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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: REVISION FEE: 1. LOCATION/SITE ADDRESS: q,4 PLANNING & DEVELOP BUILDING & CODE REGI 2300 VIRGINIA FORT PEERCE, F] (772) 4624 APPLICATION FOR BUI PROJECT Kt-lnus t) 2. DETAILED DESCRIPTION OF PROJECT RFViRinNS: 3. CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 3u CITY: PHONE (DAYTIMP.- 4. OWNERAWILDER INFORMATION: eon o Iw w W, .s 312�-,5tN Gm -f't ST. LUCIE COUNTY CERT. #_: :; 1)0 b i FAX: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: 21P: PHONE (DAYITY E): FAX: SLCCC: 9/23/09 Revised 04/26/2010 a r 3Q 1 L � HANDRAIL GRIP SIZE 'Za.- 2 24' max. NONGIRGULAR CIRCULAR (113111,543TXp� 13 PenmeEer 4' >.8a° do za RECESSED Permetier: ss�' *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. * HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. 2X2BALU MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SDS WOOD SCREWS OR EQUIV. AT 16" O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION - 16" O.C. FLOOR JOISTS USE SIMPSON'S LUS26 JOIST HANGERS, (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. LUS26 —FL. PRODUCT APPROVAL # FL 10655.111 30" GROUND ANCHOR W/ TIE DOWN STRAP (EACH SIDES OF LANDING) "4" X 2" ANGLE BRACKET USING (4) SIMPSON'S SDS 1/4"X 3T1/2" WOOD SCREWS OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION. (2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY) DBL. 2X10 TO POSTS USING SIMPSON'S LUS 210-2 LUS210-2—FL. PRODUCT APPROVAL # FL 10655,107 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 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 FLIGHT )F STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE 1SURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJEI ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 1LLEST BY MORE THAN 3/8 INCH. X 6 RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. ING ,SHALL NOT PERMIT A 6 DIAMETER SPHERE. ATTACH BALUSTERS TO TOP & BOTTOM W/ (2)#8 WOOD SCREWS OR EQUIV. CE I IN �, x 130Z- 00$1W ST. LUCIE COUNTY BUILDING DIVISION REVIEWED VOR 0" E��� REVIEWED BY �..J DATE 110-5 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. J. CONCRETE OPTION: - IF::STEPS ARE' INSTALLED ON EXISTING CONCRETE, THE GROUND ;,.ANCHORS,. TIEDOWN STRAP AND ANGLE BRACKET CAN BE _ OMITTED. THE.„e..T. 4 X 4:'POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB -USING SIMPSON'S L—BRACKET OR EQUIVALENT. 'I (3) 2 X 12 P.T. STAIR STRINGERS 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10 USING SIMPSON'S LSU26 JOIST HANGERS OR EQUIV. LSU26—FL. PRODUCT APPROVAL # FL 10447.14 ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL These plans and specifications comply with Section 1609 of the 2010 FBC-Residential V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) (TABLE 1609.3.1) s and gu ) _'J � I ) 10/6/0 Leonard G. "Ge0 ' Wood P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 8635895980 Fax: 1-866-865-2044 till5 0 8 tell a o r---� s z a UA_ � s a w>< 0 �M o° a� nm I - no 0-j o z w ^:dE�a �L) _� P s -i w F- m m $ U a c om Drawing Numb S1 STEP CONSTRUCTION Senyb Engineering Services 318 S. Scenic Hwy, S1e.100 Lake Wales, FL 33853 Office: 863-6895980 © COPYRIGHT 2011