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Home My WebLink About7350 DAIRY RDPage is too large to OCR. PLATE LOCATION : Q 1x2 FILLERS 2x4 SPF #2 ROOF/WALt 4 Q r' PLATE LOCATION BETWEEN 1x4 ASSEMBLY 1x4 BRIDGING CONT. tiC r BUILDING O O O BRIDGING AT _ METAL EXTERIOR FI NSH AT MIDPOINT5. FASTEN 0 ENDWALL5 W/ (2) 12d NALS W 92 0 11'-8 C B A - O n ii ii ii ii ii ii ii ii - ii ii ii 1-1/2* 20 GA. STEEL BRACE CL {Q O C 2x4 5PF #2 ON EACH END 1x4 BELT RAE J 4 O .Q OR 20 GAUGE STEEL 1-BRACE J > IL Q PLATE DESIGNATIONS I 5/8' PLYWOOD DECKING A 3.0' x 5.0' M-20 GA. ' / ) 2x4 BOTTOM PLATE U B 3.0' x 5.0' M-18 GA to C 3.0' x 5.0' M-16 GA. • AT O TYP• SIDE WALL G 2-2x6 5YP #2 PRESSURE TREATEd SKIDS. STAGGER JOINTS MIN. OF 6-0" PLATE SCALE= 1/4` _ 1`-O' IL T11TEKV OR ALPINE' PLATES EACH SIDE LOCATIONS 1x2 FILLERS -20 ASSEMBLY EMBEDDED 3 BETWEEN 1x4 ' ` SON H3 HURR. 1- GA. OF 0 CLIP OR EQUAL B = 1x4 BRIDGING CONT. - 1-BRACE HYDRAULICALLY OR BY 2 2 170 ROOF BRDGHG AT ; EACH STUD. (TYP) 2x4 SPF #2 ROOF/WALL AT MIDPONT5. FASTEN (OUTSIDE) OPTIONAL 3 1/2` ROLLER PRESS O PITCH CTYPJ ENDWALLS CONE PER SIDE) A55EMBLY.6 24' O.C. W/ (2) 12d NAILS - / - ti-i OVERHANG AT SIDEWALLS O O II BRACING PATTERN 'A` -p ROOF/WALL 20 L GA. FLAT BRACE • ASSEMBLY OPTIONAL BARN 2x4 SPF #2 ON EACH END OUTSIDE) O G STYLE OVERHANG 14.5' j Z MAX. F 1x4 6 4'-0' O.C. DADOED "< / \)' t 2OCA w a ` INTO FLOOR JOIST OR• IV LIEU - - 2x4 SPF #2 ---- ZO GAUGE STEEL T-BRAGS OF 1x4 DADO T+G DECKING • 9 (TYPICAL) -- - T-BRACE 4-► - 5/8' PLYWOOD DECKING / NN (OUTSIDE) Z 3 SILL HEIGHT 2x4 BOTTOM PLATE _ ' MAY VARY BRACING PATTERN B' O SKIDS P.T. . .. ,. .. ., „ ., ., ., .. - FLZ O ` TW. ROOF/WALL G AT BRACE QUT SOIL) W~ z SCALE' 1/4' = 1'-0. - Q _ - - - 2-2x6 #Z 5YP PRESSURE TREATED O - --t 5KD5. STAGGER JOINTS MN. OF G'-O` - - . _ 2-20 GA. 16d NAS UNIT LENGTH VARIES 8'-O' TO 50.-0' T-BRACE U-I 2-16d NAILS 6 EACH STUD (I NSIDE Z +1 OUTSIDE) EACH VERTICAL OR 7-BRACE Q 2x6 5YP #2 1Gd NAIL 6 TAPERED 2x6 �T T HEADER EACH STUD SPF #2 6 OPT• SIDE W G O• UTSIDE AND BRACING PATTERN 'C` NEBRAGE I6d NAIL S - --i 6 8" O.C. 1Gd NAL 6 • 2-1Gd NAILS SCALES 1/4' = 1`-0" • IG' O.G. 2-20 GA. - FLAT BRACE, SECTION A 1x4 BELT- _ SPF #2x6 WIDTH OF MAXIMUM BUILDING LENGTH FOR 11'-8' WIDE UNITS C1 N5DE SCALE= 3/4' _ '1`-O' - RAIL BRACING BRACING BRACNG BRACING BRACING - +1 OUTSIDE) �� 1`.71 1 • OPENING PATTERN PATTERN PATTERN PATTERN PATTERN '-n • LLr A B G D E 2-20 GA. W T-BRACE Q u 1-1/8" MIN ( O G DETAIL • 23-1/2' 30-3'. 5o'-O` N/A N/A N/A Cl NSDE _10 c0 G3' 21'-4" 37'-8" 50'-O' N/A N/A R OUTSDE) — Q SCALE= 3/4' = 1"-O' • 2-18 GA. OR 1-BRACE ZO 1-1/,2' M. 72' 19'-2" 34'-0` 49'-O` 50`-D' N/A OUTSIDE BRACE b a FLAT BRACE Twr 16" MIN. 12 Q' 22"-O' 32'-O' 41-10' 50'-0' C1 INSIDE BRACING PATTERN 'D' NODE •�1 OUTSDE) 108' 8-0' 15.-0' 22'-0' 30'-3` 3T-8' Q 18 OR 20 GAUGE 2- LISTING AGENCY INSTALL 3-1Gd NAILS FROM 18BGRAA. (INSIDE) APPROVAL l l r• 1�,71JLi l ION OFI BIUCO _ _ 2x4 HEADER INTO EACH TRPLE ROOF/ -FLAT BRACE (OUTSDE) THESE PRINTS COMPLY WITH THE ROOF/WALL ASSEMBLY WALL ASSEMBLY N.T.S. FASTEN ALL MULTI ROOF/WALL FLORIDA MANUFACTURED BUILDING DOUBLE ROOF/WALL FASTEN ALL TOGETHER WITH INSTALL 3-1Gd NAILS FROM ACT OF 1974 CONSTRUCTION CODE _ - AND ADHERE TO THE FOLLOWING ASSEMBLY ONE 2x6 HEADER INTO EACH CRITERIA4 -NOTE- SIDE OF OPENING lod x 3' NAILS A7 12' O.G. ROOF/WALL ASSEMBLY TRIPLE ROOF/WALL BRACING_PATTERN_ •' - 1x4 BRIDGING IS NOT DOUBLE ROOF/WALL CONST. TYPE - SHOWN FOR CLARITY 2-Id NAILH 2x4 ASSEMBLY EACH DOUBLE ROOF/ ASSEMBLY OPENING EACH END Or OPENING6) AT EACH 2x4 _ SIDE Of OPENNG� / / WALL ASSEMBLY _ � - OCCUPANCY - - S 24' // O LO OORS# ., 1 REV. BY DATE MAX. WIND VELOCITY 110/120 MPH FIRE RATING OF O EXTERIOR WALLS 14.5' 30.5' 42' • LIII60' 75.5' MAX. II PLAN NO. 112-022.12 MAX. „ MAX. j / MAX. - ft/ - ALLOWABLE ____MAX.4 5YP#2 FLOOR LOAD SO/125 PSF 2x4 SPF #2 =__ W/1/2' PLYWOOD A DATE, /15/99 (TYPICAL) --------- 2x4 5YP #2 _ 2-2x6 SIP #2 MANUFACTURER LARK/BILDERS 1{ 1� II - ---�r---fir - __ ____ _ _ 2x4 SYP #2 - ' II {{ 11 JACK STUD CK BYe SC II �► {{ I{ - II •II - 5CALC, . - - SILL!NEIGtiT I I II • n rI n . n � EACH SIDE MAY VARY I I n I I- - - I I r II4' 1-O - E NOT VALID L -L.ESS SICCED W.O.WO NO 12-022.12 L - II ,,_,,_1"_ ., __ II __ / / •1 ___ __ __ _ _ __ '' __ __ - II - - -: • - - - Z SHEET INSTALL SILL _--_-- \__ -2x4 5YP #2 AS NEEDED 2x4 SPF #2 SILL��PI ATE ►T - JACK STUD ILL' ��AL�L OPL'NI G G • - - >< EACH SIDE SCALE, 1/4' = 1"-O' 2OF4 - - - - - - - -- ' .i I i 'it��I�• l i ilr�r, .-i•I r' ,. � -� � - , --, •, _ I i -i .i '' '•i. -i i ROOf/WALL ASSEMBLY n Q -NOTE- SKIDS NOTCHED 1-1/2' # lL AT FLOOR JOISTS SEE DETAIL U ROOF/WALL PLYWOOD W J F L� 04 1 ASSEMBLY ON SHEET FP1 DEG G 2x4 BOTTOM PLATE (� FLOOR JJOIST _I \ HURRICANE STRAP © UJ SEE DETAIL THIS SHEET o, e _ Qooa 'ALPINE_ PLATES EACH SIDE • OF ASSEMBLY EMBEDDED •• �- ° 000° HYDRAULICALLY OR BY og ROLLER PRESS U HURRICAN CLIP EACH END OF Rt1 JOIST cD SKID TO FLOOR'J015T Q FASTEN STUD TO BOTTOM PLATE _ w W/ 3-1Od TOENAILS (NOT SHOWN) 1 1/4 x 0.035 THICK TIE DOWN STRAP- SEE FOUNDATION SHEET FOR FASTENNG AND LOCATIONS OF STRAPS. 2-1Gd NAILS. I EACH SIDE Of GROUND ANCHOR EACH ROOF/WALL ASSEMBLY - SE 11ON SCALE- 1-.1/2" = 1O.® 1 1/2' x 20 GA_ STRAPS B 24' O.G. W/ 2-1Od NAL5 y EACH SIDE. EACH STRAP CONT. JOUS 1x4 ROOF W BRIOC4NG FASTENED W/ (2) METAL (2) 2x4 5PF #2 ROOF 301ST AT I 12d NAILS ® EA. ASSEMBLY EXTERIOR ENDWALL. FASTEN TOGETHER AT FWISH 4W ZZ PEAK AND COLLARS WITH PLATES 7EC11 / : - - PER PLATE SCHEDULE Z Z ON A ALL AILS ARE "COMMON' NAILS SCALE' 3/4- = 1"-O' ! Z N z 2x4 5PF #2 ON EACH END — t GLUE AND NAIL W/ C6) 3-x5'x20 GA_ METAL SPLICE 12d NAILS E.5. FIN PLATE W/ 4-1Od x 1 1/2'-NAILS ROOf/WALL ASSEMBLY - w - ' EACH SIDE OF SPLICE. EACH DO NOT DADO WIDE FACE (BEYOND) �/ Q SIDE OF BOTTOM PLATE. ROOF/WALL or ENDWALL STUD Ix4,BELT RAIL DADOED INTO lu \ ASSEMBLY WALL ASSEMBLY OPTIONAL 3"x5"x20 GA: PRESSED ON FASTENED W/ (2) 12d NAILS PLATE BY -MITEK' OR ALPNE AT EACH STUD z II z 2xGx22 1/2" 2x4 BOTTOM PLATE Id NAILS 8" O.C- OR EQUAL 0 / SPLICE BLOCK W/ SCARF JOINT SPLICE 2x4 BOTTOM PLATE 0 2xG'5 B (n U 24 O.C. _ - - / - 1 1/2" x 20 GA. STRAP ff 111 W/ 2-iod NAILS EACH PLYWOOD DEGtciNG ;' w , Of END AT 24 O.C.STRAP. ~ FLOOR J015T Lt' 3/4 _ OPTIONAL FCTION Z Q C3 Q SCALE= 3/4- = 1`-O" SCALE: 3 - i END JOIST 00 LI5TING AGENCY Q > 2x6 SKIDS PRESSURE A E APPROVAL TREATED__ . X2 x2 THESE PRINTS COMPLY WITH THE - - FLORIDA MANUFACTURED B J.DING _ ACT OF 1979 CONSTRUCTION CODE AND ADHERE TO THE FOLLOWING CRITERIA' _ SECTION CON5T. TYPE - r 1` 2x4x14 1/2 SPLICE BLOCK 1W. ;7LJV ION F' OCCUPANCY 5 - ALL BOTTOM CHORD SPLICES. SCALE= 1/2" = 1 -O ALLOWABLE # 1 OF FLOORS REY. BY DATE 2x6 S GLUE AND NAIL W/ / 1Od NAILS E.S. MIN. ROOF/WALL Y WIND VELOCITY 110/120 MPF1 1 RGR 10/1/9° ///- ASSEMBLY FEE RATING OF EXTERIOR WALLS 0 I ALLOWABLE 112- 022.12 FLOOR LOAD 50/125 PSf 2x4 BOTTOM PLATE APPROVAL DATE 10/1/94 SPLICE BLOCK MANUFACTURER LARK BIJLMRS \ 3-16d NAILS DATE' /15/99 \ E.S. M. ,/ 3-lCd NAILS MN BY" GR GR BYE 5G = SCALES /4" SECTION su;nON ( Is NOT VAUD L S3 SK24ED W-O. NO 12-022.12 E SCALE= 3/4 = 1"-O" SCALE= _ 3/4" = 1"-O" _ SHEET I / -/t X- . - - - - 304 Page is too large to OCR. Cn FOUNDATION ,y�j j�j� a r.. _ UST LENGTH VARIES-8'-0' TO 50'-O' FO NDA ON DIMENSIONS iii 8" WOTL E OO MODIXE EDGE O 5 AP GNG O SPAACIN PIER AXXW1 PIER F- - A 11'-8" 2-21/V 7-3 6-0' 3'-5' Q_ --------------------------- ---------------- ----- ----- Q - cq - - ------ w • _ SEE DETAIL PIER TYPE A A TYPICAL UNDER ALL SKIDS Q UNLESS OTHERWISE SPECIFIED U A G F END WALL[I] El] [I] MAXLIUM ANCHOR TE-DOWM j LOCATION =--------------------------- ------------ El] ____ t ----------------- --------------- (STRAPS ANGLED 45 ) `5IDEWALL BU ILDNG WIDTH - 110 M.PA 120 M.P.H. CN FEET) w 118" G•-11• 5'-7" -TYP`ICAL FOUNDATION PLAN • FOR ll'--8' SINGLE WIDE UNITS 0 Q SCALE, 1/4' _ 1"-O' 4,z 1J0 _ } 2-2x6 SYP #2 TIE DOWN STRAP 2xb P.T_ FLOOR P.T• � FASTENED TO WALL STUD = Q z JOIST AND DECKING WITH 18-164 NAILS. SPACED — p • ONE NCH Mr-1U!1 APART I Q w ~_ z F191 z GRADE N O • I I 745°-55° lL F. GROUND ANCHOR AT EACH TIE DOWN STRAP LOCATION FOOTING MUST EXTEND (5EE TABLE THIS SHEET) O BELOW FROST LINE IL J . Q SECTION A A • SCALE= 1/2' = 1•-O' 0 o ~ no� tl a Q J • 4 " > SOLID 8'x16"x16" FOUNDATION- NOMO oONGRETE FOOTING P.T. 2x8 SIP DOUBLE 4'x16"x16" SILL PLATE CONCRETE PADS T_ ALL FOUNDATION .CONSTRUCTION. MATERIAL. AND INSTALLATION SHALL BE IN 7. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM AG15. GRADE GO. ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND PLACED WITH 3" CLEARANCE FROM BOTTOM AND SIDES OF FOOTING. 2. TIE-DOWN STRAPS TO BE 1 1/c x .035 TYPE 1. FISH B. GRADE I ZINC COATED STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR 8. ALL PIERS SHALL BE CAPPED WITH 2x8 5YP PRESSURE TREATED SILL PLATES. (Rr7v- BY DATE ARCHITECT CONFORMING WITH ASTM D3953-91. TIE DOWN STRAPS AND FULL LENGTH OF PIER. • _ r------ - CONCRETc Xc X,,'o _____ _____ _________ E HARDWARE SHALL HAVE 2835# MNIPEM WORKING CAPACITY. MA50NRY 9. SKID SUPPORT PIERS MAY BE INSTALLED LATERALLY C90 FROM THE 3. GROUND ANCHORS SHALL HAVE 2835# MINIMUM WORKING CAPACITY. AND SHALL ORIENTATION SHOWN ON THE FOUNDATION PLAN). CENTERLINE OF EACH BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. PIER MUST BE LOCATED DIRECTLY BELOW THE SKID CENTERLINE. ► DESIGN Of GROUND ANCHOR. INCLUDING SHAFT LENGTH. NUMBER AND DIAMETER • L------' OF HELIXES. ETC.. TO BE AS SPECIFIED BY- THE GROUND ANCHOR MANUFACTURER 10. ASSUMED SOIL BEARING CAPACITY IS 2.000 P5F. IF THE ACTUAL 50L VIEW SECTION FOR THE ACTUAL 50L TYPE ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES BEARING CAPACITY IS LESS THAN 2.000 PSF. THE ARCHITECT/ENGINEER PLAN OF GROUND ANCHORS ARE BELOW THE VALUES SPECIFIED ABOVE THE ARCHITECT/ MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. DATES iiisiqq ENGINEER MUST BE CONSULTED FOR AN ALTERNATE ANCHORAGE DESIGN. FOOTINGS SHALL BE PLACED ON NON-EXPANSIVE SOIL ONLY. DRN BY' CR • 4. THE FIRST TIE-DOWN 5TRAP FROM ENDWALL5 SHALL NOT EXCEED 1/2 THE 11. INSTALL BLOCK PIER ON EACH 51DE OF ALL EXTERIOR DOOR OPENINGS. PIER A- GK BY. 5G - MAXfhLJM SPACING INDICATED. IN NO CASE SHALL ANY BLALDNG HAVE LESS (MANUFACTURER'S RECOMMENDATION ONLY - OPTIONAL WHEN NOT SHOWN). SCALES /4' 1-0' THAN TWO STRAPS'PER SIDEWALL. SLIGHT ADJUSTMENT MAY BE REQUIRED TO-INSURE OPEN ABILITY AFTER ' _ SCALE, 1/2' 1-O" • INSTALLATION OF BUILDING IS COMPLETE. IS NOT VALID UNLESS SIGrED • WO. NO 112-022.12 5. ALL PIERS SHALL BE CONSTRUCTED OF 8"x8"x16" CONCRETE MASONRY UNITS • _ Z CONFORMING TO ASTM C90. MASONRY UNt5 SHALL BE LAID IN TYPE K.OR 5 MORTAR OR COVERED. WITH SURFACE BONDING CEMENT INSTALLED IN ACCORDANCE • `SHEET WITH ITS LISTING. PIER FOOTING SHALL BE AS DESCRIBED ABOVE. 6- MNQMIJ1 CONCRETE FOOTING COMPRESSIVE STRENGTH 3.000 P51 AT 28 DAYS. - 1OF1 -- - —`— - — — _ � '.1�:�:. � { }.1��tv ��1•_4'i .kti - ;;L '-:11 7 -` :�i::. '.�.. :li r�i..l.,aim 41� i ud� - - -- - - - - - - —_ — i �� ' `F fix++ a ,i. vtw 1. - - J �.