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HomeMy WebLinkAboutREVISION��ABN1NED OFFICE USE ONLY: �+ /y DATE FILED: \W Saulciec Iream,/ PERMIT # 1906-0112 REVISION FEE: �S' �� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ONA FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT RE Y PROJECT INFORMATION LOCATION/SITE ADDRESS: 10725 s ocean drive Jensen beach fl 34957 lot# 117 DETAILED DESCRIPTION OF PROJECT REVISIONS: stairs detail location stair detail with hardiplank enclosure Flood vents added to stairs CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: cra005706 ST. LUCIE CO CERT. #: BUSINESS NAME: smithomes inc QUALIFIERS NAME: Robert smith ADDRESS: 2903 industrial ave two CITY: It pierce STATE: fl ZIP: 34946 PHONE (DAYTIME): 7722231179 FAX: OWNER/BUILDER INFORMATION: NAME: Pallazio ADDRESS:10725 s ocean dr Jensen beach fl 34957 CITY: STATE: ZIP: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: oac eng ADDRESS: 517 sw halkell dr CITY: pal PHONE (DAYTIME): 8OD-5700 SLCCC: 9123109 Revised 06130117 STATE: e FAX: FAX: ZIP: 28'-4" 36'-4" 1 • ri s 'iN; - i------ �`---- j `--------- - ,,. 5 0 14 4 4 1 4 _f - , -4' 4 4, I' 4 -4" — 8 - oEE I -- --- PECK EDETLAIL SL 5 -9 5'-9" 5'_5" 5 9 8 5' STAIRS SKIRTED IODULA LLY O MATCH , . L - _- © -- 0 OL - O -- -- -- --F- -- T '� FLOOD D 00 NITS " 1 m ------�---' 1 �E L ----�---`---'-- -- --- F - A IT7 UN A S AI Nc� �oNc�tE EpI pEEa E�' tzAT� -- ---- --- �-��-- - - ---- - --�-- --- - ---- ---- --- ---- ---- - 0 36" HIGH 4 lmE z d FPE%'IIT1 Ilra-�3 1 I INYL RAIL " „-- 1 _ _ _____ - IT---------1_ITIW3 r---- 1---- i----- 1 „ 1 — — —I —"' F ---- ---' - ----'-----�-- —; -- — -- -- — -- �-----`----i- 00 © �0 - a - L LL - 3'-0" CLEA O - - - --- - 3'-61. TO VENT -PROVIDE 30X30 PROVIDE 30X30 ALUM ACCESS ALUM ACCESS DOOR. DOOR. T I = D OLUN/P I R R OU I R 1 I NTH SCALE: 1/4" = 1'-O" ACCESS DOORS TO BE BUILT ON A I" X 2" OPEN BACK FRAME SECURED WITH 010 X 2" SHEET METAL SCREWS, WITH A HALF-Z WRAP (08 X 3/4" TEKS ON THE FACE)t DOOR SLAB IS SCREEN DOOR MAINFRAME 010 X 1" SHEET METAL SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCC COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2 STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR LATCH FOR HARDWARE.. STRUCTURAL NOTES: SOIL BEARING CAPACITY MIN. 2500 PSF ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT 25 DAYS, 48" ALL REINFORCING: STEEL SHALL BE GRADE 60 NOTE: MEETING ASTM SPECS A-615 I THE FOUNDATION/PIER SYSTEM IS DESIGNED , MIN. CONIC. PROTECTION FOR RE -BARS: TO RESIST FLOOD ELEMENTS OF FLOTATION, FTGS: 3" BEAMS: I'iz" SLABS: I" COLLAPSE AND LATERAL MOVEMENT PER LAP REINFORCING BARS 30 INCHES MINIMUM FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. EXPOSURE IICII - 110 MPH 3 SEC GUST HYDRO VENTS IN KNEE WALL TO SE MODEL FFNF05 FAR 32222. (1) SQ IN, FOR EACH SQ. FT. OF ENCLOSED AREA. EACH VENT COVERS 220 SQ FT. a L H IL PER PRODUCT APPROVAL. I STAIR DETAIL ll4 SQ FT. / 220 3B VENTS 4 DEC DETAILS ST R5 FULLY TOTAL VENTS PROVIDEp 4 TED0MATCH �.�.„.. .... .. .. .. .. „„„„„„„„„ I -BEAM PART • 59002 BRACKETS FRAME ATTACHMENT FOR FACTORYCONNECTOR CONNEC ® SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE 1-5EAM5 FACTORY® FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO BRACKET THE FACTORY BRACKETS USING A I" GRADE 5 BOLT 4 NUT, ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 45' OR LOWER STRAP ANGLE- -4„ 51_1„ 51-111 5,__i 5,_1„ L 5'-1" 51_111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ,------- �c�*-------- 34 ------ j 1�}-`------ ------ �,---- --------- ��---- PROVIDE X" MACHINE BOLT THRU I -BEAM W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR OR LESS WITH RADIUS CLIP (2) MIC62 ANCHORS AT CONCRETE OR LESS AS SHOWN (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) 77 L_iL1�______________?-__-------______�I._____r O___--_-,�,,i-J V-2„ Sri rig r r� r� r r,, ❑ 10,01 ❑ C 101 ❑ ❑ ❑ r� O{�T -- r� __-_ TT ---- - ---- ____ z..-----TKO-- r - L �1______ - �L1 ___- --____ --1 _ --___ _, _____ _____ _ -_� \ -- PROVIDE V' MACHINE BOLT THRU I -BEAM W/ (2) TIE DOWN STRAPS SWIVEL CC HECTOR OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE OR LESS AS SHOWN (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) �JLE3---0 a ---------' -r' u�L ---- 'f3_---_0_-=-----_;`;; I ___ _-______ LL____0 __________L0cy______________ ------- __' o__ ❑ TAP. MULTI -WIDE TI -DOIUN SCALE: 1/4" = 1'-0" ACEMENT 5-BOLT _ ._.. .I X 2-3/4" L _r� U NOTES. L 2-6ALV. BOLTS %"-II X 2-Y/4" LG. W/ HEX. SQ. NECK W/ NUTS R (RED HEAD) ANCHOR TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. L J TENSION BOLT LABELED (B) FOR VERTICAL TENSION. 1" I I Cs2 ANCHOR BY: TIE DOWN ENGINEERING MAX UPLIFT PER 2X SYP DEVICE IS 4,150 L55 TIE DOWN STRAP PER SPECIFICATIONS I -BEAM 8" X 8" X 16" - CB5 BLOCK PIERS 4" SLAB W/ RB SEE TIE -DOWN/ PIER REQUIREMENTS 2X6 SYP DECK JOISTS 9 16" OC 2X8 SYP STRINGER Y Z L M SEE STAIR Y DETAIL / 4X4 SYP J POST RIPPED 4X4 SYP BLOCKING FOR 2X6 SYP ANGLED STRINGER 2X6 SYP ANGLED STRINGER 2X8 5YP PECK JOIST SUPPORT W/ (2) J" GALV LAG SCREWS UNIT TO BE TIED DOWN 2X COMPOSITE DECKING ATTACHED W/ (2) •I0x3" GALV DECK SCREWS AT EACH BEARING POINT 2X6 SYP STRINGER (2) 3/9" GALV LAG SCREWS SIMPSON LU28 AT STAIR STRINGERS TO 2X8 DECK JOIST SUPPORTS OR (2) %" GALV LAG SCREWS AT STRINGER TO POST 4X4 PT POST W/ SIMPSON A544 -PROVIDE (3) "10x3" DECK SCREWS AT EACH 2X6 SYP DECK T TO ANGLED 2X6 SYP STRINGER 2X COMPOSITE DECKING ATTACHED W/ (2) 010x3" GA V DECK SCREWS AT ACH BEARING POINT Y Y TS 2XI2 SYP STRINGER 2XI2 SYP STEP IX8 SYP W/ DECK SCREWS W," X 3" GALV HEX SCREWS 4-REQ'D. R NGLE APCONS TREAD + P NOSE STAIR DETA L N.T.S. VIDE (3) 010x3" DECK SCREWS AT EACH 2X6 SYP DECK J IST TO ANGLED 2X6 SYP STRINGER 2X6 SYP DECK JOISTS O I6" OC 2X COMPOSITE DECKING ATTACHED W/ (2) 010x3" 2X8 SYP GALV DECK SCREWS STRINGER I i AT EACH BEARING POINT 2X6 SYP DECK JOISTS ® I6" OC 2X COMPOSITE DECKING a LENGTH VARIES ATTACHED W/ (2) •10x3" GALV DECK SCREWS AT EACH BEARING POINT SEE STAIR DETAIL 11 SIMPSON FACE MOUNT 4X4 SYP HANGER Li POST SIMPSON MTSI2 F Q RIPPED 4X4::Z STRAP N W SYP BLOCKING IllFOR 2X6 SYP d) Q ANGLED STRINGER 2X6 SYP ANGLED STRINGER ------------ CONCRETE Y2" WEDGE ANCHOR W/ 3" EMBEDMENT MIN CK CONNEC SCALE: 112" = F-0" PROVIDE (2) MS X 2-j" DECK SCREWS TOE -NAILED AT EACH VERTICAL MEMBER OF KNEE WALL WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT HYDRO VENT SEE PLAN 2X4 P.T. SYP KNEE WALL W/ STUDS a 16" OG I W/Ya"xY TAP -CONS ® 24" OC (BOTTOM PLATE) W/ }" CDX PLYWOOD W/ 5/8" X Z W/ HA I BOARD SIDING �L ELEVATIONS F � m � N.T.S. (FOR VISUAL PURPOSES ONLY) 08 GALV SCREWS (2) EACH SIDE 4X4 SYP POST ATTACHED TO GONG W/ SIMPSON A544 POST BASE E CK F SCALE: 1/4" = I'-0" CKS TAILS NOTE: HANDRAIL BRACKETS OR BALUSTERS SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO GRASPABILITY. BOTTOM OF HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE DEPTH OF ONE TREAD FROM BOTTOM RISER HANDRAIL HAS CIRCULAR CROSS-SECTION W/ I-Y4" TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC - 6TH EDITION 'm ■ m' 2-010 X I" NON -CORROSIVE i : : 611.6. IN EACH PICKET EXTERIOR FINISH POST 4 CONNECTION. CONCRETE THICKENED EDGE: (SEE DETAIL) MICS2 ANCHOR ANCHOR S(RED HEAD)8"D X 8"W W/ (1) 05 RB CONT CAULKING PICKET TOP PLATE TO POST 4 NN� POST TO CHANNEL W/ By 010 X I-'V S.M.S. SE CT I ON A - A -LqrLL WIND AGAINST4FACE OF UNIT: HAND RAIL DETAIL. 010 WOOD SCREW N.T.S. 28/o25 x 46 = 102 SQ. FT. x 45 P.SF. = 459 LB. UPLIFT (3) PER 51DE 144 THRU FRAME TO WOOD FRAMING VINYL 2X2 RAIL POST 459 - 360 LB. UNIT = SS LBS. UPLIFT ASSUMING EQUAL LOAD DISTR. MIN IB" EMBENDMENT ATTACHED TO VINYL 010 S.S.S. MIN, CASTERS TAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS.TRI OR DOOR 2" EMBEDMENT. AT EACH OF THE 4 CORNERS. XX \J 4-REQ D. C I 1 TLR Ye" S.S.S. MIN. 1" THEREFORE STRAP, TAPGON AND SCREWS WILL HOLD UNIT IN PLACE. EMBEDMENT. A 4" SLAB, 42" X 52" WEIGHS IS5 LBS. ALL LUM5ER SHALL BE SYP PRESSURE TREATED ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED WITH FLOOD RE61STANT MATERIAL, IN ACCORDANCE WITH SECTION R322 OF THE 2011 RE51DENTIAL BUILDING CODE. 2X6 SYP 2X6 SYP DECKING STRINGER REVISIONAILING 5,�s GOp N.T.S. FG V 06 2019 THIS SETUP HAS BEEN DESIGNED oto! FOR A FLOOD ZONE INSTALLATION DESIGN CRITERIA ;;ODE OMPLIANCE PER FBC - 201-1 /oTH EDITION ST. LUCIE COUNTY ROCK REVISIONS BY REVISED I D FLOOD VENTS JB REV51ON5 PER ?A IN FIELD JB 0 n p N y t U j W �-y < kl 05 u�o o ¢o W �a. V vY� O V K x � 1 W W 0 W O F4 �t M O � W � ff LL o � Lu O ILL O d � w p Q : U Q N (�� to p 1�1 U N Lu LU --� z ca Date: 12/10/2018 Sca le: I/4" = 1'-0" Drawn: MM/JB J Ob: 5 STAR PALLAllOLO Sheet: I Of I Sheets