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r it 0 V r d zm Ju 3- m .x ID m m 10 s � x 12 RE -ENGINEERED WOOD TRUSSES @ 24" O/C " MAX. GIRDER TRUSS W/ OOUT BLOCK NOTCH LINTEL WHERE REQUIRE 1 FOR CONCRETE PLACEMENT " PLIFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP SIMPSON SEE ELEV. OUBLE 2"x4" S.P.F. TOP PLATE SIMPSON H5 AT FLASHING H TT16 TYP. " 7/8 STUCCO FINISH PER ASTM C. 926 EACH JOINT TYP. 2"x4" BLOCKING (SEE MANUF. ATTACH BLOCKING IMPSON MTS12 ®EA. CORNER SPECS. FOR MINIMUM DISTANCE) TO TRUSSES _W/ SIMPSON SLOPE APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" — TYPICAL A34 ANGLE PICAL RE -ENGINEERED EXTERIOR FINISH OVER METAL LATH. FIRST 2 LAYERS 3/8" QQ wooD TRUSSES THICK EACH. 3RD LAYER 1/8 THICK. PREFAB CHIMNEY f 2X TOP PLATE CRICKET AS REQUIRED az �rr o / } REFAB CHIMNEY ASSEMBLY BLOCKING @ MID POINT WHEN a C�CKETI /� ~ � 5/8 THRU — — .�. - o w" Q a CHIMNEY EXCEEDS 6'-0" IN HEIGHT �, ` BOLT ---- =Z GALV. METAL =� o FLASHIN I — — A 1 /2" SHEATHING OR O.S.B. . 2"0" STUDS @ 16" O.C. MAX. SIMPSON SP2 @ EA. STUD N= Q 2"X4" 0 ts" O.C. MAX. "x4" BLOCKING TYP.�� MTL. FLASHING SIMPSON HTT16 2 X B.U.0 CRICKET RTORTRUSSSSSWITH TOP CHORD TYP. FASTENED 8d COMMONSS kGALV. 6 RO/CAEDGEES & 8/ O/C FIELD TES =: o n TY (C,4L CHIMEY DET,4IL5rFN� SECTION - PSON MTS12 ®EA. CORNER TY{=IGA HTTI(o TO STD. 90' HOOK 2 x BUILT-UP COLUMN FILL CELL BOND BEAM CONT #5 BAR o 8-16d NAILS CONT. #5 ° ° 5/8"Ox8" "J" BOLT OR 5/8"0 HILTI KWIK BOLT 11 BAR sTD. 9o• = W/ MIN. 8" EMBEDMENT HOOK 9 d I SGALE: 3/4"=1'-0" OUBLE 2%4" BLOCKING SCALE: N.T.S. S2 BUILT-UP COLUMN DETAIL NOTES: �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. �55 ��NT FROM F UNNpD TION 2X4 PT STUDS ®16" O.C. OR (1)2X4PT STUD S2 2 VERIFY THAT ALL REINFORCEMENT 4 OPENINGS LESS. THAN OR EQUAL TO 6'-0" 'TO HIGHEST BONS BEAAA� 51MP50N STRONG @ 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTTI& N PT STUDS UNDER HIP CARTER/GIRDER TRUSS _ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. BOND SEAM STEP DETAIL MAIN SPAN ROOF TRUS SIMPSON HUSC48 CONCEALED FLANGE ABOVE 1) SIMPSON LSTA14 SGALE: N.T.S. �J2 UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & c 2X4 BLOCKING � 24 0/C STAGGERED (TYP.) TYi�ICAL FILLED SGALE: N.T.S. S2 SIMPSON META20 ® EA. STUD " SEE FLOOR PLAN NOTES L INTEL ASSEMBLY /(6) 3/16 X 1 3/4 TAPCONS 10d NAILS @ 6" FOR REQUIRED CONNECTION MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ 2500 PSI GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCK KNEEWALL ,45OVE MASONRY WALL DETAIL E 5C,4LE: N.T.S. 52 ii/TYPICAL VENT OR 2ND FLOOR C.M.U. WALL (2) 2 X 8 BEAM TRANSOM OPENING 7'-4" A.F.F. PRECAST RECE S LINTEL (FILLED) #5 REBA DOOR OPENING •+ •• • - OPENING CELL W/ (1) #5 VERTICAL--,zlI1m,m III 19IISTD. �lillIN I11 - 1111M 0 Mill Milli - i11= - --- ---- ------ WWII! MEN MilliFILLED -- ------- ----- O.C. STAGGERED z A TRANSOM— FRAMING SIMPSON DTC @ 0 o r- EA. BLOCKING 16d NAILS ® 16" o/c TYP. 2-ROWS 16d NAILS STAGGERED ® 16" O/C EACH FACE OR 3-SOW 16d NAILS STAGGERED C� 16 0 C FOR 2"x10" OR GREATER HEAD R SCALE: N_T_5_ S2 SIMPSON STC W/ TRUSS BOTTOM CHORD OR EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/8", 8" 7 5/8" 8" 7 5/8�` 8" PLYWOOD 2X8 WALL TOE NAILS @ EACH END (24" O.C. MAX) o E SHEATHING ABOVE ENTRY 1 cJ2 K.O. BLOCK (1) 2"x4" CRIPPLE FOR OPENINGS 6'-0" OR DOUBLE HEADER W/ 1/2" B W/(1) #5 CONT. FILLED LESS & (2 2" X 4" CRIPPLE FOR OPENING 2 FLITCH PLATE U.N.O. 1/4" MIN. SPACE SOLID AREAS ARE STEEL AND ❑ SOLID AREAS ARE STEEL AND & 6'-0" OR GREATER 2x TOP PLATE ❑ GROUT ❑ GROUT PLYWOOD ANCHOR BOLT �(LL qqN� l�cK'NG AS RWIRED FA TENED TO OTE: 2-16d NAILS @ INTERIOR WA SAW CUT TO 10 1/2" SAW CUT TO 10 1 2" / FULL 8x8x16 BLOCK MASONRY SHEATHING HEADER W/ & 16d 0 16" O/C UNLESS N OTHERWISE 24" O.C. OR EQUAL TO TRUSS WALL BELOW NCHOR BOLTS @ 24" BOTTOM CHORD OR BLOCKING CAN BE USED IN LIEU OF SIMPSON CL-DOOR OPENING— — —DOOR OPENING - — OPENING—CL O.C. MAX. (MIN. (2) ASONRY WALL PER BOTTOM PLATE) © 2"x4" STUDS TYP. STC STRAP 2x STUD @ 24" O.C. MAX. ,/ ■ ❑ ■ ❑ -DOOR 1/2 MINIMUM CEMENT FINISH FILL THIS CAVITY WITH © FILL THIS CAVITY WITH FILL THIS CAVITY WITH SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs) GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED GRAVITY CAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR EXTERIOR WAL FLOOR GRADE TO ❑ FLOOR GRADE TO FLOOR GRADE TO c CONNECTIONS EQUAL @ 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE. STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON SIMPSON FROM BOT. PLATE TO CONCRETE LINTELS ,4T ENTRY A35 THREADED 3" DIA. EXTENSION .. R r X6 W1.4XW1.4 WWF ❑ Fol A35 SP2 7/V/V�� 0,P.T. BOT. PLATE ----------— --- ---- 1/2 GYPSUM BOARD DOOR W/TRANSOM I DD 2X4 TOP 2x P.T. PLATE 1ST COARSE 2ND COARSE 3RD COARSE W DRYWALL SCREWS * UPLIFOR FIBERMESH / NOT TO SCALE PLATE REQUIS2MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE FOf�Ob'i�IAN�FDUGAP (3" DIA.) @ 8" O.C. OR 4d -��\\ OVERLAPPING BEARIN�_ �_ _ COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE DRYWALL NAILS ��\ \ — — — \ c WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOOR JAMB \ NAILED INTO LOAD BE,4RINC�/EXTERIOR \ `\ TRANSOM 10d NAILS @ 6" WALL HEADER DETAIL Q TYPICAL INTERIOR NON-5EARING WALL DETAIL � MA50NRY LAYOUT 3-1/4" LONG X 3/16"0 TAPCON. _ \ \ FRAMING STAGGERED SGALE: N_T.S. S2 SCALE: N.T.S. S2 SCALE: N.T.S. S2 INTO BLOCK@ SPACING PER MANUFACTURE TRANSOM FRAMING 1 X4 P.T. SEE SECTION AA/S1 AND FORM CONCRETE INSET TO 1 " DETAIL BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " CREATE A SOLID BASE FOR BLOCK 10 DETAILS REFER TO PAGE SDW2 FOR WALL ABOVE. 1/2" DRYWAL 1 X 4 FURRING SIMPSON SP1 ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYW00 MIN. EXTENSION FROM EXTERIOR11 DOOR JAMB W 1 4" X 2-1 2" S.D.S. NCHOR BOLTS @ TYPICAL GARAGE DOOR SCRAP MATERIAL MAXMUFACE OM EXTENSIONLOCK WALL FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12" O.C. RECESS SIMPSON SIMPSON 35 24" O.C. MAX TRACK MOUNTING DETAIL i< TYi=ICAL SECTION TI--IRU UJINDOUJ FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL A35 SGALE: N.T.S. SZ J 3/16"0 X 3" LONG TAPCONS STAGGERE 1X a 2X4 P.T. SGALE: N.T.S. 52 = o @ 16" O.C. 2-ROWS INTO MASONRY °a PLATE THROUGH 1x4 P.T. & lx8 P.T. L1 X 8 P.. 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS TO WALL CLEAN -OUT GARAGE DOOR ACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALLOW 'a' 1-1 /2" DETAIL FOR WATER SHED. SCALE: N.T.S. 3/16" x 3 -1/2" TAPCON " ARAGE DOOR TRACK KEEP STIFFENER BACK FROM SIDES ENOUGH SZ ANCHOR BOLTS @ 24 O.C. MAX. SIMPSON SIMPSON GARAGE DOOR ROLLER 2x4 (NOM.) TO ALLOW SPACE FOR FLAT MASONS TOOLS DOOR JAMB W 1 /4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 CONNECTION ASSEMBLY TOP SPLICE @ 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDAl10N FOR CONSTRUCTION OF THIS FORM. ANY TRq VEL DIR� TION OF ;`:: ; `::.:;'::: MATERIAL OR CONSTRUC11ON METHOD MAY BE USED PROVIDED END • 1X4 P.T. SIMSPON META 16 (SEE PLAN FOR SIZE) GARAGE D�OR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING. OUBLE 10d 2X4 STUDS @ 24 O.C. •• ) 2�n 2 1Z4 DETAIL 2 X 8 P.T. C 2'-0' • MAN 1/2" DRYWALL 1X4 FURRING SIMPSON SIMPSON SIMPSON A35 SP2 A35 • 1 od @ 8' o/c 10d NAILS @ 4" 1 /2" ANCHOR BOLT @ • DOOR JAMB W 1 /4" X 3" S.D.S. -T STAGGERED 24" O.C. MAX. MIN. (2) 1X4 � PECTIONER TTOM PLATE 2X4 P.T. 3/16"0 X 3-1/2' LONG TAPCONS STAGGERED X8 .Z` \\ - PLATE ��\ NAILED INTO b STAGGERED @ 16 O.C. 2—ROWS INTO MASONRY 1X8 .. �`\�\� OTTOM SPLICE OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. `� FRAMING TRANSOM FRAMING \N, PLYWOOD NOTE: PLATE LENGTHS MUST BE 1 X 4 FURRING 3 D ETA I L SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d GOMMON SIMPSON A35 ` WIRE NAILS @ 4° O/C BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2" DRYWALL—j BB/S1 FOR ADDITIONAS 6" O/C EDGES & 8" O/C FIELD TOE'' PL ATE Si=L I CE DETAIL M iZ-// DETAIL F DOOR JAMB W 1 /4" X 4-1/2' S.D.S. 12" O.C. SGALE: N.T.S. S2 SIMPSON SP1 10d @ 12" O.C. 1 4 2X2X8 P.T. WITH" 3/160 X 3" LONG TAPCONS LINTELS A35 SON SIMPSON A35 A STAGGERED @ 16 O.C. 2—ROWS INTO MASONRY 2X8 SIMPSON LSTA12 @ 24" TRANSOM OPENING 7'-4" A.F. . PRECAST RECESS LINTEL FILLED #5 REB DOOR OPENING _ GARAGE ENTRY FORM DETAIL `I' I SCALE: N_T.S_ POURED CONCRETE BASE FOR NOPOSITION BASE SHOWN BLOCKS WALL. RECESSED BOTTOM „OF MOUNTING BASE AND WATER SHEDGFORWARD TO BE 2 ABOVE FINISHED THIS DRAWING. THIS FLOOR. 2x6 MOUNTING BASE PARTIAL INTERIOR ELEVATION 8x8x16 C.M.U. SCALE: N.T.S. , ..;: GARAGE FLOOR MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING 8,45E DETAIL POURED IN PLACE CONCRETE SCALE: N.T.S. GARAGE FFLOOR SLAB TREEWGENER I LH DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT °�4+24+5 3-1/4 DETAIL a 4. d . a aa. SIMPSON META16 (UPLIFT CAP = 1500 LBS) A NOTES SAMUEL A. GREENBERC•c, P.E. SPAN PROVIDE 2 STRAPS ON a SLOPE FORWARD FOR DRAINAGE ❑ TI H. NU1'NN, P.E_ #60122 EACH END MIN.) �3UILDOUT a OVER SIzE DOOR- 2X8 P.T. BOTTOM PLATE FRAMING DETAILS LINTELS AT ENTRY 2x BLOCKING @EACH END W/ 10d u%INDOUJ ROUGH OFENINGS CC D 301 E ENTRY FF DOOR UJ/TR,4NS01`�1 WI' ❑ IRUJIN J. BEN50N, PE. �9i58 x 3" @ 4" O.C. FROM EACH HEADER NOT TO SGALE SZ ANCHOR BOLTS @ 24" O.C. MAX. (MIN. NOT TO SGALE NOT TO SCALE S2 S2 ❑ AL I ABBA5 HAKIM, P.E. *56156 FACE TO BLOCKING (2) PER BOTTOM PLATE) sEE PLAN FOR F0011NG TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE (2) 2x HEADER DIMENSIONS `' STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 2 x 8 P.T. BUCK -CONNECT TO BLOC K SECTION 2 x 8 BUCK - CONNECT TO BLOCK WITH 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 'B' 2x BOTTOM PLATE W/ (1) 10d X 3" W/ 3/16" x 3 1 /4" TAPCON A -A " B-B GARAGE ENTRY FINISI�ED GUST, EXPOSURE WIND ZONE (2001 EDITION). VARIES @ 12 O.C. TO EACH HEADER FACE ( 1 1 /4" MIN. EMBEDMENT INTO 1" BLK.) 4 MAX. SOLID BLKG. AT TOP 2 -0 & BUCK g r-1 MAX. 2,-O, 8� M,45ONRY DETAIL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE BTWN. ARCH BLKG. HEADER SOLID BLKG. AT TOP DATE IT IS SIGNED AND SEALED. M 2 X �o �I II�.� �� 3/16" x 3" TAPCONS 1 X 4 FURRINGBLOCK BTWN. ARCH BLKG. & BUCK SCALE: N.T.S. S2 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS WALL HEADER DETAIL 1 X 4 FURRING 00, �-8 BUI��S AT S" O.C. / A ` DRAWING ONLY. BLOCK HEADER * 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W� (2) 10d L SIMPSON LSTA12 @ 24" (2) 2x4 TOP PLATE STAGGERED (FOR SHORT (4) 1Od NAILS INTO 2 x 8 BRACE/ BLKG. LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR PROVIDE 2 x 8 DIAG. BRACE BTWN. VERT. BRACES WHEN NAILS AT EA. E D PROVIDE 2 MIN. ( ) TAPCON AT EA. SIDE D AN eC;0 1/2" DRYWALL INSULATION TO BE INSTALLED BUCK - (1) WITHIN 1 REVISED 08-15-03 p SPAN PROVIDE 2 STRAPS ON 2 x 8 4S DIAGONAL HGT. OF BRACE EXCEEDS 24" EN ��EER�N�� I - EACH END MIN.) 2 x 8 45' DIAGONAL 7/16" OSB CE OF ARCH W/ 10d BRACE A-T EA.XED 2 x 8 VERT. LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR 4" MIN. OF START OF ARCH AoCREATED 01-02-02 PA. BOX 3400 - APOLLO BEAD -I - FLORIDA - 33512 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT E4. BRACES) INSULATION TO BE INSTALLED P�-TONE - C813) 64£� 0166 FAX - (813� 6�S 9698 POLY -CELL IN THIS AREA 2 O MPH E� 10 ©THESE DRAWNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. 2003 BUILT UP PLWD. BUCK - (4) 10d NAILS INTO 7/16" OSB 3 S EC.' GUST - „ � SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILM UP PLWD. BUCK---(NOTCH)BACKSIDE ARCH PANEL �2� 2x HEADER W/ ARCH CONNECT W/ Sd NAILS SCRIBETO START OF A � � SEAL �ENNAR WOMES M PLYWOOD FLITCH 2 X 4 FIR PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) IE 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 10d NAILS 4' MAX. RAD. WALL t4E AD E R DETAIL INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SCALE NOTED DRAUJN S.V_ ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS THRU OSB INTO 2 x 8 START OF ARCEQUAL ANCHOR INTO ARCH BLKG. EQUAL TAMPA DIVIISION DATE 12/12/02 N: /BLOCKS/STD 2001 III I I /� I WALL_ ; 4EADER DETAILS PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD. THK. OR MORE BUC PER INSTALLATION DETAILS ARC,i4 DETAIL r5-5*� ARCH DET,4IL NOT TO SGALE ,L 4 DETAILS OR THRU 1-1/2" WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE 52 SECTIONS DETAILS+ SECTIONS, DETAILS, NOTES SCALE: N.T.S. 82 S2 DE JOB NO. PM - 502"1 62