Drawing Page No. Cover Sheet S1 Elevations S2 FloorMall Construction S3 Wall/Roof Construction Details S4 Construction Details S5 V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VZ!N�ec IGN WIND SPEED = 132 MPH II BUILDING) /ond g ///G. "Geoff' Wood P.E.#47377 318 S. Scenic Hvv y, Ste. 100 Lake Wales, FIL 33853 office: 863-589-5980 L Fax:1-866-865-2044 E k 6 E In W� ao H Drawing Number., + Cove Sheet Engineering Services 8 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 MIN. 1/4 PER FOOT SLOPE .032 ALUMINUM RISER PANS 2"X5"SM 3"X3"X.060 ALUMINUM POST N FINISHED FLOOR LINE -- MIN. 2" BELOW F.F. RESIDENCE VINYL SIDING 3/121--- MOST BEAM —(FACTORY INSTALLED) NISHED FLOOR LINE ------------------- '-EXISTING CONCRETE SLAB 4'-0" 21'-8" EXISTING STRUCTURE - PROPOSED COVERED DECK FRONT ELEVATION �--PROPOSED SHINGLE ROOF PROPOSED STORAGE NOTE: SHED CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 3/12v 3 12 VINYL SIDING 0'-6" Nam= - a I _ 1n100 Nof COS ® ® 04 013 (off CV o � FINISHED FLOOR LINE (HOST STRUCTURE) FLOOD VENT . STORAGE SHED STORAGE SHED EXISTING 4" CONCRETE SLAB #2 #1 (GOOD CONDITION) 21'-8" EXISTING STRUCTURE REAR ELEVATION SIDE ELEVATION E SLAB These plans and specifications comply with Section 1609 of the 2010 FBGResidential 2012 Supplements V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) V AS NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) (TABLE 160.9.3.1) ( se and gu ) 4vk— Lenoand G. "Geoff' ood P.E.#47377 318 S. Scenic Hwwyy Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 IL Fax: 1-666-865-2044 C Z 1 X O O z O LLB_ . N ZU) U Q v Z) D W W~ N � W InZ fp Ss EW �$.20zco iat C) cOZui d o 0 F-- C, ru 0i co ~ ❑j -p Y iri m 0.0 UQ C' Drawing Number. S2 Elevations Senyb Engineering Seryices 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 N OTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ELECTRICAL LEGEND 11 C�-- I GENERAL LIGHTING 11 II -- I WALL MOUNTED FIXTURE II II —0— 1 CEILING MOUNTED FIXTURE II SWITCH NOTES: 1. EXTERIOR RECEPTACLE OUTLETS SHALL BE GFI PROTECTED AND INSTALLED W/COVERS APPROVED FOR OUTDOOR INSTALLATION, 2. ALL ELECTRICAL COMPONENTS MUST BE U.L. APPROVED AND INSTALLED PER LISTING AND MANUFACTURERS INSTALLATION INSTRUCTIONS. 3. ALL WIRING IS NM -CABLE UNLESS OTHERWISE NOTED. 4. ADDITIONAL RECEPTS AND 110 V. FIXTURES MAY BE ADDED OR DELETE AS LONG THEY ARE INSTALLED IN COMPLIANCE WITH THE NEC. NOTES rHE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE 4DJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FUGHT DF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. 00 I THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJE( OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. MONCIRCULAR CIRCULAR [R311.5.6.3 Type II Perilnalee 4' - B;° ,, a a, E i RECESSED [11311..5.6.3 Type 111 Perimeter. 'HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. 6 X 6 P.T. POSTS FASTEN TO CONCRETE SLAB (EXISTING) USING SIMPSON'S ABU66 OR EQUIVALENT FASTEN COMPOSITE DEC OARDS TO P.T. 2X6 JOISTS WITH HIDDEN FASTENERS(2-1�2� OR EQUIVALENT 2 X 6 P.T. LUMBER - 16" O.C. -0" 2 X 6 P.T. LUMBER - FACE(( PLATE FASTENED TO SDSt/4D X 4P /2- SCREWS3)OR EQUIV. 3 X 3 ALUMINUM MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" WOOD SCREWS FOR RIM JOIST TO POST CONNECTION. 2X6 P.T. DECK CONSTRUCTION 16" O.C. FLOOR JOISTS USE SIMPSON'S LUS26 JOIST HANGERS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. O I a ELECTRICAL SERVICE TO CONNECT TO EXISTING ELECTRICAL SERVICE .UMINUM RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. TTH-TRIANGULAR PASSAGE OPENING 6'S DIAMETER SPHERE. STORAGE SHED 4-'1 REF WALL CONSTRUCTION DETAILS PG S5 FLOOD VENTS (IF REQUIRED)- SEE PG.S2 16"(W) X 8"(H) FLOOD VENTS OR EQUIV BOTTOM OF OPENING NOT MORE THAN 1 FOOT ABOVE FINISH GRADE. EACH VENT COVERS 124 SQFT. STORAGE SHEd 4#2 REF. WALL CONSTRUCTION DETAILS PG. S5 ,D VENT PG. S2 SECURE ADDITION WALL TO HOST STRUCTURE WITH 3/16" LAG AND WASHER MIN, 1" PENETRATION INTO HOST STRUCTURAL MEMBERS MIN. 8" FROM EACH END AND 24" O.C. INTERMEDIATE 4 X 4 P.T. POSTS FASTEN )SON'S ABU66 TO CONCRETE SLAB USING EQUIV. SIMPSON'S ABU44 1 ABU 44—FL. PRODUCT APPROVAL # FL 10849.6 (3) 2 X 12 P.T. STAIR STRINGERS (1) 2 X 10 P.T. ATTACHED TO POSTS L-- 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10 USING (4) SIMPSON'S SDS 1/4"X 3-1/2" WOOD SCREWS SIMPSON'S LSU26 JOIST HANGERS OR EQUIV. SIM USING OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION. USING SIM PRODUCT APPROVAL A FL 1044714 (2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY) DBL, 2XIO TO POSTS USING SIMPSON'S LUS 210-2 LUS210-2—FL. PRODUCT APPROVAL # FL 10655,107 ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD OMINAL DESIGN WIND SPEED = 132 MPH ATERGORY II BUILDING) TABLE 16 9.3.1) ( e nd gu ) /vtv /0/v/ Leo and G. "Geoff' Wood P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 8635895980 116- Fax:1.866-865-2044 `� Oz>LL7 p� N ZU �UQrri J N D Z) J M no �(~q�Z B�S20LU to mt U tp z c i Co W m d Y a c my f a_ U Q 0 Drawing Number. S3 FloorNVall Construction Senyb Engineering Services 318 S. Scenic Hwy. Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. '-6" 12'-0' '-01, '-0" REFERENCE DETAIL BELOW r-ram-r rT-r-i-r-I--r-i-r-r-r--r-ram I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o l l l l l l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I DIRECTION NQ�WIIN P / E3EQR00 z 00 I ' /EXISTING MANUFACTUIREM HOME EiEE:)ROOM / OWS ON NO WIN / a \ z Z In W FV- a U L, ¢o \� M.7 0_ I,, POST OVER ANNEL//2-5/8" LONG X 1/8" THICK CHANNEL W/11--3/8 WbR22 1/4" THRU B" LEGS. POST7TOLTS W/ WASHERS �3" X 3" POST 3 X 3 POST (END VIEW) TO 3LAB M.T.S. ANCHOR CHANNEL TO CONCRETE W/ (2) 1/2" X 2-1/4" CONCRETE ANCHORS OR EQUAL DETAIL '71" NOTCH 3"x3" POST TO RECEIVE 2" SMB INSTALL 3 (1/2') THRU BOLTS OR EQUIV. SM BEAM TO POST (END VIEW1 N.T.S. DETAIL "F3" 2 X 6 SP #1 CEILING JOISTS 24" O.C. MAX. SPACING g -6 12'-0" (UNINHABITABLE ATTIC WITHOUT 3 1 — % 11 STORAGE) 032 ALUMINUM RISER PANS 3�-��� ROOF TO $-0" $-O» ROOF TO CEILING JOIST TO WALL CONNECTION COVER COVER DETAIL "Fl"" USING SIMPSON'S H10A CONNECTOR OR EQUIVALENT. STEPS DETAIL "F2" STEPS DETAIL 13 DETAIL "F3" DETAIL "R1" 3"X3" 3"X3" 3"X3" 3 X 3 X 0.060 POST 3"X3" r—I--r--r —I--r—r—_r—�— I I I I I r—r--r—�--r T —--r—r I I I I I I I I I I I r--r-7 I I I -1--F T I I I I F-F-T-�----r--r--I- F T I I I SINGLE 2X5 MIN. I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ROOF I I I I I I I I DIRECTION / DETAIL "R2" E�GISTING MANUFACTURF=[:3 HQME 3X3 ALUMINUM POST 2" X2" X3' #14 X 1" SMS COMPOSITE DECKING 2X6 MIN. JOIST POST TO DECK (END VIEW1 N.T.S.. DETAIL "F2" �f>4 ID X 1"11Sj.{2" OD / ISNI CEH "12 UE PAN. .032 ALUMINUM PANS MIIN..332"XX5' TSM BEAM ovQ+x wo RECEIVIN%S POST VMIES (END VIEW? N.T.S. DETAIL "R1" ��T A NOR EQUALM \ MSP11D.C. AX..ACING 2� ggAEEW�YFPNSTflDTppITE EXT. BEAM PANkOMINU >S 9/16" S M.S �8 O,C. INSIDE INT. SEALANT ELASTOMERIC 032 ALUMINUM PAN ROOF TO EXISTING STRUCTURE (END VIEW) N.T.S. DETAIL R2 These plans and specifications comply with Section 1609 of the 2010 FBC-Residential 2012 Supplements V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) V ASDAOMINAL DESIGN WIND SPEED = 132 MPH OtATERGORY II BUILDING) f Leokarr— G. "Geoff' W6od`. f P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 i 1, r 7/16" MIN. ROOF SHEATHING LAYERS OF 15# FELT OR EQUIVALENT �SIMPSON'S H10A OR EQUIV. FIBgERGLASS SHINGLES OR METAL ROOF TYP. �UBER997SV41ND RESISTANCE INSTALLED PER PER ATING, MANUFACTURER S INSTRUCTIONS. EDGE VENTING FACE NAIL DOUBLE TOP PLATES TOGETHER " 'NTH 16d NAILS HOR E(2UALt SPACED AT 16 O.C. ALL JOPNT PLICE LOCATIIONS YVTTH MIND (P2L 16dSorT(3) 10d NAILS (OR EQUAL) MIN. 9-10d X 1-1/2" FASTENERS -RAFTER 9-10d X 1-1/2" FASTENERS -TOP PLATE SOP Epp ASHING STRIP �I 2 jOP , RDDERLAYMENT 30 LB ASPH MET 1 DRIP EDGE WOOD DECK VARIES � ACCK FELT ALONGOVER If AL DR[ NAIUNG STRIP $SHINGLES OF INVERTEDCOURSE TART FIRST COURSE START THIRD CO RSE WITH FULL\ WITH FULL STRIP STRIP MINUS FIRST TAB RgE `-- tJaNNIFMIN05 1/2 TAB THREE TAB SQUARE BUTT STRIP SHINGLES NTS NOTE: WOOD SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D RING -SHANK NAILS AT 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. STUD TO TOP PLATE CONNECTION SIMPSON H2.5 STRAP OR EQUIVALENT 7�(2) 2 X 4 TOP PLATE —STAGGERED SEAMS i 110101. 1 2 x 4 PT BOTTOM J PLATE FASTENED W/ MINIMUM i01 2" x 1/2" PE ANCHORS S)41A 0"C 2p.1 2 EMBEDDED) 2X4016' O.C. F STENED W (2�-16d EN NAILS ' B -2 X 4 STUDS #2 CONSTRUCTION GRADE SPRUCE MIN. 7f16" OSB SHEATING WITH APPROVED HOUSee WRAP VINYL SIDING EXTERIOR (INSTALLED PER MANUFACTURER'S INSTRUCTIONS) M PLATE CONNECTION SIMPSON H2.5 STRAP OR EQUIVALENT x THE NAILING PATTERN FOR THE OSB SHALL BE EVERY 3' ON THE EDGE OF THE OSB BOARD AND EVERY 6" IN THE FIELD. WALL HEIGHTS OVER 8' REQUIRE INTERMEDIATE BLOCKING AND SHALL BE UTILIZED. ALL MATERIALS INSTALLED BELOW BASE FLOOD ELEVATION BOTH STRUCTURAL AND NON—STRUCTUREAL WILL BE CONSTRUCTED OF 'FLOOD RESISTANT MATERIALS." CLASS 4 OR 5 NFIP. ALL LUMBER AND SHEATHINGS TO BE PRESSURE TREATED .40 CCA OR BETTER FASTENED WITH 2 X 4 CONSTRUCTION- STORAGE SHED CORROSION RESISTANT FASTENERS. WOOD STRUCTURE CONSTRUCTION TYPICALS (SIDE VIEW) plans With V ULT =ULTIMATE DESIGN VMND SPEED = 170 MPH (RISK CATERGORY II BUILDING) V ASD OMINAL DESIGN WIND SPEED = 132 MPH CATERGO Y II BUILDING) (TABLE 16 .3.1) ( econd gu ) Leonard G. "Geoff'Wdodif P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863589-5980 Fax: 1-866-865-2044 U- Z_ Z 0 O m � W z ZZ 0 (o m LO Y 'vi d aa) a` a 0 Q Drawing Number. S5 Construction Details !nyb Engineering Services 8 S. Scenic Hwy, Ste. 100 Lake Wales, F L 33853 © COPYRIGHT 2013