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HomeMy WebLinkAboutDECK & STORAGE SHED�6 Id Senyb Engineering Services DIV AQ?- COV R S. H T�� �QQe!CR3�.�4dfbo� v -o/ %2- 1 Engineering Projects: ST LUBUILDING COUNTY DIVISION REVIEWED Deck and Storage-Sh FOR COMPLIANC REVIEW BY OIRrAATTAC�H1 EWS DATE - PLANS AND P RMIT Notes: fW�B�uI [ OF THE MUST BE KEPT ON JOB R . NO INSPECTION WILL BE MADE i 1 cTogofRECORO 1. 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 all required permits and requesting (scheduling) all required inspections. 2. All work and/or workmanship shall conform to all current existing codes and/or local ordinances that apply to this structure. 3. All materials shall be installed in accordance with it's listing(s) and the manufacturer's installation instructions. 4. 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.floridabuilding.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. 5. 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 Iocal'authority having jurisdiction. 6. 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. 7. 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 lumbershall 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 Strong -tie): 8. Concrete (standard stone aggregate) shall have a minimum compressive s re gtfi and-air-content-in-accordance_with the-2 010 Florida Building Code - 3000 p.s.i. concrete minimum (@ 28 days). 9. Reinforced steel deformed bars = ASTM A615 GRADE 40 _ THESE PLAI' t AND ALL PROPOSED WORK - -- ARE 02 JECT TO ANY COAhECTIONS REQUIRM BY PIELD I�dSPECTORS THAT MY BE NECEScaRv IN ONXA TO REV: 09/12/2014 f%[1Afi0IV1h1ITtJ Al I Al pi iipnas F- F9/'iP1PR.l `� WALLS ZONE EFFECTIVE WINDAREA PRESSURES 4 10 52.0 -56.4 4 20 49.6 -54.1 4 50 46.6 -51.0 4 100 44.2 -48.6 4 1 500 38.8 -43.2 5 10 52.0 -69.6 5 20 49.6 -64.9 5 50 46.6 -58.7 $ !00 44.2 -54.1 5 500 38.8 -43.2 DECK & SHED STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2010 FLORIDA BUILDING CODE &ASCE7-10 1. DECKISKED HEIGHT: 14'-0" HEIGHT MAX. 2. MEAN ROOF HEIGHT OF DECKISHED 13'11 " (MAX) 3. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 4. NOMINAL DESIGN WND SPEED: 132 mph VNNDSPEED 5. WIND EXPOSURE CATEGORY: 'D" 6. OPE WCLOSED T. IMPORTANCE FACTOR: 1A 9. INTERNAL PRESSURES: -2 .9 ZBA INTERIOR .26.9 31.6 END 9. IMPACT PROTECTION REQUIRED: NO 10. REVIEWED FOR SHEARWALL REQUIREMENTS: YES 11. DESIG N ROOF LIVE LOAD: 10 PSF 12. DESIGN ROOF DEAD LOAD: 10 PSF 13. DESIGN FLOOR LIVE LOAD: 40 PSF 14. MIN. ASSUMED SOIL BEARING CAPACITY: 1000 PSF 15. OCCUPANCY CLASSIFICATION: R3 16. CONSTRUCTION TYPE: VB STATE: State of Florida RESIDENTIAL: 2010 FBC-Residential ELECTRICAL: 2008 NEC MECHANICAL: U) W 93 ti PLUMBING: ENERGY: INDEX of Drawing Package Description of Drawing Page No. Description of Drawing Page No. Cover Sheet S7 -� Elevations S2 Floor/Wall Construction S3 Wall/Roof Construction Details S41D Construction Details S5 These plans andspecificationscomply with Section 1609 of the 2010 FBC-Residential 2012 Supplements VULT =ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERII BUILDING) VAS3D =NAINAL DESIGN WIND SPEED = 132 MPH ERGORY II BUILDING) CT BLE 1609.3.1) (3 Zsts/// Leonard G. "Geoff' Wood P.E.047377 318 S. Scenic Hvvy, Ste. 100 Lake Wales, FL 33853 Office: 863589-5980 Fax: 1-866-865-2044 U N 7 7 W W U J q s E U W Lu Z 4: 0.2 Z co s Z e O U N W 7 H c 3 le (/ � Em d Y ) LLD N N '-a E EL 0 0: U Q C Drawing r. Numbe + Cove Sheet Senyb Engineering Services 318 S. Scenic HWY, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 FINISHED FLOOR LJI MIN. 2" BELOW F.F. RESIDENCE !4 — U PROPOSED FRONT ELEVATION SHINGLE ROOF SIDING 3 12 ^I VINYL SIDING 0'-6' E3 i ADD= o_ 0 T "I L0 n n vtKiicnL num� uri - — - (INSTALLED PER MANUFACTURER'S INSTRUCTIONS) .T.6X6 EXISTING STRUCTU 12'-0" PROPOSED DECK 5v��ILE COP lip01 ippM7115TIN71111M I=00%k FLOOD VENT STORAGE SHED EXISTING 4" CONCRETE SLAB 1 (GOOD CONDITION) 21'-8" EXISTING STRUCTURE REAR ELEVATION, THESEPLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELB rNSWBCTORS THAT MY BE NECESSARY IN spy TO COMPLY WITH ALL APPLICABLE CODES. 8'-6" SITE TO VERIFY AM Nhh ROPON81811p11e�^^' OF THE r��ltl4'�� �� 11LYaAl� STING 4" CONCRETE SLAB )OD CONDITION) 09/12/2014 1 11/07/2014 1 These plans and specifications comply With Section 1609 of the 2010 FBC-Residential 2012 Supplements V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISKCATERGORY II BUILDING) VASE) = MINAL DESIGN WIND SPEED = 132 MPH ;01�5w RY II BUILDING) 9.3.1) d gusts)/1I j'2II LeonLYrd G. "Geoff' Wood W a 8 :1 m w z U) Drawing Number.�humbe Elevations PROPOSED SIDE ELEVATION P.E.#47377 ' STORAGE 318 S. Scenic Hwy, Ste. 100 Senyb Engineering Services NOTE: SHED Lake Wales, FL33853 ' 316 S. Scenic Hwy, Ste. 100 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Fax:186-865-5980 Lake Wales,HT201FL 3 Fax:1-866-865-2044 �=i-- ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. © COPYWGHT 2013, L J - _ „ r NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 6 X 6 P.T• POSTS FASTEN TO CONCRETE ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. EQUIVALENTnNG) USING SIMPSON'S ggU66 OR FASTEN COMPOSITE DEC OARDS TO P.T. 2X6 JOISTS NTH = ELECTRICAL LEGEND HIDDEN FASTENERS(2-1�2� OR EQUIVALENT 2 X 6 P.T. LUMBER — 16' O.C. S'_6” 12///'-0" 2 X 6 P.T. LUMBER — FACE PLATE GENERAL LIGHTING SITE TO VERIFY FASTENED TO POST USING (3) SIMPSON'S SOS 1 4" X 4-1/2 SCREWS OR EQUIV. 7k7 1 WALL MOUNTED FIXTURE T 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. 00 I NOTES THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. 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. 2;' max. RONCIRCU1AR CIRCULAR (R311.5.5.3Typs I] Perimeter. 4'- 8; Y' 3. �d 2A .m I ryal� RECESSED [R311.54.3 Type Itl Perimeter. >6.1" *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. a 41-0" x 4'-0. -VERTICAL HOME LIFT (INSTALLED PER MANUFACTURER'S INSTRUCTIONS) / R EQUIVALENT NT ATEACHPOSTE BOLTS O/ •USE JOIST HANGERS (SIMPSON'S LUS26) OR EQUIVALENT LUS26—FL, PRODUCT APPROVAL # FL 1065jj BEC 0'-4" -------------- - MIN. (3) SIMPSON'S SOS 1/4' X 4-1/2- WOOD SCREWS FOR RIM JOIST TO POST CONNECTION. EIOOD VENTS yIF REnIIIRFn) SF--�S2 16 i,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 SHEp 4A1 REF. WALL CONSTRUCTION DETAILS po et E / \ to _ l BEDROOM --A&3. O ro \ /NO/OWSONA .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. THTHIE PASSAGE OFNIA 6§DIIAMETER SPHERE. ',�—FLCOD VENT SEE PG. S2 TNC-fi5 PLA NSr AND ALL PROPOSED WORK ARE SU11IECT TO ANY COMECTIO148 AVOUlA'D DY PIELB'NS1ECTORS THAT UAY BE NECESSAItY Ir1 ONXjj T® --COMP- ' `',VI I+P LEA APPLICABLE -CODES, - 2X6 P.T. DECK CONSTRUCTION O.C. FLOOR JOISTS ro 4 X 4 P.T. POSTS FASTEN TO CONCRETE SLAB USING curyroL Keslaential 2012 Supplements V 16" SIMPSON'S ABU88 USE SIMPSON'S LUS26 JOIST HANGERS N a OR EQUIV. SIMPSON'S ABU44 ABU 44—FL. PRODUCT APPROVAL ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISKCATERGORY II BUILDING) OR EQUIVALENT AT EACH JOIST TO RIM JOIST FL inada a VASD CONNECTION. _ .:+.,.�: ; •ya," .•. .,.,;.tin y..; ..1,��.s... qt4• ,L ,� .s:.•..c:...v-�.• OMINAL DESIGN WIND SPEED =132 MPH IS26 —FL. PRODUCT APPROVAL g FL 10655,111 ATERGORY II BUILDING ) - (3) 2 X 12 P.T. STAIR STRINGERS (TABLE 1609.3.1) 2 X 10 P.T. ATTACHED POSTS 3s co dgu ) 1 USING (4) SIMPSON'S SDS 1/4"X 3-1/2" WOOD SCREWS US / 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10 ' OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION. USING SIMPSON'S LSU26 JOIST HANGERS OR EQUIV. Leonard G. "Geoff' Wood (2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY) LSU26—FL. PRODUCT APPROVAL # FL 1� DBL. 2X10 TO POSTS USING SIMPSON'S LUS 210-2 P.E.#47377 I U 210-2—FL. PRODUCT APPROVAL j FL 106 5,107 318 S. Scenic Ste. 100 ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER Lake Wales, FL'33853 Office: 863-589-5980 ALL FASTENERS IN CONTACT WITH P•T. 1 LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL Fax:1-866-865-2044 Drawing Number. FloorMall Construction Senyb Engineering Services 31 B S. Scenic Nwy, Ste. 100 Lake Wales, FL 33a53 © CDP7•RIGHT 2013 J j ! I 7/16" MIN. ROOF SHEATHING LAYERS OF 15#-FELT OR EQUIVALENT SIMPSON'S H10A OR EQUIV. FIBERGLASS SHINGLES OR LMCLASS ROOF RATING. \�_ f MANUFACT�l1RERRS SNST7RUCTIINSTALLED PER EDGE VENTING NAIL DOUBLE TOP PLA)TES TOGETHER SPACING. FACEENAILLDOUBLE TOP 16"TES AT NAINT/SP EQUAL) TINS WITH MIN. (F2�16d or (3) 9-10d X 1-1/2" FASTEN ERS—RAFTER-- 9-10d X 1-1/2" FASTENERS —TOP PLATE SOP � 36 MINFLASHING STRIP ,1" SOP RLQpRLAYMENT 30 LB ASPH MET, DRIP EDGE WOOD DECK VARIES APP D OVER FELT ALONG RACK a AL DRI NAILING STARTER INNGLEES OF INVERTED TART FIRST COURSE START THIRD RSE WITH FULL\ WITH FULL STRIP STRIP MINUS FIRST TAB RgE �7ART S NWIPC IM 1/2 TAB THREE TAB SQUARE BUTT STRIP SHINGLES NTS STUD TO TOP PLATE CONNECTION SIMPSON H2.5 STRAP OR EQUIVALENT 7�(2) 2 X 4 TOP PLATE —STAGGERED SEAMS TYPICAL DOOR OPENING 2X4016"D.C. FASTENED W� (2)-16d EN NAILS ' & B 2 X 4 STUDS #2 CONSTRUCTION GRADE SPRUCE —MIN 1/2- PRESSURE TREATED SHEATING WITH APPROVED HOUSE WRAP VINYL SIDING EXTERIOR (INSTALLED PER MANUFACTURER'S INSTRUCTIONS) 2 x 4 PT BOTTOM J PLATE FASTENED W/ MINIMUM STUD TO BOTTOM PLATE CONNECTION DIA x 1/2" GE ANCHORS SIMPSON H2.5"STRAP OR EQUIVALENT WJ (1) 2Cx 2' THI 1 2- EMBEDDED) THE NAILING PATTERN FOR THE P.T. SHEATHING SHALL BE EVERY 3" ON THE EDGE OF THE P.T. SHEATHING AND EVERY 6" IN THE FIELD. WALL HEIGHTS OVER 8' REQUIRE INTERMEDIATE BLOCKING AND MALL 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 NF1P. 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) AI T C --- -- - - - -- --- -- TF ESE PLANTS AND ALL PROPOSED WORK - - - - - ----- _ ARE SUBJECT TO ANY CORRECTIONS -REQUTAW-BY-PIELB-jNSp6CTORS THAT MY BE NECESSARY ITV 0q ER M COMPLY WITH ALL APPLICABLE CODES, .; F OPY ILE C REV: 09/12/2014 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. 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) VASO =NOMINAL DESIGN WIND SPEED = 132 MPH (gTERGORY II BUILDING) `,FABLE 1609.3A) Leonard G. "Geoff' Wdod P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863589-5980 Fax:1-866-865-2044 W la uJ7 LIJ i m w z Z co Drawing Number: Construction Details :nyb Engineering Services 8 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 J