Laserfiche WebLink
PRECAST 1EADEFVMW <br />2 X 4 (MN 2 X 3) 1-3/16 TAPCONI <br />OR DRIVE PIN MN BHAJC SIZE <br />MN HEAD SIZE 900 <br />MN EMBEDMENT I I14'1 <br />B' FROM EACH ETD AND W <br />oG MAX MN I•v4 eMBEDMSNr <br />2 X 6 MN 2 X 3) 2-3/I6 TAPCCN jT <br />OR DRIVE PIN (MIN SHAW SIZEJ45 <br />MN LEAD SIZE 900 <br />MN EMBEDMENT I V4') <br />B' FROM EACH END AND W <br />OL. MAX MN 1-1/4' EFOEDMBNT <br />2 X S MN 2 X 317.3A6 TAFKON <br />OR DRIVE PIN (MN SMANIC SIZEJ45 <br />MN HEAD SIZE 300 <br />2X4 SOLD BLOCKING <br />MN EFOROMENT 1 V4'/ <br />SECURE TO SHEATHING W/ <br />D• FROM EACH END AND b' <br />MN. 2-12d PER BILK EA END <br />OL. MAX. MN 1-1/4' EMBEDMENT <br />1/I6' OSB SHEATHING <br />C MU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: VU'•I'-0' <br />DBL. TOP PLATE <br />2X4 16' OG MA)c <br />SECURE 2X4 W/ <br />EMBEDMENT I V WAN <br />6' EA END NOT To <br />Rf <br />ARCHWAY <br />EXCEED ISOG <br />MAX <br />2X4 9O.D <br />BT. PLATE <br />BLOCKING SECURE <br />144, PLYWOOD - <br />TO SHEATHING WITH <br />OR 1A6' OSB, <br />MN 2-12d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />U SCALE: 1/4'4'-®• <br />lO. 1,W OAS, OR IV FLYWOOD SHEATHING <br />2O 90 6LDG FELT <br />Q 24' WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />O MUST ADD CIS10, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FISEWSLASS SHINGLES <br />iR188 <br />I/2' CLG. BOARD 4 TENT. <br />91MPSON SP4 2X4 COL. TOP PLATE <br />• 32' OL. 1/2' DRYWALL <br />2X4 WOOD STUDS -16' OIL., <br />UNO. ON TRU98 PLAN <br />2X4 CONT. STRESS <br />�BLOCKING MID -WALL <br />3X4 PT. PLATE <br />SIMPSON SP4 <br />32' OG MAX <br />I/2'X9' A.M. 32' Or - <br />SLAB <br />2 9'6 CONT. <br />1—STORY <br />INT. BEARING WALL <br />7 scALE.In'.R-m. <br />NOTE: FOR WALLS UNIo U•LFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />SIMPSON <br />SP4 • 32' <br />OG <br />COL. TOP PLATE <br />2X4 16. Or- MAX <br />SECURE 2X4 W/ 2-V <br />TAFCONS OR DRIVE PIN <br />(MN. SHARK SIZE J4S MN <br />LEAD SIZE 300 MN <br />EMBEDMENT I W MIN B' <br />EA END NOT TO EXCEED <br />S' OG MAX <br />2X4 SOLID <br />BLOCKING SECURE <br />TO SHEATHING UT14 <br />MN 2-12d PER MILK <br />EA END <br />EXTERIOR ARCHWAY <br />PRECAST NEADEWMN) <br />2% 4 (MIN 2 X 3) 1-9A6 TAPCON <br />OR DRIVE PIN MN 804AW SIZEJ49 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FR01-I EACH END AND 18' <br />OG MAX MINI-I/1' 131'11 I -ENT <br />2 X 6 MN 2 X 3) 2-.'W/16 TA•CON <br />OR DRIVE PM (MN SHAW SIZEJ45 <br />MN HEAD 912E 300 <br />MIN E'BEDI'7ENT 1 114')8' <br />FROM EACH END AND 18' <br />OG MAX MN 1-1/4' EMBEDMENT <br />2 X S (MN 2 X 3) 2.3/16 TAPOON <br />OR DRIVE PIN MN SHAW, 512EJ45 <br />Mill HEAD SIZE 300 <br />lA6' 080 SHEATHING <br />MN EMBEDMENT 1 1/4') <br />2X4 16' Or- MAX <br />6' FROM EACH ND AND S' <br />(WHEN OVER IS' INHEW.04TJ <br />Or- MAX M1-1/4' EMBEDMENT <br />2X4 SOLD BLOCKING — <br />SECURE TO SHEATHING W/ <br />MN 242d PER 13LK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE, IA'•F-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.TS. <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS - 16' OZ. MAX, <br />USN. <br />j' T 4 G BUBFLOOR GILLED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 • 32' <br />OL. MAX <br />LHiGH <br />FLOOR TRUSS <br />DOUBLE TOP PLATEN <br />2x4 CONTOUS STRESSBLOCKING MID WALL <br />2x4 STUDS • 16' or_MAX, <br />UON. <br />V2'GYP. WL. ]BID.SECUREST. PLATE TO SLAM <br />WV I'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />STRENGTH EPDXY T' <br />EMBED. MN <br />- S4MP80N SP4 • 32' Or- MA <br />S INT. 2—STORY LB.W. <br />SCALE: i!U'•P_0• <br />PRE -END TRUSSES OR <br />CONY. FRAMED RAFTERS <br />j' O.S.B. BREATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCUM£ <br />BETWEEN TRUSS SAYS W/ <br />(3) 12d'6 EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16, OL. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />BCALe,rn••r_® <br />DBL. TOP RATE <br />SECURE 2 X RIP TO FIT <br />W12-12d8 6'-8' OG MAX <br />TAY TEXTURED FINISH <br />1A6- OaB SHEATNN6 <br />2 X 4 16. OL. MAX. <br />(WHEN OVER Kr' N HEW <br />2 X 4 (WHEN OVER 16' IN HIEGHTJ <br />114' TEMPERED MASONITE <br />GLUE 4 NAIL W1Sd'S B'-12' Or - <br />IF NEEDED. <br />2 X SOLID OLK'G 6 ARCH <br />SECURE Wa-12d EACH ETD <br />—MTL U.DW FRAME <br />'MIOTE• NO GAP • IIDU FRAME <br />TO EXCEED V4' <br />AIL <br />2 X 4 (MN 2 X 3) 1-3A6 TAPCON <br />OR DRIVE PIN MN SHAW, SIZEJ45 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/4') <br />6• PROM EACH END AND 18' <br />EXISTING BLK ASV. <br />Or- MAX MIN I-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2.3/16 TAPCCN <br />1/6' TEXTURED FINISH <br />OR DRIVE PIN MN 54AW SMJ45 <br />MN SIZE 300 <br />SHEATHING <br />lA6. 050 SHEATHG <br />MN EMBEDMENT 1 1/4'1 <br />6' FROM EACH END AND W(WHEN <br />7 X 4 W- OG M6AX <br />OG MAX. MIN 1-1/4' EMBEDMENT <br />OVER IS- N HEIGHT.) <br />2 X 4 (WEN OVER IS' <br />2 X 8 MN 2 X 3) 2-3116 TAPCON <br />16' IN HEIGHT.) <br />OR DRIVE PH MN SHAW WMJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK% . ARCH <br />SECURE 02-12d EACH END <br />S' PROM EACH END AND S' <br />ATTACHMENT PER <br />CC. MAX MN 1-114'EMBEDMENT <br />MAIFACTURER'S SPEC'e. <br />MTL WDW FRAME <br />114' TEMPERED MASCNTE <br />'NOTE, NO GAP WDW FRAME <br />GLUE 4 NAIL W/6d'S 6'-12' OL. <br />TO EXCEED V4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />r1 CUTAWAY <br />J.J SCALE: I/l'•I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />84-0 FOR <br />CLARITY (SEE <br />SHOP DWGS.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DEL. TOP PLATE <br />W/ USP SPT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />6OF EXTERIOR WALL <br />SCALE:NTS <br />ASPHALT SHINGLES OVER <br />90 FELT CN 1A6' OSB. <br />PRE -END GABLE TRUSS <br />SFF STFFBACK <br />(SEE SEALD ENG PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHEERE 'X' BRACING IS PRESENT <br />�- CON. 2,4 SPF RAT RN ' <br />SECURED W/ (2) 124'.. EAC44 <br />TRUSS <br />(2) 2x4 02 S.YP. DIAGONAL BRACE W/ (3) <br />12d'6 • EACH TRUSS (DIAGONA- <br />X-GRACING TO LAVER 5-TRUSSES <br />$' GYPBU'I BOARD OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN 5'-0' OR GRATER REFER TO <br />TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1)X-BRACE <br />30'-1' TO 60'-0' (3) X-GRACE (U X-GRACE • CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />10 GABLE X—BRACING <br />SCALE: V2'•1'-0' <br />2x RIDGE ONE. SIZE LARGER <br />THAN RAFTER SIZE <br />MIN, (3) 12d NAILS OR <br />MIN. (4) Old CAN NAILS <br />I1,6 COLLAR TIE AT EVERY OTHER <br />RAFTER V <br />MN. (3) Ud NAILS OR <br />MIN. (4) 10d CAN NAILS <br />Ile NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GtN NAILS • EA TRUSS' <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DEQCINYs OVER <br />PRE-ENG TR119LR <br />PRE-ENG. TRUSS <br />CONV. FRAMED ROOF <br />META-24 RAFTER TO BLKY• SCALE: IR'•1'-0' <br />BETWEEN TRUSSES <br />0'-V TO 30'-0' (U'X' BRACE <br />30'-1' TO 60'-0' (3) 'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED ECLIALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER -� <br />90 FELT ON 1A6' 0.615. <br />(2) 2X4 n SYP DIAGONAIL BRACE <br />W 3-12d • EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUBSEB <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />TRUSS NAILS EA END <br />TO <br />TO TRUw <br />OFF STFFBACK <br />(SEE SEALD END. PACK FOR / <br />SIZE 4 CONNECTION) <br />lA6' OM SHEATHING - <br />USE ed NAILS AT <br />4- oc. EDGE 4 6' o- FIELD <br />TRUW 24' — <br />10' CLG. BOARD <br />2X4 W/ 3/e' X 9 LAG .12' orM <br />NAIL CON. RAT RN TO <br />OR 81MIP8O4 META-24 • 32' OL. MAX <br />TRUSS UV (2) 12d • EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />b OG IN FIELDING TO BE <br />DDL TOP PLATE <br />4. O.C!ALL�EDGES W/8d NAILS <br />2X4 STUD S' OL. MAX <br />(1112—STORY GABLE END CROSS <br />BRACING <br />SCALE: V2'•I'-0' <br />• I115 UPLIFT <br />SIMPSOM HTamo <br />W/10 Wd TO TRUSS <br />AND (4)1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />•2350 UPLIFT <br />(2) SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WA0 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />PRE -END TRISS <br />CONTINUOUS <br />BOND BEAM <br />T-- <br />MIN. 2' COVER <br />2' APART <br />12 S R ' TR <br />KTJ. <br />12' Z <br />FINISH s LANDING <br />3/4' PLYWOOD FF. - <br />z <br />DBL 2XS � <br />3(o' MIN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-0 COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISI I LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF, EACH STRINGER <br />LESS THAN 4' TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFOR CUT TO FIT <br />JOIST <br />D W/CONT. BEAOF IXS RISER <br />SUB -FLOOR ADHESIVE 0 <br />PL-400 OR SIMILAR m <br />z HAND RAIL <br />EA HORIZONTAL RUN <br />F <br />SECURE TREADS TO STRINGER <br />W/(3)'8 3' SCREWS 9 EA <br />v <br />STRINGER, UNTHREADED SHANK <br />• 1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />NOTE: <br />1' NOSING TYP. <br />STAIRS RISERS TO CONFOR 1 <br />TO FBCR 5TH EDITION (2014) (3) 10d CUT NAILS <br />-1-3/4' <br />MIN. TREAD 10% MAX. RISER <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO <br />m Q <br />ADJACENT TO EACH OTHER SLAB <br />3/8' MAX. VARIATION IN ANY RISERIfREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE 0 NARROW END <br />MIN. II' WIDTH o 12' FROM NARROW END SCALE: <br />3/4'.1'-0' <br />34' MIN. HANDRAIL HGT. <br />A R C R I T E C T f <br />6 <br />Design <br />Grou .n6. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAK 407-7744078 <br />www.abdesigngroap.com <br />AA 8: 0003325 <br />(.tW <br />y <br />O <br />V <br />(�V <br />Vy.. <br />O <br />�4 <br />y <br />W <br />O <br />F <br />O <br />ti <br />t <br />6 <br />SIJSDIV. 4Ia LOT. <br />SILVERADO <br />LOT 2 <br />BLK 6 <br />PROinc" <br />04128.000— 00261 <br />MODEIs <br />4EAB <br />"1672-ARIA" <br />GAP -AGE 8MMG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCH '- <br />STATE OF FLOWA <br />PDA-M 10/1 //171/4"=1'—O"\J'rl_/ 5 <br />