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HomeMy WebLinkAboutCOVERED DECK & STORAGE SHED 10-17-14ouANNE Senyb EngineeringServices COVER SHEET Engineering Projects:, ST.LUCIE CaUWY $UILDING Covered. Deck and Storage,Shed Pffl.wedNot la Notes: 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 local 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 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 (le. Z-Max-coatings from Simpson Strong -tie).-- --- - - . - - --- --- 8. 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). 9. Reinforced steel deformed bars = ASTM A615 GRADE 40 WALLS ZONE CTI WINDAREEFFEVE A PRESSURES 4 1 10 52.0 -56.4 20 49.6 -54.1 50 46.6 -51.0 100 44.2 -48.6 500 39.8 -43.2 VS 10 52.0 -69.6 20 49.6 -64.9 SO 46.6 -58.7 100 44.2 -54.1 5 1 500 38.8 -43.2 COVERED DECK & SHED STRUCTURAL LOAD LIMITATIONS: CODE EDITION:2010 FLORIDA BUILDING CODE 6 ASCE 7.10 1. COVERED DECKISHED HEIGHT: 14'41" HEIGHT MAX. 2. MEAN ROOF HEIGHT OF COVERED DECKISHED 13•0" (Max) 3. ULTIMATE DESIGN WINO SPEED: 170 mph NAND SPEED 4. NOMINAL DESIGN WIND SPEED: 132 mph NAND SPEED 6. WINO EXPOSURE CATEGORY: "D" 6: OPENICLOSED 7. IMPORTANCE FACTOR: 1A 8. INTERNAL PRESSURES: -26.9 38A INTERIOR *26.9 31A ENO 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 FLOOR LIVE LOAD: 40 PSF 14. MIN. ASSUMED SOIL BEARING CAPACITY:.:' III PSI 16. OCCUPANCY CLASSIFICATION: R3 16. CONSTRUCTION TYPE: VB STATE: State of Florida RESIDENTIAL: 2010 FBC-Residential ELECTRICAL: 2008 NEC MECHANICAL: N W U PLUMBING: ENERGY: INDEX of Drawing Package Description of Drawing Page No. Description of Drawing Page No. Cover Sheet S1 Elevations S2 Floor/Wall Construction S3 Wall/Roof Construction Details S4 Construction Details S5 Lr,�E• V-.' V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VZnK N WIND SPEED = 132 MPH BUILDING) d gusts) ` � L G �' Leonard G. "Geoff"Wooif P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863589-5980 Fax: 1-866-865-2044 r L MIN. 2.5/12 ROOF .024 ELITE PANELS (OSB TOP) W/ SHINGLES 2"X5"SM 5�� 3"X3"X.060 ALUMINUM FINISHED FLOOR LINE -- MIN. 2" BELOW F.F. RESIDENCE 4'-0" PROPOSED COVERED DECK VINYL SIDING 3/12c--- OST BEAM (FACTORY INSTALLED) NISHED FLOOR LINE----------------- 4-- CONCRETE SLAB 21'-8" EXISTING STRUCTURE FRONT ELEVATION, PROPOSED STORAGE SIDE ELEVATION NOTE: SHED CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REAR ELEVATION E SLAB 21 r 0) I I� _ co I Q� I 0 FINISHED FLOOR LINE (HOST STRUCTURE) G 4" CONCRETE SLAB CONDITION) E V:-- 0:;9 :/1 /2014 7 These plans andspecifications comply with Section 1609 of the 2010 FBC-Residential 2012 Supplements V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISKCATERGORY II BUILDING) VASD = MINAL DESIGN WIND SPEED = 132 MPH ATERGORY II BUILDING) (TABLE 1609.3 ) ( eglnd gus#16/�� Leonard G/. ""Geoff'WoodLeonard Wood P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax:1-866-865-2044 w W 14 dr` m o Zm _ x d --I `! ZZO Z; _ J N YE- mU(n O � = W W ~ fn� ZZ 0 Lu $� ZED is t (J cp Z ai m U H LIU n a� w co ~ m N Y In w c �v E G 2 m v a Q U ¢ O Drawing ++Nr. Nu�umbe Elevations Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 J I r N OTE: / ELECTRICAL SERVICE TO CONNECT TO EXISTING ELECTRICAL SERVICE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 6 X 6 P.T. POSTS FASTEN TO CONCRETE ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. TEQUSLAB ALENT EXISTING) USING SIMPSON'S ABU66 OR FASTEN COMPOSITE DEC OARDS TO P.T. 2X6 JOISTS WITH ELECTRICAL LEGEND HIDDEN FASTENERS(2-1�2� OR EQUIVALENT 8,-6" 2 X 6 P.T. LUMBER — 16" O.C. GENERAL LIGHTING SITE TO VERIFY 12'-0" 2 X 6 P.T. LUMBER FACE PLATE U FASTENED TO POST USING (3) SIMPSON'S -� SOS 1/4" X 4-1/2" SCREWS OR EQUIV. w WALL MOUNTED FIXTURE I CEILING MOUNTED FIXTURE o TEPS 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 RECEIPTS AND 110 V. FIXTURES MAY BE ADDED OR DELETE AS LONG THEY ARE INSTALLED IN COMPLIANCE WITH THE NEC. NOTES I- — — 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 WTHIN 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 PROJECTIOP 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. 1.1," -2" NONCIRCULAR CIRCULAR [111311.5.6.37ype 11 Perimeter: 4" - 6;* 14 - 24 a .1 in ¢':A, -9 RECESSE6 LR311,543 Type III Petlmeter.'641^ 'HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34INCHES 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. / OR EQUIVALENT AT EACH POST JOIST HANGERS (SIMPSON'S LUS26) OR EQUIVALENT S—FL. PRODUCT APPROVAL !# FL ' 0655,113 E3EE 3 X 3 ALUMINUM MIN. (3) SIMPSON'S SIDS 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. F > TUREM HOME BE�R� / NO WINDOWS ON 10'-4" STO RAG E S H E Q 4A 1 REF. WALL CONSTRUCTION DETAILS PG. SS \2'-6,r FLOOD VENTS (IF REQUIRED)- SEE PG.S2 16"(W) X 8"(H) FLOOD VENTS �j OR EQUIV. BOTTOM OF OPENING NOT MORE THAN 1 FOOT ABOVE FINISH GRADE. EACH VENT COVERS 124 SOFT. —u ITr. LUMINUM RAILING —W MAX OPENINGS SHALL NOT ALLOW 7THE PASSAGE OF A 4" DIAMETER SPHERE STORAGE SHED #Z REF. WALL CONSTRUCTION DETAILS PC. S5 o°° OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH.E --TRIANGULAR PASSAGE OF IA 6 DIIAMETER SPHERE. 4 X 4 P.T. POSTS FASTEN TO CONCRETE SLAB USING SIMPSON'S ABU44 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—" — 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10 USING (4) SIMPSON'S SIDS 1/4"X 3-1/2" WOOD SCREWS USING SIMPSON'S LSU26 JOIST HANGERS OR EQUIV. OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION. (2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY) L3U26—FL PRODUCT APPROVAL # FL 1044714 DBL. 2X10 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 iD VENT PG. S2 These plans and specifications comply with Section 1609 of the 2D10 FBGResidential 2012 Supplements VULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD —4jijBLE1 MINAL DESIGN WIND SPEED = 132 MPH TERGORY II BUILDING) 9.3.1) 6 S and usts) l6 L Leonard G. "Geoff' ood P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 W a O V y" 5_ UELLit 0- rn� CO Z M X U Z ; LL N Z U 2 O gA N ZD5 y o eY E(n �jZZ a o ZO Z TaL O.zi1i D O W e = N D] v Y iri rn N S y C o Drawing Number. FloonWall Construction Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 i I t I NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 3X3 POST OVER 2-5/8" LONG X 1 //8" THICK ALUMINUM ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CHANNEL % 2' LEGS. POST f0 CHANNEL POST W/1-3/8' R 2-1/4- THRU BOLTS W/ WASHERS 12'-0' f ----3' X 3` POST '-O" If '-0° REFERENCE D AIL BELOW r-----------r----T-----------i I -----I —I — I ROOF I I I I b I I I I I I I I I I DIRECTION � / / N�WINDOWS E3E01F200 00 Ey EXISTING MANUFA(—_TUI2EE:) HOME / E 0'-4" 8'-611 1.2'-0" S-7" .024 ELITE PANELS (OSB TOP) ROOF TO 1_011 COVER STEPS DETAIL "F2" DETAIL "F3" DETAIL 3"X3" jRl"3"X3" — -- ------ I I ------------ --- --- — -- I SINGLE 2X5 Ml�. O 1 I 1 &DETAIL"R51" I II I / ZE ' DETAIL "R2" C3 -IF INC3 MANUFACTUF2E1 NO WINDOWS ON -81 I i —A Log 2 X 6 SP #1 CEILING JOISTS 24" O.C. MAX. SPACING (UNINHABITABLE ATTIC WITHOUT 31— 7" STORAGE) GOOF TO CEILING JOIST TO WALL CONNECTION USING SIMPSON'S H CONNECTOR NNETEQUIVALENT. COVER DETAIL "F1" OR STEPS DETAIL "F13" 3"X3" 3 X 3 X 0.060 POST I I I ROOF DIRECTION HOM ' X 2' X 3" ANGLE 3 X 3 POST TO SLAB (END VIEW) 2) �F14 X 1" SMS N.T.S. COMPOSITE DECKING 6 MIN. JOIST ANCHOR CHANNEL TO CONCRETE W/ (2) 1/2' X 2-1/4' POST TO DECK CONCRETE A XH2 OR EQUAL / (ENDVIEWI EQUIVAL�EG CREW OR N.T.S. DETAIL "71" DETAIL "72" #10 X 5' S.M.S. W/ 1 1 Y OD 1 /&*'ED. 5 NOTCH 3"x3" POST TO RECEIVE 2"" SMB WAER O 12NEO. O.C. 4' ELITE PANEL INSTALL 3 (1/2') THRU BOLTS OR EQUIV. MIIN..332"pX5" BEAM OVERHANG 7SM RECEIVIN% POST vAMES PANEL TO SM BEAM CONNECTION (END VIEW) SM BEAM TO POST N.T.S. (END N.T.S. S. DETAIL "F3" DETAIL "R1" AALM \\\\\ 7/18 OSEI EXTRUS 0iV E ROLL FORMED LOCK !gID1CCRE 0R2E� SpSPApgNG 032 GAUGE G90 POLY— R CDATm STEEL SO.CWMOD FACTORYFPNTA"LLEDTSITE EXT. \ y T OPn ONnL� BEAM 4' ELITE PANEL ;:'•'.:tr trty.y k:. ' i'�:� '." i'•+. 'N \ \ S . •. .. 1 LBS DENSI�•(_E.P.S ROOF PANEL FOL CORE (R 4 PER Y• 1,�•�E;• - r••• • •,1: \ INCH OF THICKNESS) 18 >S 9/16" S.M s INT. m ELITE PANEL W/ OSB TOP (SIDEVIEM 18 O.C. EACH SID \ N.Ts ELASTOMERI DETAIL "R5" ROOF STRUCTUPAN TO EX STINALUMINUM E (END N.T.S. DETAIL R2 ZOP 1.W 36" MIN.LAS HING STRIP 2 ZOpIfRLAYMENT 30 LB ASPH �%G� � WOOD DECK VARIES ai'2�ETAL NAILING qR gg77�� SHINGLES INVERIEDOF COURSE OF 7pp 7HI D Co�Rg� WI �RT L1SjjTR1$UROSNE� Cou�gE TRIPTMINURS F'IRSTTAB TH FULL FULTLTH FULICSTRIP MINUS 1/2 TAB THREE TAB SQUARE BUTT STRIP SHINGLES NTS 1 ' • , i 1 �` ;_ate. ��_.� n "�✓;.i These plans and specifications compty with Section 1609 of the 2010 FBC-Residential 2012 Supplements V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH (RISK CATERGORY II BUILDING) VASD MINAL DESIGN WIND SPEED = 132 MPH ATERGORY I BUILDING) (TABLE 1609 1) s co d gu Leonard G. "Geoff' W d P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 8635895980 Fax: 1-866-865-2044 gg� Sao U Ct] U 0zo� z0_- N z — m d 7 W L N L U) [ d� o0-zL' n cd cd Y r L4 E d A'0 7 (J Q Drawing Number. S4WaIlRoof Construction Detells myb Engineering Services 8 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 I