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HomeMy WebLinkAboutConstruction PlansNOTE 4" CONCRETE SLAB (3000 PSI) OVER STRUCTURAL NOTES: THE FOUNDATION/PIER SYSTEM IS DESIGNED 6" X 6" X I0/10 W.W.M. OR FIBRE MESH OVER • SOIL BEARING CAPACITY MIN. 2500 POP TO RESIST FLOOD ELEMENTS OF FLOTATION, 6 MIL POLYETHYLENE VAPOR BARRIER OVER v ALL STRUCTURAL CONCRETE SHALL DEVELOP COLLAPSE AND LATERAL MOVEMENT PER CLEAN, POISONED, COMPACTED (TO 2500 Fl A MIN. COMPRESSIVE STRENGTH OF 2500 PSI FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. OR 95% DENSITY) FILL. At 28 DAYS. ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SPECS A-615 • MIN. GONG. PROTECTION FOR RE -BARS: FIGS. 3" BEAMS: 112" SLABS: P PILE Copy �'-�" FILE . LAP Is�INFORCINGIBA IR5 30INCHES PI --I 3 SSG CsLlST A MINIMUM OF 4" OF CONCRETE EXPC�511RE G 3'-0" FLATWORK BETWEEN MODULAR 3'-0.. TO VENT UNIT t PROPERTY LINE. 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' Sx i i9 FZ $ ____ _ 11 f_ ____ i l ___ _-_ ____ _ d' r 5 _ __ ____ __ - __ ____ g "___,____.- 5 -� IT' --' - - /I 1 WALL TO / 0 - 0 L no O © © + -- © 0 i ❑ 0 - PROVIDE I _' ACCESS FDAL TO _ PROP LINES ®- - - -_ - -- - - i -MOOR 5 OFF - -r-_+ + - - + -f. - - + - -r +_� -� + r_+ - r + -- - { -- - + - ❑ -- it 3 3'-0" LL. -8 31-0" 2X4 WA 31_01 70 VENT-- ----- --- ---- wl % TO VENT ZX COI-IPV51TE DECKING ATTACHED W/ (2) h0x3' GALV DECK SCREWS AT EACH BEARING POINT UNIT TO BE TIED DOWN 2X6 SYP STRINGED PROVIDE (2) �9 X 2-j" DECK SCREWS TOE -NAILED (2) %" GALV LAG SCREM AT EACH VERTICAL MEMBER OF KNEE WALL SIMPSON LU28 AT STAIR STRINGERS TO 2X8 DECK WALL COMPLIES WITH UNIT JOIST SUPPORTS OR MANUFACTURER'S PERIMETER (2) %" GALV LAG SCREWS WALL BLOCKING REQUIREMENT AT STRINGER TO POST HYDRO VENT SEE PLAN I 2X4 P.T. SYP KNEE WALL W/ STUDS s 16" Or- 4X4 FT POST W/ ( W/ Y41,GII TAP -CONS . 24" OC SIMPSON AE44 (BOTTOM PLATE) W/;" COX PLYWOOD W/ Ii W/ VINYL LAP SIDING FILF Co, -/ 9f ill WEDGE � CONCRETE THICKENED EDGE: MANCHOR ANCHOR (RED HEAD) 8"D X 8"W W/ (I) 45 RB GONT (SE (SEE DETAIL) 2X6 SYP ECK SECTIONA — A JOISTS o I6" OC SCALE: 3/4" . P-0" 2X8 SYP FLOOD E S AIR DETAI VENT 4 DE DETAIL 36 - VINYL PER 322ZZ. ll) SQ. IN. FOR EACH SQ. Ft. OF ENCLOSED AREA EACI-I VENT COVERS 221 SQ. 44A4 IL FLO �r —�__ 2X8 SY -- — _� ----- _____ -- ___ E AI R DETA :IK DETAIL o � ANPIN5 _ " 4 10 _ ,I 2 8 NOTES: W/OHEXvBBOLTS NECK W/INUTS�4' LG. TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (B) FOR VERTICAL TENSION. 2X& SYP DE A -BOLT B-BOLT 5/8"-11 X 2-Y'4" JOIST SUPPORTCW (2) III GALV LAG SCREWS _ _— -- 1,_11 `__ -'FP` BECK __� I m ER TH 15 ' VINYL �.RMIT) Il_ � ! =_ ���\ __— —_� n D APPROVAL. vENT ..— 77DUCT SYP 4'- 4'-0"T. 4- / 221 • 5 VENTS POST FLOOD - II 38'-6 VENT RIPPED _064 Ej SYP BLOCKING FOR 2X6 SYP r :°-" " J L ANGLED STRINGER _ 2X6 SYP s =_ _ �` .- _. r. %"x1" WEDGE ANCHOR . , 1 4r (Rm HEAD) ANGLED I I STRINGER TIE =DOWN /F I E R RE Q i RE � N T 5 L J CONCEALED FASTENERS ORAnAl ARE THE RESPONSIB SCALE. I/4 I 0 v' M I 5 2 ANCHOR CONTRACTOR OR RECG'! - �,/ BY: TIE DOWN ENGINEERING 0 MAX UPLIFT PER T DEVICE IS 4,150 LBS I -BEAM PART " 59002 FRAME ATTACHMENT FOR FACTORY BRACKETS STRAPISWIVEL CONNECTOR SOME HOMES MAY HAVE FACTORY BRACKETS WELDED t0 THE I -BEAMS FACTORY a AL ROOF PANELS ROOF FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO BRACKET WELDED MUN ER SEPERATE PERMIT. THE FACTORY BRACKETS USING A j" GRADE 5 BOLT 4 NUT. ANCHORS/TIES WALL ATTACHMENT TO T PANELS ADDRESSED UNDER ALUM PERMIRMIT MUST BE INSTALLED TO PROVIDE l i A 450 OR LOWER STRAP ANGLE. FI LE kik I 11_4n 5,_4,n 5'_4n 51_4n 5,_4n 51_4x W-4x Y 5,_411 I1_/II U o ST. LUCIE COUNTY BUILDING DS ION r - ---- -------- ------ _ , { r y -� REVIEWED FOR COM IANC --- _ 1 o - --- + J Jr- -----------1 r, _ ___ ---- REVIEW DATE HRJ PROVIDE Xe MACHINE BOLT T I -BEAM PLANS AND PERMIT MUST BE K 0 JOB 6,-011 W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR SITE OR NO INSPECTION(S) WI L MADE OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE AS SHOWN o-� TIE DOWN ENGINEERING DETAILED INFORMATION) Pill COr `�---_--- 1` 1IR ----(SEE - JJl------- -k FIBL1r E 21-511 51W11 `' II_pn II_pn 41_�11 51_pn 21-511 Y .J Y .J V f Jly--------- O 0 STRINGER 4 2X6 SYP DECK JOISTS' 16" OG 2X COMPOSITE DECKING 2 LENGTH VARIES ATTACHED W/ (2) 1111 m GALV DECK SCREWS AT EACH BEARING POINT SEE STAIR DETAIL SIMPSON FACE MOUNT 4X4 SYP HANGER LU26 POST SIMPSON Ill STRAP h RIPPED 4X4 luu Lu SYP BLOCKING FOR 2X6 SYP ANGLED STRINGER 2X6 SYP ---------- ANGLED 08 GALV SCREWS STRINGER CONCRETE (2) EACH SIDE J9 WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONC W/ 3" EMBEDMENT MIN W/ SIMPSON A544 POST BASE DECICONNECTION DETAIL DECK 1=RA1" I I'-011 SCALE: 1/4" in P-0" EXISTING MODULAR 1. BEHIND STORAGE 0 SECTION B-5 ° rr,- LJ oo ill -or - ; u; l �,- iu o EG4E IR' • I'-0' ❑ ❑ - O F- (3 --------�7T- - - ---- T£3- E3 - ---- y- {{� , L J� � �--PROVIDEIe ----- ------- ----- -�E3- - ----- JE3;------ -?�TJ MACHINE " HINE BOLT THRI I -BEAM W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR v ©�e,��--^ OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE Tl I L 7`/ As SHOWN (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) ST. LUCIE COUNTY BUILDING DIV N FOR COMPLIANCE <\� REVIEWED REVIEDATE B 0 ------� ____________�,' £ - r----------- r�' ® E -------��Tjr PLAN AND PERM MUST BE KEPT OB SITE OR NO INSPECTION(S) WILL MADE .E�l-_-_______ �f,_____________1r �� r _ __ ______ —'C —��i lJ ,' ❑ ❑ ❑ o o ❑ o ❑ ,I 11_411 41_�II 41-1311 41_p11 41_pn 41-p11 1-1311 41-12111 4 T"iI. MULTI-WILDE TIE-EDOWN PLACEMENT, SCALE: 1/4" - I'-0" 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. DEL 2X6 PT TOP PLATE SIMPSON SPH6 AT EACH STUD 2X6 PT WALL W/ STUDS • 161, OC MATCH EXISTING SIDING 4 VAPOR BARRIER ON V PLYWOOD ON 2X6 PT WALL SIMPSON SPH6 AT EACH STUD 2X6 PT BOTTOM PLATE Will %'i WEDGE ANCHORS ® 3011 OC W/ 3"x3"ni WASHERS EXISTING SLAB N.T.S. (FOR VISUAL PURPOSES ONLY) TREAD + P NOSE STAIR DETAIL N.T.S. PROVIDE (3) "IOx3" DECK SCREWS AT EACH 2X6 SYP DECK JOIST TO ANGLED 2X6 SYP STRINGER 2X COMPOSITE DECKING ATTACHED W/ GALV DECK SCREWS AT EACH BEARING POINT S in > WINDOW BUCK DETAILS TYPICAL ALUMINUM UJINDO.0 JAMB ATTACKED TO STUDS PER PRODUCT APPROVAL i � EXT� _00fR DETAILS DOORS 5Y DOOR 1 IANUF. ATTACKED TO STUDS ( PER -PRODUCT APPROVAL \-- - - - - - - - - - - - - - - - - - - AI1 W :TS 2XI2 SYP STRINGER 2XI2 SYP STEP IX8 SYP W/ DECK SCREWS Wb" X 3" GALV. HEX SCREWS 4-REQ'D. R NGLE APGONS - urfii- U FASTENERS OR ATTACHMENM ARE THE RESPONSIBIUTYOFTNE CONTRACTOR OR RECORD 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 - 5TH ADDITION FILE C00v ■■ 2-10 X P NON -CORROSIVE SMS. s EACH PICKET POST _""'!l 1 1 CONNECTION. WIND AGAINST FACE OF UNIT: I J " PICKET TOP PLATE TO POST 4 POST TO CHANNEL W/ 28b25 x 46 in10.2 80. FT. x 45 PSF. in45S LB. UPLIFT 1 h0 x I-15" S.M.S. 144 459 - 360 LB. UNIT in 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISIR TAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LEIS. AT }"'1 `«/ HAND %` I DETAIL A EACH OF THE 4 CORNERS. �—'tl THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE. N.T.S. A 4" SLAB, 42" X 52" WEIGHS 'l LBS. VINYL 2x2 RAIL POST ATTACHED TO VINYL 010 S.S.S. MIN. K CASTERS 2" EMBEDMENT. 4-REQ'D. y� X" S.S.S. MIN. V EMBEDMENT. 4-REQ'D. 2X6 SYP 2X6 SYP DECKING STRINGER ALL LU'`5ER SMALL 5E 5Yf= PRESSURE TREATED RAILING 5A5E wire IAL 5ELOW FLOODV MUST 5E CONSTRUCTED RESISTANT MATERIAL, IN ACCORDANCE WITH 22 OF THE 2011 RESIDENTIAL 5UILDING CODE. � V V V V� I V V V V V V V V V V — v THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DESIGN CRITERIA PER FBC - 201"1 11 EDITION REVISIONS BY PER El JB DEPART. 1/21/I PER BLDG. JB . DEPA 8/5JI8 U .p W) O � U N " n w� 0-4 0 � N wO i2 L°p� u O, .- W W d� 0� WM.I A Z o "P4 F, w w O F CrJ Cif w° 0 z W 1-i �,t F+1 W W El W 00 cc z 0 0 �04 a Date: Cl-11.2019 Scale: 1/411 " 1'-0" Drawn: MM/BGM J O b: 5 STAR LOWREY Sheet: 1 Of I Sheets