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HomeMy WebLinkAboutConstruction Plans; Modular HomeFILE COPS' MpO �UUL�AH 1 NOTE: THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "0" LOCATIONS. 31-0" CBS BLOCK TO VENT , PIERS. rirriirrri i TO VENT DIAGONAL C-OS DRAINAGEWATCHING PENOTES GliZAlwSL FILLED BELOW -. - - SCALE: 1/4" - 1'-0" FACCESS TO BE E3UILt ON A I" X 2" OPEN E3ACK WITH 410 X 2" SHEET METAL SCREWS, P (•a X 3/4" TEKS ON THE FACER SCREEN DOOR MAINFRAME �10 X I" SHEET INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCO COIL FOR THE FACE OF THE DOOR, ATTACHES TO FRAME WITH 2 STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR LATCH FOR HARDWARE.. to VENT PER 32222. (1) SQ. IN. FOR EACH SQ. FT. OF ENCLOSED AREA. EACH VENT COVERS 221 50. FT_ _ . PER PRODUCT APPROVAL. 913 SQ. FT. / 221 = 5 VENTS I -BEAM ■ FRAME ATTACHMENT FOR FACTORY BRACKETS SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE 1-5EAMS FACTORY LDE FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/Su11VEL CONNECTOR TO BR,r THE FACTORY BRACKETS USING A i" GRADE 5 BOLT 4 NUT. ANCHORS/'11ES MUST BE INSTALLED TO PROVIDE A 45" OR LOWER STRAP ANGLE. ❑ ° ° r-Ifs--------- �77 -- ;EJr------- ------ --;E �1-__ 6'-0" OR LESS -------�E}------------- r-E3--------� -------------------- r� ram; ❑ iLJylJi ❑-------------------- 0\ r- W-0. OR LESS �\ { - r-FT---------�------- EJ--------------- --L J; ❑ ❑ ❑ NT5 X PART " 59002 STRAP; 5W I VEL CONNECTOR A -BOLT - WWI" _n i ■ j r;I "RIP 0 PROVIDE 3OX30 ALUM AC ESS DOOR 2-GALV. BOLTS V-Ii X 2-}4" LG. W/ HEX. SQ. NECK W/ NUTS TEN51ON BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (B) FOR VERTICAL TENSION. B-BOLT /- 5/8"-11 X 2-3/4" STRUCTURAL NOTES: SOIL BEARING, CAPACITY MIN. 2500 PSF AL STRUCTURAL CONCREALL DEVELOP MIN. COMPRESSIVE STRETNGTH OF 2500 PSI AT 28 DAYS. ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SPECS A-615 • MIN_ CONC. PROTECTION FOR RE -BARS: FT65: 3" BEAMS: 1112" 5LAB5: V • LAP REINFORCING BARS 30 INCHES MINIMUM EXPOSURE "C" - 110 MPH 3 SEC GUST - - - �F-4-1 ED HEAD)WEDGE ANCHOR .- 1 I I I u DE 6 xv COma;mT6 WIT Wi�z. 360 LBS. 35.3 #/FT - CONDENSING UNIT SNFWN M5TC52 exw BLocK � 4 COURSE 2X COMPOSITE DECKING ATTACHED W! (2) fl0xV GALV DECK SCREWS AT EACH BEARING POINT 2X6 SYP STRINGER (2) %" GALV LAG SCREWS SIMPSON LU25 AT STAIR - STRINGERS TO 2X8 DECK JOIST SUPPORTS OR (2) %` GALV LAG SCREWS AT STRINGER TO POST 4X4 PT POST W/ SIMPSON A544 J (2) -14 51-IEET METAL \/ SCREWS TO CONDENSING (uY1 X 2y4" LG TAPGON F'ER BLOCK UNIT. 200 LB. SHEER 2 (2) AT CONCR-TE: 180 LBS. WOMQW. CAPACITY A/C TIE -DOWN DETAIL 2X6 SYP DECK JOISTS 0 16" OC LENGTH VARIES 2X COMPOSITE DECKINGLENGTH ATTACHED W/ (2) 010x3' GALV PECK SCREWS AT EACH BEARING POINT SIMPSON FACE MOUNT HANGER LU26 \-- SIMPSON MT512 2X8 SYP DECK STRAP JOIST W/ lum (2) " GALV LAG REWS f T Cl /4X4 "8 GALV SCREWS CONCRETE r„ (2) EACH SIDE WEDGE ANCHOR SYP POST ATTACHED TO GONG W/ 3" EMBEDMENT MIN W/ SIMPSON AB44 POST BASE CONNECTION DETAIL n =r-e �== Ate I I (G�J2 �—tNl i1"fO� SCALE: 1/2" = 1'-0"I— UNII TO BE Sc ULt: Il4 _© BY: TIE DOWN ENGINEERING ED DOWN MAX UPLIFT PER 2X SYP - PROVIDE (2) 09 X 2-}" DEVICE IS 4,150 LBS � DECK SCREWS TOE -NAILED 'u r� �J O -�LpL } _S1i_J LJ J� PROVIDE Y2" MACHINE BOLT THRU I -BEAM 6_0« W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE -, AS SHOWY - ram TIE- DOLLN-ENGiNEEI2I-DETAIL-ED-IIVFORMAiIY---- --Y - ----- --- _____ _ __ _____iL1_____--____ _____-Ji______ 1__11 tJ LJ' J LJ LJ U� ------ El L----- ❑ LJyIJi ❑ iL. __________________-L1____--_--___________-.`J�________ �__________iL]i_J 0 PROVIDE 162" MACHINE BOLT THRU I -BEAM W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE --------- AS SHOWN (SEE TIE DOWN ENGINEERING FOR DETAILED WFORMATION) it Ii. T�*rf=.1IUL T 1= w I,D T I E = [DOWN' PLAGEENT SCALE: 1/4" = 1'-0" AT EACH VERTICAL MEMBER OF KNEE WALL TIE DOWN STRAP PER SPECIFICATIONS WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT 1-BEAM i i HYDRO VENT ' SEE PLAN X X GBS BLOCK i 2X4 P.T. SYP KNEE WALL W/ STUDS a IV' OC PIERS W/Y4"x3" TAP -CONS ® 24" OC (BOTTOM PLATE) W/ }" COX PLYWOOD W/ 5/S" 4" SLAB W/ RB SEE TIE -DOWN/ PIER REQUIREMENTS TT Q F Z E 13 = O W/VINYL LAP SIDING TYPICAL ELEVATIONS N.T.S. (FOR VISUAL PURPOSES ONLY) �,9 „ L sr. LUCECOU s IIVGDi11i REVIEWED FOR COM A VINYL POST REVIEWED BY IONS 5-1 DATE E KEPT PLANS AND 5. 10 JB VINYL RAIL SITE ONO INSPECT (S) /ILL _R 0 d�' D'cPT 3-3/4" MA in VINYL PICKETS 0 0 2XI2 SYP STRINGER F� q (V h 2XI2 SYP STEP >•/] � c M • I IXS SYP W/ ' DECK SCREWS < 0 rramT}} 8 �F" X 3" GALV. W O w HEX SCREWS 4-REQ'D. RI5ER • ----® C -------- J ALUM. ANGLE 5 E -I CONCRETE 10" W/ %--TAPGONS CON {',READ , NOSE STAIR DETAIL N.T.S. W PROVIDE (3) •10x3" DECK 1� SCREWS AT EACH 2X6 SYP DECK JOIST TO ANGLED 2X6 SYP STRINGER 2X6 SYP DECK iO JOISTS n 16" OC 2X COMPOSITE DECKING ATTACHED W/ (2) 010x3" W 2X8 SYP GALV DECK SCREWS STRINGER AT EACH BEARING POINT 4 -0 O z � F - 4 S m m 01 SEE STAIR 4X4 SYP POST �.s E' W RIPPED 4X4 SYP wed �' a BLOCKING FOR 2X6 SYP EI t5 ANGLED STRINGER uJ F� 2X6 SYP-- (j♦'} Q�, ANGLED STRINGER (� or) 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 wi 1 Yw TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC - 5TH ADDITION ( 1 ■ ■ 2-010 X I" NON -CORROSIVE °'- ■ I 51"IS. s EACH PICKET EXTERIOR FINISH POST -�I r: 1 CONNECTION. CONCRETE THICKENED EDGE: MICS2 ANCHOR ■xwxl" WEDGE S"D X 8" W W/ (1) "5 RB CONT LU (SEE DETAIL) H� (RED HEAD) CAULKING PICKET TOP PLATE TO POST t �— I POST TO CHANNEL W/ S GT I ON A- A X 1-x" SINS. o Q Z WIND AGAINST FACE OF UNIT:, 1'-0 11 1-IAND RAIL DETAIL m13 010 WOOD SCREW N.T.S. 0 28b25 x 46 = 102 5Q FT. x 45 P.S.F. = 459 LB. UPLIFT (3) PER SIDE 144 THRU FRAME TO WOOD FRAMING W 45S - 360 LB. UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR MIN 1.5" EMBENDMENT VINYL 2X2 RAILATTACHED VINYL POST ® .J C CASTERS TO VINYL U nm sss. MIN. — TAPCON WILL HOLD 180 L85. AND 2 SCREWS WILL HOLD 200 L55. " 2 }}'''�� EMBEDMENT. AT EACH OF THE 4 CORERS. E X T E i` I O R POOR R 4-REQ'D. � " � �[ LU � C1yi�TAL FRAME) Ys"5S^a.MIN I" �> z z THEREFORE STRAP, TAPGON AND Or WILL HOLD UNIT IN PLACE. EMBED DENT. z �� A 4" SLAB, 42" X 52" WEIGHS l95 LBS. 2X6 SYP 2X6 SYP `+' 'T A ( DECKING STRINGER ALL LUM5ER 5I-1ALL ISE 5YP PRESSURE TREATED Date: 01-II.2015 RA I L IN1G 8A5E &Cale: va" = I'-0" N.T.S_ Drawn: MM/BC"M ALL MATERIAL 5ELOW FLOOD MUST 5E GONSTRUCTED THIS SETUP HAS BEEN DESIGNED JOb: 5 STAR LOWIEY WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH FOR A FLOOD ZONE INSTALLATION Sheet: SECTION R322 OF THE 2011 RESIDENTIAL BUILDING CODE. DESIGN CRITERIA PER FBC - 2011 foTH EDITION Of JL Sheets RECMCO OCT 15 200 Pemlittin St. Lucie County