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s • W • 12 RE -ENGINEERED WOOD TRUSSES 0 24" O/C � " IRDER TRUSS W 1 OUT BLOCK NOTCH LINTEL WHERE REQUIRED CAQ IMNEY CAP / �) I FOR CONCRETE PLACEMENT PUFT CONNECTOR (SEE SCHEDULE) INF_ CH SIMPSON SEE ELEV. OUBLE 2"x4" S.P.F. TOP PLATE FLASHING SIMPSON H5 AT 2"x4' BLOCKING (SEE MANUR ATTACH BLOCKING HTT16 TYP. EACH JOINT TYP. SPECS. FOR MINIMUM DISTANCE) TO TRUSSES W/ SIMPSON SLOPEIMPSON MTS12 ®EA. CORNER 7/8" STUCCO FINISH PER ASTM C. 926 TYPICAL — APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" — A34 ANGLE ICAL RE —ENGINEERED OVER METAL LATH. FIRST 2 � AYERS 3/8" Q EXTERIOR FINISH THICK EACH. 3RD LAYER 1 8 THICK. WOODTRUSSES zz PREFAB CHIMNEY a— —PREFAB CHIMNEY ASSEMBLY i-2X TOP PLATE �� = i . `1 5/8 0 THRU CRICKET AS REQUIRED - BLOCKING o MID POINT WHEN C�Rt'CKET " WZ _ = CHIMNEY EXCEEDS 6'-0" IN HEIGHT BOLT S"ce GALV. METAL I A t ,d, =a c FLASHIN 1 /2" SHEATHING OR O.S.B. —2 On STUDS o 16" O.C. MAX. CV� Q SIMPSON SP2 EA. STUD 2"x4" ® 16" O.C. MAX. kGALV. MTL FLASHING x4" BLOCKING TYP.1/ CRICKET SIMPSON HTT16 2 X B.U.0 EAST IXNm TORTRUSSES NTTHTM8d COMMONSS TOP CHORD TYP, WIRE NAILS o 4" 0/C BOUNDARIES TYPICAL CNIMEY DETAILS F 6" 0/C EDGES & 8" 0/C FIELD SECTION "A -A" PSON MTS12 0 EA. CORNER TYPICAL HTT1(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 II BAR SM. K 90* ..K90• = W/ MIN. 8" EMBEDMENT E. . I OUBLE 2"x4" BLOCKING SCALE: N.T.S, SZ NOTES: SCALE. 3/4"mV-0' SUILT-UP COLUMN DETAI Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. © SEE FLOOR PLAN FOR ADD111ONAL INFORMATION. �5 CANT FROM UNNpD TION 2X4 PT STUDS o 16" O.C. OR (1)2X4PT STUD == S2 2 VERIFY THAT A REINFORCEMENT 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" 'TO HIGHEST BOS BEA� SIMPSON STRONG 0 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 HAS BEEN PLA PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE I--ITTI& N PT STUDS UNDER HIP CARIER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. BOND BEAM STEP DETAIL MAIN SPAN ROOF TRUSSSIMPSON HUSC48 CONCEALED FLANGE ABOVE 1) SIMPSON LSTA14 SCALE: NT.S. S2 UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) lOd INTO BEAM & C 2X4 BLOCKING 24 O/C STAGGERED (TYP.) TYPICAL 1=ILLED SCALE: N.T.S. S2 SIMPSON META20 o EA. STUD /(6) 3/16" X 1 3/4" TAPCONS FOE FLOOR PLAN NOTES LINTEL ASSEMBLY -- lOd 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. 9W HOOK IN K.O. BLOCK KNESWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S2 � NT OR 2ND FLOOR " TYPICAL C.M.U. WALL OPENING NMI 1■� 1 1�1TRANSOM ro ■■N� • • • • • - - • - • FILLED - ' -• 1 �19�1 IIII= NEW MEN Midi Ilyl� ■■III IiINN OEM THINE ■■ill Ili■■ �IIII I�Ii� ■III III■■ III! MIS O.C. STAGGERED z A a TRANSOM— SIMPSON DTC ® 0 o FRAMING EA. BLOCKING —i 16d NAILS ® 16" O/C TYP. 2-ROWS 16d NAILS STAGGERED ® 16" 0 C EACH FACE OR 3ED 0 -�20 16 1 FOR �x O"ILS SOR GREATER HEADERC SCALE: N.T.S. SZ SIMPSON STC W/ TRUSS BOTTOM CHORD OR EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5 8 / 8" 8" 7 5/$ 7 5/$� $" PLYWOOD 2X8 WALL TOE NAILS 0 EACH END (24" O.C. MAX) o � SHEATHING ABOVE ENTRY 1 SZ K.O. BLOCK (1) 2"x4" CRIPPLE FOR OR OPENINGS(( DOUBLE HEADER W/ 1/2" III • g W/(1) #5 CONT. & FILLED )6'-0" CRIPPLE F2( 2" X NG c FLITCH PLATE U.N.O. S 1 4 MIN. SPACE / „ SOLID AREAS STEEL AND SOLID AREAS AGRROUSTEEL AND 6 —0 OR GREATER 2x TOP PLATE ❑ GARE ROUT ❑ ❑ PLYWOOD ANCHOR BOLT SHEATHING Fl111 p N AS REQU�I ED A' %o HEADER WQ2 16d ® 16" O/C OTE: 2-16d NAILS 0 24" O.C. OR EQUAL TO TRUSS INTERIOR W� SAW CUT TO 10 1/2" SAW CUT TO 10 1/2 FULL 8x8x16 BLOCK MASONRY UNLESS NI OTHERWISE WALL BELOW NCHOR BOLTS 0 24" H©N-- BOTTOM CHORD OR BLOCKING CAN BE USED IN LIEU OF SIMPSON O.C. MAX. (MIN. ASONRY WALL STUDS TYP. STC STRAP _ _ � q_ —DOOR OPENING— — —DOOR OPENING — — —DOOR OPENING—� PER BOTTOM PLATE) PLATE) /-2"x4" 2x STUD 0 24" O.C. MAX. 1/2 MINIMUM CEMENT FINISH / FILL THIS CAVITY WITH ® FILL THIS CAVITY WITH FILL THIS CAVITY WITH ,ellSIMPPON HUSC48 UPLIFT CAP = 1302 Ibs) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED oo GRAVITY CAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO oo c CONNECTIONS EQUAL 0 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE. STANDARD 3" DIA. TEE 3/4" FURRING STRIPS LINTELS AT ENTRY SIMPSON SIMPSON SIMPSON FROM BOT PLATE TO CONCRETE A35 101 THREADED 3" DIA. EXTENSION DOOR W/TRANSO"I A35 SP2 p �ooR P.T. BOT. PLATE X6 W1.4XW1.4 WWF 11 ❑ 1 2" GYPSUM BOARD DD .... FN---------- --- / 2X4 TOP * UPLIFT CONNECTIONS �HC 2x P.T.P.T PLATE OR FIBERMESH 1ST COARSE 2ND COARSE 3RD COARSE La W/ DRYWALL SCREWS NOT TO SCALE G PLATE REQUIRED AT LOAD FOSCI�AN)FMAP (3" DIA.) 0 8" O.C. OR 4d SZ �\ \ BEARING WALLS v MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE oo DRYWALL NAILS\\\ OVERLAPPING - - - - -e- — --- - =. -" -.�,- COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE DOOR JAMB \ LOAD BEARING-r:/EXTERIOR WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. " \\ NNA TRANSOM TO 10d NAILS 0 6" WALL HEADER DETAIL Q TYPICAL INTERIOR NON-5EARING WALL DETAIL J MASONRY LAYOUToo 3-1/4 LONG X 3/16 0 TAPCON. —� FRAMING STAGGERED SCALE: N.T.S. S2 SCALE: N.T.S. S2 SCALE: N.T.S. S2 oo INTO BLOCK® SPACING PER MANUFACTURE TRANSOM FRAMING 1X4 P.T. SEE SECTION AA/S1 AND 1 " DETAIL BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET O oo DETAILS CREATE A SOLID BASE FOR BLOCK 1 /2" DRYWA 1 X 4 FURRING SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE. MIN. EXTENSION FROM EXTERIOR DOOR JAMB W 1 4" X 2-1/2' S.D.S. NCHOR BOLTS 0 TYPICAL GARAGE DOOR ADDITIONAL INFORMATION BY MANUFACTURER. 1ATERI 1/2" PLYW00 FACE OF BLOCK WALL IS 1 1/2" / / " SIMPSON SIMPS N 35 " SCRAP MATERIAL MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. ® 12 O.C. RECESS A35 24 O.C. MAX TRACK MOUNTING DETAIL iG TYPICAL SECTION THRU WINDOW 5 10 FACE OF BLOCK WALL IS 2 1/4" TO DRAIN " " LINTEL •• SCALE: N.T.S. S2 SCALE: N.TS. S2 2X4 P.T. 3/16 0 X 3 LONG TAPCONS STAGGERE 1Xro ff- o 0 16" O.C. 2-ROWS INTO MASONRY ° . as PLATE 00 THROUGH 1x4 P.T. & 1X$ P.T. X $ P. • 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS TO -TRACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALLOW WALL CLEAN -OUT ,L� GARAGE DOOR FOR WATER SHED. 1-1 Z2 DETAIL 3/16" x 3 -1/2" TAPCON SCALE: N.T.S. rj2 / ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON ARAGE DOOR TRACK 2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH SIMPSON DDpppp pLLE TO ALLOW SPACE FOR FLAT MASONS TOOLS DOOR JAMB W 1/4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 SP2 G CON�CTION ASSEMBLY TOP SPLICE ® 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1X4 P.T. „ SIMSPON META 16 (SEE PLAN FOR SIZE) �q L pIREC�pN OF ': '';:' MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END OUBLE 10d GAAGE DOOF� 2 1 �4" DETAIL 2 X 8 P.T. C 2X4 STUDS o 24 O.C. •• PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) _ CxARA4C•xE ENTRY 1=0RM DETAIL `I' I SCALE: N.T.S. MOUNTING BASE SHOWN POURED ��CONCRETE BppAS��E: RFOR gg p GG IN POSITION NAB F;A RL HED��OR�ARD GARAGE DR GE O OOR�NFINISHEDSE 2x6 MOUNTING BASE THIS DRAWING. PARTIAL INTERIOR ELEVATION x8x16 C.M.U. SCALE: N.T.S. GARAGE FLOOR MMOUNTING BASE NOT SEEO DETAIL BELOW a• . SEAT FOR BLOCK IS MOUNTING BASE DETAIL POURED IN PLACE CONCRETE GARAGE FLOOR SLAB SCALE: N.T.S. DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT 3-1 4 DETAIL s � NCI �,�"NOTES ❑ SA>�Iu�L �4. CR�EN$ERC:, T-=. SPAN PROVIDE 2 STRAPS ON a °a'. SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD EACH END MIN.) BUILDOUT 6 OVER SIZE DOOR_ 2X8 P.T. BOTTOM PLATE FRAM" IINC-s DETAILS LINTELS AT ENTRY FOR DRAINAGE ❑ THU1' H. I-IUYNI-I, �'. (00122 2x BLOCKING 0 EACH END W/ 10d t,UfNDOUJ ROUGH � OPENfNC S CC p A50VE ENTRY � DOOR W/TRANSO`� EE ElIRWIN J. BENSON, P.E. "49158 x 3" 0 4" O.C. FROM EACH HEADER NOT TO SCALE S2 ANCHOR BOLTS o 24" O.C. MAX. (MIN. T ANOT TO SCALE ElALI A55AS NAKIM, P.E. 056786 FACE TO BLOCKING NOTO SCALE SZ SZ (2) PER BOTTOM PLATE) - (2) ZX HEADER SEE PLAN FOR FOOTING TO THE BEST OF THE ENGINEER'S *4OWLEDGE ,AND BELIEF, THE DIMENSIONS STR ►CTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 2 x 8 P.T. BUCK -CONNECT TO BLOCK SECTION 2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND / () „ / „ A -A 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) B-B GUST, • VARIES 2x BOTTOM PLATE W 1 lRd X 3 W/ 3/16" x 3 1 4 TAPCON 0 12" O.C. TO EACH HEADER FACE (1 1/4" MIN. EMBEDMENT INTO BLK.) �" MAX. ggOLIp BLKG. AT TOP �_ • "MAX. CaAR,4C-cE ENTRY 1=1NISNED �' B WIND ZONE (2001 EDltl�). BTWN. ARCH BLKG. &BUCK 2 0 8 2'-0' 8# MASONRY DETAIL THIS DRAWING: AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE 3/16" x 3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP DATE IT IS SIGNED AND SEALED. 2 X ro (f IN.) FRAME E 1 X 4 FURRING BTWN. ARCH BLKG. &BUCK SCALE: N.T.S. S2 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS WALL II'-IE AD E R DETAIL. 1 X 4 FURRING ,-$� xA� AT 8" O.C. DRAWING ONLY. BLOCK HEADE / A tiut;K * 8d NAILS ®8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10 (4) 1Od NAILS INTO NAILS AT EA. ELANDAN5CO SIMPSON LSTA12 ®24" 2 x 8 BRACE BLKG. LEAVE A CUT OUT IN O.S.B. PROVIDE 2 x 8 DIAG. BRACE PROVIDE (2) MIN. / I N THE INSIDE TO ALLOW FOR BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE (2) 2x4 TOP PLATE STAGGERED (FOR SHORT 1/2" DRYWALL INSULATION TO BE INSTALLED HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN A1RE\ASED 08-15-03 SPAN PROVIDE 2 STRAPS ON 2 x 8 45 DIAGONAL " ENGINEERING, I=A. C AT . FACE LEAVE A CUT OUT IN O.S.B. 4 MIN. OF START EACH END MIN.) g P.O. COX 3400 - APOLLO BEACM - r-LOPIDA► - 33512 2 x 8 45 DIAGONAL 7/16" OSB A CH W (3) 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH 0 CREATED 01-02-02 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT END BRACE(S) INSULATION TO BE INSTALLED PMOI� - (813) 645 0iGf6 FA4X - (85) 645 96W POLY -CELL IN THIS AREA 120 MPH � �� ©TM� DRANANGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 BUILT UP PLWD. BUCK - (4) 1 Od NAILS INTO 7/16" OSB 3 SEC. GUST 2 2x HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK RCH PANEL / ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO START OF ARC � LENNAR HOMES L WOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS) 2 i 4 FRAME 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH WES W/ (4) 10d NAILS 4' MAX. RAv. WALL. HEADER DETAIL. INSTALL WDW. SCREW J BTWN. OSB ARCH FACES W (4) 1Od NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SCALE NOTED B.Y. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. TAIMPA DIVISION WALL I HEADER a PER INSTALLATION DETAILS START OF ARC PER INSTALLATION DETAILS EQUAL EQUAL DATE 12/12/02 N: /BLOCKS/STD 2001 WALL_ HEADER DETAIL"S � DETAILS ORPROVIDE PTHRU CON P1-1/2"ER WTHKS OR MORE BUC TALLAT4' MAX. RAD. AARCH DETAIL g�3 11 ARCM DETAIL. rA� WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE CJ2 SECTIONS.. DETAILS, NOTES SCALE: N.T.S. 52 NOT TO SCALE Iss2 OE JOB NO. PM - 5021 62 1/2" DRYWALL 1X4 FURRING A35 SON SIMPSON SON A35 SIMPSON 1Od ® 8" O/C " " 10d NAILS 0 4" 1/2" ANCHOR BOLT 0 DOOR JAMB W 1/4" X 3 S.D.S. 1 STAGGERED 24" O.C. MAX. MIN. (2) 1 X \\ PER BOTTOM PLATE 2X4 P.T. \` SECTION PLATE 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8 \ NAILED INTO o OTiOM SPLICE STAGGERED ® 16 O.C. 2-ROWS INTO MASONRY 1X8 \� TRANSOM •• OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. NOTE: TRANSOM FRAMING \ PLYWOOD PLATE LENGTHS MUST BE " 1 X 4 FURRING SEE SECTION AA/Sl AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 3 D ETA I L WIRE NAILS o 4" O/C BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2" DRYWALL BB/S1 FOR ADDITIONAL 6" O/C EDGES & 8" O/C FIELD ILS TOE'' PLATE SPLfCE DETAIL M DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C. SCALE: N.T.S. SZ SIMPSON SP1 1Od ® 12" O.C. 1 4 2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS RECESS SIMPSON STAGGERED 016" O.C. 2-ROWS INTO MASONRY 2X8 LINTEL A35 SIMPSON A35 A SIMPSON LSTA12 ®24" .. , TRANSOM OPENING 7'-4" A.F. . PRECAST RE SS INTE FI E #5 REB DOOR OPENING