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1091. to, _' 1 ! f '011 8I ��I�� I lNIANIIPlI1lAPII?I@�I!!WN' _ I Wlgl� pilly171plipi 4�: n i a .I�yWl'IE!AEnI N�AA7 1 �I!! 1 6 . s I 11 GA. STEEL JOIST 24" O.C. EXCEPT INSTALL JOISTS 16" O.C. IN TILE AREAS AND 12" O.C. BELOW AHD AND SAFE DEPOSIT BOXES FULL LENGTH .125" FILLET WELD ONE SIDE W/YIELD STRENGTH = 36 KSI MIN OF ALL FLANGES AND WEBS AT EACH \ STEEL JOIST (TYP EACH END) 2-1/2- 1-1/4- ( 00 L+l -1 /4 STEEL FLOOR JOIST SECTION AT EACH ENDWALL INSTALL 2X10 SPF #3 BLOCKING 24" O.C. FOR MIN 48' (THREE JOIST BAYS) INTO BUILDING - SEE CEILING JOIST SHEATHING DETAIL ABOVE DOUBLE 2X10 SPF #2 CEILING EDGE JOIST(S) — OFFSET BUTT JOINT 4" O.C. MIN FASTENED TOGETHER WITH TWO ROWS .131 "X3" NAILS 4" O.C. - TYP EACH SIDEWALL AND ENDWALL (FASTEN INSIDE EDGE JOIST TO EACH CEILING JOIST 16" O.C. W/6-.131"X3" NAILS) 1-1/2' X 26 GA UPLIFT STRAP C WITH B-15 GA X iSTAPLES EACH END INSTALL SINGLE STRAPS 16'� D.C. MAX IN INTERIOR ZONE AND DOUBLE STRAPS 16' O,C. MAX IN END ZONE FROM CEILING EDGE JOIST(S) TO WALL STUDS BELOW PLUS INSTALL STRAPS AT LOCATIONS SHOWN ON FLOOR PLAN DRAWING #3 (TYPICAL SIDEWALLS & ENDWALLS) CRIPPLE STUDS 2X6 SYP #2 0 16" O.C-- 2x HEADER PER APPROVED STRUCTURAL PACKAGE (SYP LUMBER REO'D) SILL PLATE 2X6 SYP #2 CRIPPLE STUDS 2X6 SYP #2 0 16" O.C. —� DBL 5/8" PLYWOOD, STURD-I-FLOOR, EXP.-1, 20" O.C., T&G SEAMS EXCEPT SPECIFIED OTHERWISE BELOW * BOTTOM PLATE 2X6 SYP#3 - FASTEN TO 2 LAYERS OF PLY SUBFLOORING W/ \ #8X3" SCREWS 6" O.C. - LOCATE SCREWS 3-1/2" FROM OUTSIDE EDGE OF FLOOR TO MISS PERIMETER BEAM FLANGE AND STEEL JOISTS - TYP SIDEWALLS AND ENDWALLS 1-1/2' X 26 GA UPLIFT STRAP----., WITH B-15 GA X 1' STAPLES EACH ENDi INSTALL SINGLE STRAPS 16' O.C. MAX IN INTERIOR ZONE, DOUBLE STRAPS 16' O.C. MAX IN END ZONE, AND AT THE OPENING STUDS PER THE APPROVED STRUCTURAL CONSTRUCTION PACKAGE PLUS INSTALL STRAPS AT LOCATIONS SHOWN ON FLOOR PLAN DRAWING #3 FROM THE WALL STUDS TO THE I -BEAM BLOCKING (TYPICAL SIDEWALLS & ENDWALLS) CANT 2X6 SYP #2 BLOCKING RIPPED TO FIT FASTENED TO STEEL I -BEAM WITH AEROSMITH 144" DIA X 2" HELICAL SHANK PINS 5' O.C. (TYP ON ALL PERIMETER I -BEAMS) EXCEPT BELOW COLUMNS SUPPORTING THE GIRDER TRUSSES AND BELOW THE OPENING STUDS ON EACH SIDE OF THE FRONT DOOR ROUGH OPENING INSTALL (2X8) X 16" MIN SYP #2 BLOCKING FASTENED TO THE [-BEAM WITH 16 AEROSMITH .144" DIA X 2" HELICAL SHANK PINS (3 ROWS OF PINS SPACED APPROX. 3" O.C.) PERIMETER I -BEAM HIP ROOF TRUSSES ARE TO BE SITE -INSTALLED, DESIGNED AND/OR SPECIFIED BY OTHERS INCLUDING ALL THE MECHANICAL CONNECTIONS AND TRUSS ANCHOR SITE -INSTALLED TRUSS CONNECTIONS TO THE MODULAR BUIILDING CONSTRUCTION. THE INSTALLATION MINIMUM DESIGN LOADS, OF THE ROOF FINISH (I.E., SHINGLES), UNDERLAYMENT, ATTIC VENTILATION, ROOF SHEATHING, TRUSS BRACING, ETC. TO BE SPECIFIED BY OTHER DESIGNER(S) 20 PSF ROOF LL ON TOP CHORD SUBJECT TO THE LOCAL BUILDING ❑FFICIAL APPROVAL, ALL SITE —INSTALLED 10 PSF ROOF DL ON TOP CHORD TRUSSES MUST HAVE THE TRUSS SPAN ORIENTATIONS SPECIFIED ON THE 0 PSF ATTIC LL ON BTM CHORD FLOOR PLAN DRAWING (DWG 3) AND MUST HAVE GIRDER TRUSS INSTALLATION 10 PSF ROOF DL ON BTM CHORD LOCATIONS SHOWN ON THE FLOOR PLAN DRAWING (DWG 3) AND/OR WIND CRITERIA PER DWG 1 ELEVATIONS DRAWING <DWG 2), ALL SITE —INSTALLED TRUSSES MUST BE (TOTAL SITE INSTALLED ROOF DEAD SIMPLE SPAN TRUSSES (I.E., TRUSS DESIGNS CANNOT BE 2 OR 3 SPAN AND/OR LOAD NOT TO EXCEED 20 PSF) TRUSSES WITH 3 OR MORE SUPPORTS) SUPPORTED BY THE SIDEWALLS (ONLY> INSTALL 1-1/2" X 26 GA. STEEL STRAP FROM JOIST TO JOIST WITH (8) 15 GA X 1-1/2" STAPLES EACH END OF STRAP ON THE CEILING JOISTS ABOVE THE ENDWALLS AND 32" O.C. MAX. BETWEEN THE END — WALLS ACROSS MATE LINE — TYP EACH MATE LINE (SITE INSTALLED) 12 5 TYP / / INSTALL 2X10 SPF #2 CEILING JOISTS 16" O.C. - TYP EACH MODULE FASTEN EACH JOIST TO SIDEWALL TOP PLATE W/3-#8X3" SCREWS TOED ="_ SITE INSTALL #tOX4" SCREWS STAGGERED FROM SIDE TO SIDE 0 8" O.C. TOED - SCREWS MUST PENETRATE 1.75' MINIMUM INTO ADJACENT MODULE FRAMING TYP EACH MATE LINE (SITE INSTALLED) CONT. DOUBLE 2X1O SPF #2 CEILING EDGE JOIST(S) - OFFSET BUTT JOINTS 4' O.C. MIN WITH NO BUTT JOINTS OVER OPENINGS EXCEPT INSTALL THE BEAMS SPECIFIED ON FLOOR PLAN DRAWING OVER OPENINGS IF NOTED OTHERWISE ** - FASTEN DOUBLE MEMBERS TOGETHER WITH TWO ROWS .131"X3" NAILS 4" O,C, UNLESS NOTED OTHERWISE - TYP EACH MODULE AT EACH MATELINE FASTEN INSIDE EDGE JOIST TO EACH CEILING JOIST 16 O.C. W/6-.131"X3" NAILS - TYP) R-30 INSULATION W/FOIL FACING — INSULATION CEILING DBL. TOP PLATE 2X6 SYP #2 CEILING INTERIOR FINISH DEL 2X4 SPF #3 TOP PLATE ABOVE T-GRID TTING�VATED OFFSET BUTT JOINTS 48' MIN (TYP) D:-FSET BUTT JOINTS 48' MIN (FOIL FACINGVAPOR BARRIER (TYP AT EXT. WALLS) O'YP AT MATE ;LINES) SPREAD NDE OF 5ROR INSTALL 2X FIRESTOP AT T-GRID CEILING LESS ANU A SMOKE DEVELOPED HEIGHT IN ALL WALLS OR EXTEND INDEX OF 450 OR LESS) TOP GYP BOARD WALL FINISH TO TOP OFF T (TYP ALL MODULES) TOP PLATE AND SEAL ALL PENETRATIONS ABOVE T—GRID WITH AN APPPROVED FIRESTOP CAULK (TYP ALL WALLS) 1-1/2' X 26 GA UPLIFT STRAP WITH EXTERIOR WALL STUDS INTERIOR WALL FINISH 8-15 GA X V STAPLES EACH END 16' O.C, 2x6 SYP #2 0 16" O.C: (TYP) MAX AND AT MARRIAGE WALL OPENINGS PER FLOOR PLAN AWING SCEIC TYPICAL WINDOW, MAR. WALL STUDS 2X4 SPF #2 o o I FROMI GNEDGE JOIST(S) TD WALL SEE FLOOR PLAN OC.MAX WITH STUDS AT o STUDS AND STUDS TO I -BEAM BLOCKING FOR SPECIFICATIONS OPENINGS PER FLOOR PLAN O o) (TYP EACH HALF IN EACH MODULE AT MATE LINES) SPECS (TYP EA HALF) 48" O.C. * LOWER LAYER OF PLYWOOD TO HAVE T&G EDGES 48" O.C. ACROSS FLOOR; UPPER LAYER TO HAVE SQUARE EDGE SEAMS OFFSET 24" O.C.; FASTEN THE TWO SUBFLOORING LAYERS TOGETHER AND TO STEEL FLOOR FRAMING WITH 100% PVA GLUE BETWEEN THE PLYWOOD LAYERS AND AEROSMITH .144" DIA X 1-3/4" HELICAL SHANK PINS 6" O.C. EDGES AND FIELD W/SHTG LONG DIMENSION INSTALLED PERPINDICULAR TO JOISTS — TYP EXCEPT IN THE TILE AREAS INSTALL TWO LAYERS OF PLYWOOD SUBFLOORING ONLY BELOW THE EXTERIOR WALL AND MARRIAGE WALL BTM PLATES FAS— TENED AS SPECIFIED ABOVE AND INSTALL ONLY THE LOWER SINGLE LAYER OF PLYWOOD BELOW THE TILE FASTENED TO THE STEEL FRAMING WITH AEROSMITH .144" DIA. X 1-1/2" HELICAL SHANK PINS 6" O.C. EDGES AND FIELD ** SEE NOTE 'A' ON DRAWING 3 ROUT OFF EXCESS FLOOR SHEATHING UPPER LAYER T&GJOINT 48' Q.C. ACROSS FLOOR DS52P10 NAILS 8" O.C. EXCEPT BELOW ALL OPENING f BELOW CONT. MARRIAGE WALL COSTRUCTION INSTALL CONT. 2X6 SYP #2 BLOCKING RIPPED TO FIT AND FASTENED TO THE STEEL I —BEAM WITH AEROSMITH 144" DIA X 2" HELICAL SHANK PINS 8" O.C. EXCEPT BELOW ALL OPENING SUPPORT COLUMNS FOR OPENINGS GREATER THAN 60 INCHES IN WIDTH INSTALL (2X8) X 12" MIN SYP BLOCKING RIPPED TO FIT BELOW THE OPENING SUPPORT OLUMN AND FASTENED TO THE ]-BEAM WITH 12 AEROSMITH .144" DIA X 2" HELICAL SHANK PINS (3 ROWS OF PINS SPACED APPROX. 3" O.C.) - TYP EACH MODULE AT EACH MATE LINE GENERAL CROSS-SECTION NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36, YIELD STRENGTH = 36 KSI EXCEPT STEEL STRAPS MUST HAVE YIELD STRENGTH = 44 KSI (MINIMUM) 2. ALL LAG SCREWS MUST COMPLY W/ ANSI/ ASME 818.2.1. w/ Fyb - 60 KSI MIN. 3. SEE FOUNDATION PLAN FOR PIER AND TIE —DOWN STRAPPING LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS, 2X4 SPF #3 BOTTOM PLATE FASTEN TO 2 LAYERS SUBFLOORING WITH #BX2-1/2" SCREWS 6' O.C. (TYP AT MATE LINES) FINISH FLOORING INSTALLED OVER SUBFLOORING (TYP) J J 3 0 z w INSTALL 2X10 SPF #3 BLOCKING AT SHEATrlNG SEAMS AND 24" O.C. FOR MIN 48" (THREE CEILING JOIST SAYS) INTO BUILDING - TYP EACH ENOWALL `— SIDEWALL STAGGER JOINTS 48" O.C. IN EACH MODULE 1/2" PLYWOOD RATED SHEATHING TO BE FASTENED TO CEILING JOISTS W/ 8d COM NAILS ® 6" O.C. ON ON EDGES AND 8" O.C. IN FIELD WITH 100% PVA GLUE COVERAGE CEILING SHEATHING DETAIL CEILING SHEATHING: INSTALL 1/2" PLYWOOD RATED SHEATHING MINIMUM EXPI, 32/16 ON CEILING JOISTS - SEE CEILING JOIST SHEATHING DETAIL ABOVE —CONT. DOUBLE 2X6 SYP #3 RUNNERS FASTEN BOTTOM RUNNER TO CEILING SHTG AND DEL CEILING EDGE JOISTS AND FASTEN DOUBLE RUNNERS TO EACH OTHER WITH #8X4' SCREW 4' O.C. - TYP ON ALL EXTERIOR WALLS FASTEN DOUBLE CEILING EDGE JOIST TO TOP PLATE WITH #8X4" SCREW TOESCREWED 4' O.C. - TYP EACII E XT..RICF. WA�'v EXTERIOR WALL FINISH EX"rERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF CEILING EDGE JOIST(S) TO BOTTOM OF FLOOR RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 1/2" RATED SHEATHING, EXP1, 32/16 FASTENED W/ BD NAILS 4" O.C. EDGES AND 8" O.C. FIELD ENDWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF CEILING EDGE JOIST(S) TO BOTTOM OF FLOOR RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: LISTING 1/2' RATED SHEATHING, EXP1, 32/16 FASTENED AGENCY APPRO W/ 8D NAILS 4' O.C. EDGES AND 8" O.C. FIELD These prints comply with th MIP-44Aactured Buildlu Act COr�strucb0n Code and adhe following criteria: - EXTERIOR WALL CONSTRUCTION PER THE APPROVED COnst Tr1-w STRUCTURAL PACKAGE (SYP LUMBER REO'D) Ocr'unancy Alir vuandp NO. of g= lirs VWlr4d V111106ty • PERIMETER I —BEAM — M12 X 11.8 ;r +,-q 3n. 0f (TYP BELOW SIDEWALLS, ENDWALLS AND MARRIAGEl W'A S) Plar. Nn a Ailo:,4, Poor Load Aporival .tier / --- FOUNDATION DESIGN BY LOCAL ENGINEER 1�Ra�tc.far.3urar � MAY DIFFER FROM DETAILS SHOWN ApI'rwm:f for I$igr VrlccEty 7 Hurricane .Zone i'. d"(` C GBJA # 102 INSTALL 26 GA X 2" CONT STEEL STRAP ON BOTTOM OF STEEL JOISTS AT MIDPOINT OF JOIST SPAN AS SHOWN ABOVE FASTENED W/SPOT WELD TO BOTTOM FLANGE OF EACH STEEL JOIST AND SPOT WELD TO WEB OF EACH PERIMETER I —BEAM BELOW ENDWLLS (TYP EACH MODULE) R-19 INSULATION W/ KRAFTBACK ON INSIDE R-19 INSULATION W/ KRAFTBACK ON TOP 89r TYP SITE INSTALL 1/2" CARRIAGE BOLT WITH WASHERS AND NUTS EACH END SPACED 32" O.C. THRU HOLE IN STEEL BEAM WEBS — TYPICAL AT ALL MATE FLOOR JOISTS STEEL 'C' SHAPE 11 GA 2-1/2" X 8" X 2-1/2" (Fy = 36 KSI STEEL MIN) 24" O.C. EXCEPT INSTALL JOISTS 16" O.C. LINES IN TILE AREAS AND 12" O.C. BELOW AHD AND SAFE DEPOSIT BOXES — TYP EACH MODULE — SEE DETAIL ABOVE (11 GA = .1196" THICK MIN) 0 NOTE: ALL STRUCTURAL SPECIFICATIONS NOT PROVIDED ABOVE MUST BE IN ACCORDANCE WITH THE APPROVED STRUCTURAL PACKAGE. INTERIOR FINISH MATERIAL: CEILING — 20 T—GRID CEILING (CLASS A) INSTALLED PER MANUFACTURERS INSTRUCTIONS WALL — 1/2 INCH GYPSUM BOARD (CLASS A) THROUGHOUT — PAINTED ALL ROOMS EXCEPT IN BATHS FRP BOARD TO BE INSTALLED OVER 1/2 INCH GYPSUM BOARD (CLASS C) FLOOR — VINYL iN BATHROOMS — OTHER AREAS TO HAVE FLOOR FINISH SITE INSTALLED USING TILE OR CARPET (CLASS 11) AS NOTED ON FLOOR PLAN DRAWING WALL — SITE INSTALLED OVER WALL 'SHEATHING — TO BE SPECIFIED BY LOCAL ENGINEER SUBJECT TO BUILDING OFFICIAL APPROVAL PREUISIaN M4DLTLAR 309 E. 4TH STREET OCILLA, GEORGIA 31774 DATE: 11112107 L.At3CLJ' SEE DWG I yRN►11`/ G 1. C.A.Leblanc SCALE: NTS MODEL: COM-5 PLAN No. SHEET CROSS SECTION PRE— 745 5 OF 5 WILLIAM J. KALKER, JR., P.E. 33 ROCKWOOD LANE CONSULTING ENGINEERMONROE, CT 06468 (203) 261-1167 P.E. LICENSE t#33841 3f 1979 e to the y'`i�