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HomeMy WebLinkAboutConstruction SpecsREVISIONS BY ZX REV15ED PER ,4 BLDG. DEPT, BGM I1-24-14 N4002g1O'B1IE - "15.06 I \ PER 32222. (1) SQ. IN. \ \ FOR EACH SQ. FT. OF \. \ ENCLOSED AREA. EACH VENT COVERS 145 SQ. FT. PER PRODUCT APPROVAL. •��,----— — — — — — — — — — — — — — --i -- � \\ - - - - - - - - - - - - - - - - - HYDRO VENT \ 2'-3" � 1,1 11 SQ. FT. / 145 = S VENTS \ SKIRTING (4) THiS SiDE �"'-'"� A 45' m 3'-6" \ 8"x8" THICKENED EDGE W/ \ (1) *5 RIB CONTINUOUS PER 4062. EXCEPTION (1) 50, FT. 1 --- ------------ ---- --- ------ ------ -=--------- - PER 1,500 $Q. FT, OF FLOOR ARE I-'F! - - -H- - -IF- -� / � \ III- _ -it / / / / / / ' _���- \ N \ WITH VAPOR BARRIER. I i O / / / © / / / / / / / / O / / / / / / / / I / / - (2) $Q° FT. = 288 SQ, IN, �. �, ! i It ilm �'�! I i / / / , / / / / / / / / / a / / ! / / I / / / / / O �' A NET VENT AREA iS 67 SQ. IN. iro x16 MONOLITHIC U I ! i / / / / / / / ; / / / / '� / / / / / / / / \ \ FOOTING W/ (3) *5 RB I !! !�N UI! i ! i / / / / ; / / / / / / / / / / / / / / / / / / / �' , ; SEE EGK < 288 l (o l = 5 VENTS \ CONTINUOUS ON CHAIR I .I II`'' �I I / / / / / / / / / 8 x8 �1~iON�dLIt � W// / / / / / / / / / / / / �i A (1) ro RBiCOi�,TiNUO,US 4"/coO cR fE \\ STAI DETAILS \ / / / / 6" X 6" X 1 /f0 W.W OR iBRE MESH VEiR S' ��CB�BLOCK PIERS / / / / / / / / / / i \ i I It Ili i i / / ; / / / / / / /' / ; / / / / 6/MIL,,POL�i'ET+ YLEp4E VAPOR BARRIER OVER/ it it II ! I / / / /CLEAN, POISONED; Comi-Aa'TED'(TO/'250f PSI= / \ m /1 1V / /OR DEN/_SfTY)/FILLi / / 1 36" HIGH VINYL RAiL it �'-2" ; 8" / 6'�"' / AS \ PROVIDE HEADERS \ ABOVE WINDOWS \ 4 GARAGE DOOR 11 I �.� / / / / / / / / 0 / / ICI / / / / / / i /' / / / ( T(NCxA 2'-3" \ ! I 5 11 11• i _ LEI / !! I. i / / / / / / 1 \ / / / // / , i / / / 8"xiV MONOLITHIC % x4 \ ! L-tl- - -ti- - 4- �� /' / ��/ / % /� / (2Y*5 RB CONTiN OUS ✓ / / / / / / DECK -— -� — — Ir \ 5 � 1(031J \ SEE STAR DETAIL / \ 36 HIGH/ // // / / / / // / // / / / / / / / / / // / /�� \ m \ \ VINYL RAIL � U /A / � �� �� � STRUCTUieAL NOTES: \\ m TRUSSES BY TRUSS MANUFACTURER F ' NT/ / /OV�dE �12 i�I / / , ,� / _ O MATCH MODULAR HOME PITCH, / / Tli / / /�, \ OVERHANG 4 HEEL CONDITIONS I H / / / C1 �COONCRE E) * SOIL BEARING CAPACITY MIN. 2500 PSF V * ALL STRUCTURAL CONCRETE SHALL DEVELOP V I / / / i / / / / / / / / / / / / / / / / / "xs" i�iONOLITIH� W1/ A MIN. COMPRESSIVE STRENGTH OF 3000 PSI / / / / / / / / / / / '(1)/; RB/CONTINUOUIS AT 28 DAYS. A / ) / A * ALL REINFORCING STEEL SHALL BE GRADE 60 G� \ MEETING ASTM SPECS A-615 �/ MIN. CONC. PROTECTION FOR RE -BARS: I 8 x8 THICKENED EDGE W/ I i FTGS: 3 BEAMS: 11/z" SLABS: ill \ CU *5 RB CONTINUOUS gi ®" * LAP REINFORCING BARS 30 MINIMUM i / _ / , / / / / _8 - _ _ / / /8 - _ Q \ \ XPOSI�R D 1-i0'I-� 3 SAC CI�T _ - -- -- -- -- -- -- -- -- _ __ -- -- -- - -- -- -- -- -- ---� �A\ 540'02'3'0'YW I 5.Ow $�� 6'_0� 81l 6'-0" 8" 4'-6"' 8" 4'-6" 8 6'_0 Sep 6'_0 8 8 45' -8" NOTE: THE FOUNDATION/PIER SYSTEM 15 DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE I'D" LOCATIONS. ELECTRICAL NOTES: ALL RECEPTACLES INSTALLED OUTDOORS OR iN STORAGE MUST HAVE GROUND FAULT CIRCUIT INTERRUPTER- * WIRE NEW ELECTRICAL TO EXISTING PANEL. * ADDITIONAL LOAD DOES NOT EXCEED PANEL CAPACITY. 8`-0" 15" X 25" FLOOD VENTS 1- " A Yz GAR RECESS 4'-0" 4'-0" j n Z r-I I mod; t�L i All 01UI iTCI.1 IN ATTIC I U I L � J I :CFI I � I � \ I n 5010 0A GAR DR FLOODS . TO SWITCH IN MODULAR SCALE: 1/4" = 1'-0" W1 ELECTRICAL CARAGI= DESI N CRITERIA 1) F'ER 2010 F5C 2) U5E 4 OCCUFANC"r R-3 3 ) CONSTRUCT I ON TYPE _V 4) RISK G ATEGOR"T' II ULTII IATE DESIGN WIND SPEE 170 ZL 5% EXP05URE D SURFACE ROUGE 4NE55 D to COMPONENTS 4 CLADD ING (WORSE CASE (54SED ON 18O 45 TA5LE R301.2(2) 1-1A5 NO 110 CATEGORY) ROOF +26.7 -75.6 WALLS +52.2 -65.8 GAR DOOR +43.7 -58.6 FASTEN STUDS TO DBL TOP PLATE W/ SiMPSON SPH6 FILL ALL HOLES W/ 10d NAILS (MiN 2XIO HEADERS W/ IY'" PLYWOOD FLiTCHHNG FOR FLUSH MOUNTING DF DRYWALL) J- DOUBLE TOP PLATE CONTINUE STRAPPING TOP PLATE ACROSS HEADER 6 16" O.C. FASTEN JACK5 TO WOOD HEADER W1 SIMPSON ST18 FiLL ALL HOLES W/ 16d NAILS PROVIDE DOUBLE STUDS UNDER ALL BEARING WALL HEADER OPENINGS UN.O. PROVIDE SINGLE STUD UNDER 5'-0" OPENING �- FASTEN STUDS TO BASE PLATE W/ SIMPSON SPH6 Pt WOOD BASE PLATE FILL ALL HOLES W/ (SEE FLOOR PLAN) 10d NAILS WOOD HEADER DETAIL. `- HYDRO VENT (5) THIS SIDE 8"x8" THICKENED EDGE W/ (1) *5 RB CONTINUOUS T I D OWN/Flt E F� fREQUIF�E�IENT5 SCALE: 1/4" 1'-0" 43'-0" 10" 5'-4" 5'-4" 5'-4" 4'-4" 3'-call 4'-4" 5'-4" 5'-4" 10" Ho ❑ ❑ ❑ ❑ ❑ ❑ ❑ m MIC52 ANCHOR L---I-----------------------------------------'�\-'I�---- ---� I � � �- ------------------------------------------___------------------------------------------r----- ---� 21-/Ijll 1-BEAM - PROVIDE i6" MACHINE BOLT THRU I -BEAM W/ (4) TIE DOWN STRAPS AT BOLT (45' 4 30' ANGLES) W/ I (4) MICS2 ANCHORS AT CONCRETE I I AS SHOWN I (SEE TIE DOWN ENGINEERING 2 -0 FOR DETAILED INFORMATION) L_—----------------------------------------------------- 11 4 --� I I 10" 10" -4" 5'-4" 5'-4" 4'-II" 4'-il" 5'5'-4" 5'-4" 10" ` -- ----------------------------------------------------------------------------------- -�-- ---- --- L------------------------------------------ !J) 2-0 �/ 2 0 PROVIDE Y2" MACHINE BOLT THRU I -BEAM W/ (4) TiE DOWN STRAPS AT BOLT I (45' 4 30* ANGLES) W/ (4) MICS2 ANCHORS At CONCRETE I I AS SHOWN I ' (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) A I -BEAM 0. r ----------------------------------------------------------------------------- ---� - ------------------------ L--`-�----------------------------------- O' `a MICS2 ANCHOR 4 O 1 -- -- -- -- - -- -- -- - -- -- -- -- II0" 5'-4" �'-4" 3'-4" 5'-4" TYP. MULTI -WIDE TIC-DOWN FLACEt"**1ENT ALL SHEATHING TO BE NAILED AS FOLLOWS: 4" OC W/ 8d RING SHANK NAiLS AT ALL EDGES 6" OC W/ 86 RING: SHANK NAILS AT ALL INTERIOR PANEL SEARING POINTS l7 0� A Iu n _IL ®_zV W �U 4 GARAGE DOOR BUCKS S.Y.P. 2 X 6 GARAGE DOOR BUCKS ATTACHED TO STUDS PER PRODUCT APPROVAL 61 WINDOW BUCK DETAILS TYPICAL VINYL WINDOW JAMB ATTACHED TO STUDS PER PRODUCT APPROVAL Kt 0 A -BOLT I I a/s"xlWEDGERED HEAD) 1 I LJ TRUSSES BY TRUSS MANUFACTURER TO MATCH MODULAR HOME PITCH, �- OVERHANG 4 HEEL CONDITIONS 12 3 MATCH MODULAR ROOF ON 30 LB TIN -TAGGED FELT ON %" COX PLYWOOD ON _ TRUSSES a 24" OC ` ~- --------------------------------------------------------------------------------------------------- --- -----_ =`~-� ---------------------------------------- - o MATCH MODULAR DRIP 4 FASCIA CONDITION SiMPSON H10 AT EACH TRUSS TO DOUBLE 2X6 SYP TOP PLATE SUBSTITUTE MT512 AT END TRUSSES MATCH MODULAR SOFFIT 0 j DOUBLE 2X6 SYP TOP PLATE 04 PROVIDE DRYWALL ON FRAMING 2X4 FRAMIN24" OC W/ PROOOE -Wx6" CAI-V LAGS e 16" OC 3/a"x6" GALV LAG SCREWS TO MODULAR 2X STUD WALL ' ' o AT EACH VERTICAL o (PROVIDE ADDITIONAL VERTICAL 2X'S OF GARAGE FRAMING AT MODULAR HOME WALL) ---- 2X6 WALL W/ SYP STUDS ® 16" OC o PROVIDE ,g" DRYWALL o �� MATCH MODULAR SIDING 4 MODULAR VAPOR BARRIER ON o ® cA FINISH FLOOR o a/a" CDX PLYWOOD ON MODULAR HOME C, 2X6 SYP WALL BEYOND GARAGE --------------------------"_---------------------------__ -- _ SIMPSON SPH6 AT EACH VERTICAL STUD 0 o TOP 4 BOTTOM PROVIDE Na" DENSARMOR PLUS DRYWALL BELOW MODULAR FINISH FLOOR 2X6 SYP BOTTOM PLATE W/ a/a"x8" WEDGE 0 o ANCHORS is 30" OC W/ 3"x3"A4" WASHERS SLOPE OUT 1/811/i=T 16"Dx16"W MONOLITHIC FOOTING W/ (3) "S RB O ° ° C CONTINUOUS ON CHAIR q THIS IMPROVEMENT 15 AN ATTACHED ACCESSORY I STRUCTURE TO AN ENGINEERED MODULAR ASSEMBLY. ATTACHMENT TO EACH OTHER MEETS CURRENT 5CALE: 1/2" = P-0" F-B-C. REQUIREMENTS FOR THIS WIND 4 FLOOD ZONE ax SYP TiE DOWN STRAP PER SPECIFICATIONS I -BEAM r ' it � 8"X5"X(6" � CBS BLOCK PIERS 4" SLAB W/ RB � I SEE TIE -DOWN/ J PiER REQUIREMENTS MIC52 ANCHOR a/a"x7 WEDGE (SEE DETAIL) ANCHOR (RED HEAD) 2X8 SYP DECK JOIST SUPPORT W/ (2) %" GALV LAG SCREWS AT GARAGE DECK OR (2) Yz" GALV MACHINE BOLTS AT EXTERIOR DECKS UNiT TO BE TIED DOWN 5ECTION A -A. SCALE: 3/4" - 1'-0" PROVIDE SIMPSON SPH4 U-STRAPS AT EACH STUD (TOP 4 BOTTOM) DENO-GLASS UNDER SIDING TO MATCH WALL COMPLIES WiTH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT HYDRO VENT SEE PLAN PROVIDE 5/8" TOUGHROCK FIRE GUARD GYP. BOARD X + (BOTH SIDES OF WALL) z Em� N O 2X4 SYP KNEE WALL W/ STUDS tv 16" OC W/ Y4"x4" TAP -CONS ® 12" OC (BOTTOM PLATE) 4 (2) 4`10x4" SCREWS (TOP PLATE) CONCRETE THICKENED EDGE: 6 "D X 8"W W/ 1 05 RIB CONT SIMPSON FACE MOUNT HANGER LU26 2X COMPOSITE DECKING 2X6 SYP DECK ATTACHED W/ (2) 010 JOI 16" OC GALV DECK SCREWS AT EACH BEARING POINT LENGTH VARIESSTS SiMPSON MTS12 - STRAP � *8 GALV SCREWS CONCRETE (2) EACH SIDE }�" WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONC W/ 3" EMBEDMENT MiN W1 SIMPSON A544 POST BASE 101111 iii;iii;i i qq ;;i�:i SCALE: 1/2" 1'-0" B-BOLT 5/8"-Il X 2-3/4" NOTES: 2-GALV. BOLTS %"-Il X 2-3/4"' LG. W/ HEX. SQ. NECK W/ NUTS TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (15) FOR VERTICAL TENSION. t"*1 I C52 ANCHOR BY: TIE DOWN ENGINEERING MAX UPLIFT PER DEVICE 15 4:150 LBS "WIND AGAINST FACE OF UNIT: SEE STAIR DETAIL 2X COMPOSITE DECKING ATTACHED W1 (2) *10 GALV DECK SCREWS AT EACH BEARING POINT - 2X8 SYP STRINGER 2X6 SYP STRINGER 2X6 SYP DECK JOISTS Q 16" OC 4'-0"[ -� 4X4 SYP POST REAR DEC< f="m0"'%At*01ING DETAIL. SCALE: 1/4" = 1'-0" 1-HIHS PLANS AI' : 1-1. PROP05E WU K ;rTIONF', TYf=1C.v4L El EVATION5 F01 N:1.S. (FOR ViSUAL PURPOSES ONLY) 28.625 x 46 = 10.2 50. FT. x 45 P.SF. = 453 LB. UPLIFT 144 453 - 360 LB. UNIT = B3 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR. TAPCON WiLL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS. AT EACH OF THE 4 CORNERS. THEREFORE STRAP, TAPCON AND SCREWS WiLL HOLD UNIT iN PLACE. A 4" SLAB, 42" X 52" WEIGHS -135 LBS. UNiT WT. 360 LBS. 353 #�Ft I G► CONDENSING UNIT I it � I i SIMPSON MSTC52 A Qg. I I I I I 8Xi6 BLOCK I 4 COURSE CONCRETE (2) 014 SHEET METAL SCREWS TO CONDENSING Ill 4" X 2Y4" LG. TAPCON PER BLOCK UNIT. 200 LB. SHEER 4 (2) AT CONCRETE: 180 LBS. WORKING CAPACITY A/C TIE-DOUlN DETAIL GKS 2X COMPOSITE DECKING ATTACHED W/ (2) 010 GALV DECK SCREWS AT EACH BEARING POINT 2X6 SYP STRINGER (2) %" GALV LAG SCREWS SIMP50N LU28 AT STAIR STRINGERS TO 2X8 DECK JOIST SUPPORTS OR (2) 3/a" GALV LAG SCREWS AT STRINGER TO POST 4X4 SYP POST W/ SIMPSON AB44 NOTE 2 RISERS 4 1 T1 NOT LESS THAN 24" NOT MORE THAN 25" 1.2 + 1.2 + 10 24.4 NOTE HANDRAIL BRACKETS OR BALUSTERS SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO 6RASPAB(LITY. ' DB0RNE= u w2! S 2 STAIR DETAIL BOTTOM OF HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE DEPTH OF ONE TREAD FROM BOTTOM RiSER. HANDRAIL HAS CIRCULAR GROSS -SECTION W/ 1-4" TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC 2010 ST. LUCIE COUNTY RUIL D!`ICA DIVISION FOrl COMP E REVIE'NED F3Y iI DATE .. I - f PLA ANC5 PER IT i MUD BE KEPT ON JOB OR I NO !N'SPECTICNWI L BE MADE 76 2X12 SYP STRINGER 2XiO SYP STEP IXS SYP W/ DECK SCREWS 3iWa" X 3" GALV HEX SCREWS 4-REQ'D R NGLE APCONS e t 2-010 X 1"NON-CORROSIVE SM.S. a EACH PICKET POST -sue I I- ® I CONNECTION. PICKET I i TOP PLATE TO POST 4 I POST TO CHANNEL W/ 010 X 14X 11 S.M.S. HAND RAiL DETAIL N.T.S. VINYL 2X2 RAIL POST ATTACHED TO VINYL 010 S.S.S. MIN. CASTERS 2" EMBEDMENT. 4-REQ'D. Ya" S.S.S. MIN. F EMBEDMENT. 4-REQ'D. COMPOSITE 2X6 SYP DECKING STRINGER RAILING SASE N.T.S. THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DE -SIGN CODE FBC 2010 w W W IMMF p�l, d� F-�I W H 0 c� ® a w C•,I *21 m w 1 C, 09 * w C* W O W p co A 01111111114 94 Q ® W � i4 w z ® p F Scale: 1/4" - 1'-0" D ra w n : MM/BGM Job: MONACO 2 Sheet: Of I Sheets