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HomeMy WebLinkAboutREVISIONjr_ _� FFICE USE ONLY.- �I�ATE FILED: JL By VISION FEE: t !ude (4, unlj PERMIT # 0 iD ' �a RECEIPT # n J PLANNING & DEVELOPME BUILDING & CODE REGULA 2300 VIRGINIA A FORT PIERCE, FL 3498 (772) 4624553 APPLICATION FOR BUILDING I PROJECT INFO $ION LOCATION/SITE ADDRESS: �13 P � 0- �p � � ►�.I a L� DETAILED DESCRIPTION OF PROJECT f' REVISIONS; i , CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: 5 -io- c ADDRESS: 3 qq CITY: 1� C L91 ( STATE: 'CZ ' ZIP: PHONE (DAYTLVIE): �C57 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZiP: PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 04/26/2010 13oke- C HANDRAIL GRIP SIZE 7a'- 2' a. max. E x a ml rga'"S NONCIRCULAIR CIRCULAR RECESSED 111311,54.3 Type 13. , [R31;1,5 b.B Ty a 111 pradmoter: �4" s.6a' P811meEOr; s&; *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 SDS 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. I US26 —FL PRODUCT APPROVAL # FL 10655,111 30" GROUND ANCHOR W/ TIE DOWN STRAP (EACH SIDES OF LANDING) "4" X 2" ANGLE BRACKET (1) 2 X 10 P.T. ATTACHED TO POSTS J USING (4) SIMPSON'S SDS 1 /4"X 3-1/2- 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. 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 DF 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 PROJEI 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. 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 SPHERE 4-3/8" TO PASS THROUGH. THESE PLANS AND ALL PROPOSED WORK .:::ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES" j FILE IVOF�4Y A PERMIT SPHERE. ATTACH BALUSTERS TO TOP & BOTTOM W/ (2)#8 WOOD SCREWS OR EQUIV. a �-�"3ADWG DIVISIONS dUC REVIEWED FOR MP CE REVIEWED BY DATE lb -1.2 • PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. c ►<r•, - - r, � f� -;- � yr- # ' � � �' '� �'� .L � 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10 USING SIMPSON'S LSU26 JOIST HANGERS OR EQUIV. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. AL-L—S-T-AIR-C-OMPONENTS T-O-BE--PRESSURE-TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL V LILT =ULTIMATE DESIGN IMND SPEED = 170 MPH (RISKCATERGORY II BUILDING) VAS =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) (FABLE 1609.3.1) 3 sec nd gu ) C�J3 Leonard G. "Geoff' ood P.E.#47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 8635895980 Fax: 1.866-865-2044 AIM Drawing Number. S1 STEP CONSTRUCTION B S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 Office: 883-58M980 © COPYRIGHT 2011