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Home My WebLink AboutRevisionsPlanning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 THIS IS NOT A RECEIPT Permit Number: SLC- 1 3'0 Contacts: Contractor Property Owner Job Address: 204 NETTLES BLVD NRevis753 Payment Slip Online address: http://www.stlucieco.org/planning/permifting.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule Permit Date: 23 September, 2021 MOBILE HOME Edward Paul Grundel / Tom's Mobile Homes, (407) 957-9685 Inc TOMSMH.ED@GMAIL.COM;NANCYARMSTR Fax: ONG61 @GMAIL.COM Ronald M Bernhard Fax: Fee Description: N-Revisions to Permit Plans (per each revision) Amount Due: $63.75 Total Unpaid Fees: $63.75 To check the status of your permit, day or night, use our on-line progam: http://www.stiucieco.org/planning/permitting.htm Copy and paste this in your internet browser and add it to your favorites. %- z I.Dl- 1 9/23/2021 9:17:13 AM 1�- k 44e-a r REVIEWED FOR MP ANCE REVIEWED BY DATE - PLANS AND PERMIT MUST BE KEPT ON OR NO INSPECTION WILL BE MADE. DBL. 2X10 W/ 1/2- P.T. PLWYOOD SANDWICHED GIRDER BEAM (STAGGERED NAIL PATTERN) FASTENED TO OUTER P.T POSTS USING SIMPSON'S ACE4 (MAX) OR EQUIV. SEE NAILING SCHEDULE CHART FASTENED TO INTERMEDIATE P.T POSTS USING SIMPSON'S AC4 (MAX) OR EQUIV. HART FASTEN DE NAILIN TO P.T HE SCDULE JOISTS USING SIMPSON'S H3 CLIP 32" O.C.(ALTERNATING SIDES) (GIRDER BEAM TO EXTEND FULL LENGTH OF DECK) NAILING SGiEDUIE TYPE FASTENERS µ BEAM -- SIMPSON'SACE4 11-16d 10-IW SIMPSON'SAC4 14-16d 14-16d �y JOIST BEAM SIMPSON'SH3 4-8d 4-8d P.T. 4 X USE SIMPSON'S SKEWED HANGER OR EQUAL AT ANGLED CONNECTIONS GIRDER BEAM BELOW MATELINE JOIST--\ GIRDER TO MATEUNE JOIST USING SIMPSON'S MSTA15 OR EQUAL ® 4'-0" O.C. AND WITHIN 1'-0" OF EACH END AO 1 zo USE JOIST HANGERS OR EQUAL AT EACH GIRDER BEAM BELOW MATEUNE JOIST GIRDER TO MATELINE JOIST USING SIMPSON'S MSTA15 OR EQUAL 0 4'-0" O.C. AND WITHIN 1'-0" OF EACH END II STAIR AND LANDING ILLUMINATION REQUIRED 11 USE JOIST HANGERS OR EQUAL AT EACH T X 3 P .T. FACE PLATE SPAX EXTERIOR SSCREWSEWS IN. (3)- /4 FASTEN 5/4 BOARD OR EQUAL TO P.T. 2X8 JOISTS WITH 3- D NAILS PER CONNECTION FLOOR JOIST TO PERIMETER JOIST CONNECTION USE JOIST HANGERS SIMPSON'S LUS28) OREC AT EACH JOIST CONNECTION. 3'-0" DECK HEIGHT = 5 STEPS (MIN.) V-0" DECK HEIGHT = 7 STEPS (MIN.) P.T. 2 X 10 W/ PLYWOOD— LYR GIRDER BEAM 6" 7'-10 1/4 SITE -BUILT DECK CONSTRUCTION DETAILS y / //� RECEIVED SEP 2 2 2021 St. Lucie County I'crmitting - DB P.T. 2A 10 G DER B M W/ /2" P.,T." Duna P.T.4X4 EXISTING STRUCTURE I! S N DBL T. 2) 10 W A 1 PLY OD LYR F N USING 16D /AILS / EQU C / TAGGE ED AlNG PA RN) DEC DBL T. 2 O W/ .T. 1/ PIL D LYR FAS USI 16D AILS O EQUA STAG RED N ING P i n i0 N F TEN P.T. a X 4 POSTS U G SIM ON'S 5' AC4 0 ACE4 T. 2 8 SP //SP 2 T. LIMBER - 16" C FAS USING 16b N� S. W 28, OR QUALM 5 OS� j • P.T. DBL. 2 X 10 W/ PLYWOOD LYR T. 4 X 4 POST MATE LINE JOISTS P.T. 4 X 4 POST NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL P STS' .T. MIN 4 X 4 POS N TO CONCRETE SLAB (EXISTING) G SIMPSON'S ABW44 OR EQUIVALENT (2) 1/2' DIAMETER THRU-BOLTS WITH WASHERS, MIN. (4) 4-1/2" SPAX LAG EXTERIOR SCREWS OR EQUAL AT EACH POST DBL P.T. 2 X 10 GIRDER BEAM W/ 1/2" P.T. PLYWOOD LYR (REFERENCE GIRDER BEAM CONSTRUCTION DETAILS) MIN. UNIFORMLY DISTRIBUTED LIVE LOAD - STAIRS = 40 PSF 11'-11 3/4" 5/4 BOARD OR EQUAL P.T. 2 X 8 FLOOR JOISTS @ 16" O.C. �kp .T. 2 X 10 W/ PLYWOOD P.T. DBL. 2 X 10 W/ PLYWOOD LYR YRGIRDER BEAM MATE LINE JOISTS-P.T. 4 X 4 POST .T. 4 X 4 POST SIMPSON'S ABW44Z OR EQUAL-� EXISTING CONCRETE SLAB (GOOD CONDITION) ALL DECK/STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER STAIR TREAD AND RISERS 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. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE DO NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION 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. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, .OR EQUIVALENT. NOT ALLOW A 4" DIAMETER SPHERE NOT ALLOW A 4' DIAMETER SPHERE 1.) HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 2) IMMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. *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. *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE 09-17-2021 CENT ....... � C E NSF. y r'. o. 56196 #,s TATE OF e � �K, O sOR... \ , s/ONAL E�110 '��Illll ill` FEMA FLOOD ZONE "AE-4" EXPOSURE "D" 2020 FBC-Resldentlal (7th Edltlon) V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH VASD -NOMINAL DESIGN WIND SPEED =132 MPH (TABLE 1609.3.1) (3 second gusts) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-589-5980 Fax:1-866-865-2044 a� m ii�N w m8a� � 0 RamLb a Ill a�tu a > goy r� W N CO 9m F B�Q0 tE 0 �so'ES 2 sq n ro � v�8o n IU Q v h m i N 0 m y N C N r ALL CO LU m C ZOO LU UZ>= v C Z M o L U W ❑2 CO fl N Z mU 0it w a5 w c$� �mui ai aa) 2 W O z CO ui ❑ V 0 LLI N � 1=mLL:o. oUW rn ao> ur v a: 10 Drawing Number. DECK CONSTRUCTION Senyb Engineering Services 50 W. Central Ave. Lake Wales. R. 33853 _ @ COPYRIGHT 2020