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ATTACHMENT (1 -45 MPH) <br />1:3 A <br />GANMGE DOOR <br />4: �3.60SLOIO .01.) CONC. SLAB EWd <br />6 1 W.W.M. OR FIB ECESS <br />04FSH ON . VAPOR BARRIER OVER <br />CLEAN COMPACTED ITE TPTATrID FT <br />FRAMING TO 0 A DRIVEWAY <br />GAIVI^GE LINTEL <br />BE FLUSH <br />2 3#5 REBAR CONT. <br />MIN. COVER EXPANSION JOINT <br />PITCH VARIES PER PLAN 12 <br />(SEE TRUSS DRAWING) //r--HURRICANE ANCHOR <br />ALL BOLTS & NUTS 12" USP TA20 <br />FLUSH WITH FRAME <br />TERMI TE TP' A7D FT <br />DRI VIEW <br />1 '10 JO <br />NT <br />IN. '0 EXPAN IN <br />2* x 6" FRAMING <br />K <br />8" KNOCK OUT BIL <br />W/ 2# 5 FOR 16' WIDE GARAGE DOOR <br />OR <br />W/ 1# 5 FOR 8' WIDE GARAGE DOOR/ <br />2" x 6" FRAMING P.T. 2x6 P.T.— <br />ALL J BOLTS 1/2" x 8 x 3* 1x3 IRS. TRIM — <br />GARAGE DOOR <br />8"x8" PRE -STRESSED <br />CONIC. LINTEL W/ 1 #5 ROD <br />The gcrcge shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Table R702.3.5. The <br />wall separation provisions of Table R302.6 shall not apply to gcrcge <br />walls that are perpendicular to the adjacent dwelling unit wall. <br />TABLE R302.6 <br />DWELLING —GARAGE SEPARATION <br />SEPARATION <br />MATERIAL <br />From the residence and attics <br />Not less than 1/2—inch gypsum board or equivalent applied to the <br />garage side <br />From habitable rooms above the garage <br />VNM3�1:�' <br />Not less than 5/8—inch Type X gypsum board or equivalent navn(ppou <br />Structure(s) supporting floor/ceiling assemblies used for separation <br />required by this section <br />Not less than 1/2—inch gypsum board or equivalent <br />Garages located less than 3 feet from a dwelling unit on the same <br />lot . . . . . . . <br />Not less than 1/2—inch gypsum board or equivalent applied to the <br />interior side of exterior walls that are within this area <br />For SI: 1 inch = 25.4 mm, 1 foot 304.8 mm. ... <br />USP RT18F <br />OR EQUAL <br />USP SPT4, <br />OR EQUAL <br />DOUBLE <br />16 0 NAILS <br />12 16- D.C. <br />EACH FACE <br />SIMPSON <br />SIMPSON HDSA <br />P.T. BOT. PLATE <br />EMBEDDED IN CONCRETE <br />7 A 1!� ANCH:ORIBOLT (5/8) <br />HEADER DETAIL <br />U'LIFT CONNECTION AT LOAD 5tAKJNG �AIAI.L <br />�N7� I­fEADER �)C�IFDIJLE <br />Lf 10 3'- 4" <br />2- 2.XG' <br />3' 5' TO 5' 4" <br />2 - 2* x 8" <br />5 5" TO 5' G" <br />2 <br />5' 7" 1 D 2'- G" <br />2 2';, !:C2 <br />90 HOOK 1 <br />@ K.O. BLC <br />00-110 <br />20" MIN, LALf <br />2S,�,,F AAI, <br />1__#3 OR #4 REINFORCING BAR <br />#23 #10 <br />11 1U\110 �111)lucc�H <br />. . . . <br />+ + - + 4 <br />+ -F T <br />+ 4 <br />+ <br />+ <br />+ +4±k + <br />+ <br />. . . <br />8d �AILS 6 0. C. AT E DG + + + I + r + 4 <br />I I + + 1+ <br />E O.C. I TERMEDIATE + + + k + <br />+ 4 <br />; <br />+ + + - <br />+1 <br />+ k <br />4 <br />4 <br />4 <br />+ 4 <br />+ + . . . . . . . . + + <br />+ + + <br />++ + + 1�2"4PLVW�D + + + + + +1+ + + + + + + + + + + +T+ <br />+ + + + 4, <br />+ + + + + k + + <br />< . . . . . . . . . . . . . . . + + <br />CD J 't 2� : � _�: + <br />z: - -L 4 <br />+ <br />LID <br />+ +1 + +_ + . . . . . . + + + + + 4 <br />I - +_+ + -L ----+ - <br />)0 + + + + + + + <br />+ <br />+ <br />+ + + + + + + +L + + + + + + + + . . . . . . <br />1+ 1+ L + 4. L 4. 1 <br />tD —U <br />8d NAILS <br />6 " 0. C. <br />H 00 Q) 7 I-Q) H [A\ Do IN M 27 H K [�\ F N H K OC �_� CG Mm FE, F1',) U N M <br />145 MPH 3 SECOND GUST EXPOSURE "B" WINDZONEI145 MPH 3 SECOND GUST EXPOSUF <br />8d COMMON NAILS 0 6" O.C. & 8d COMMON NAILS 0 6" O.C. EDGES & <br />4" O.C. 0 GABLE END WALL OR GABLE TRUSS 8d COMMON NAILS 012* O.C. INTERMEDIATE <br />.131OX2 1/2- LONG GUN NAIL 0 4" D.C. .131OX2 1/2" LONG GUN NAIL 0 4" D.C. <br />EDGES & 8" O.C. INTERMEDIATE <br />.120OX3" LONG GUN NAIL 0 4" O.C. .120,OX3* LONG GUN NAIL 0 4" O.C. <br />.1130X2" LONG GUN NAIL 0 3" O.C. EDGES & 8* O.C. INTERMEDIATE <br />.099OX2 1/4" LONG GUN NAIL 0 3" O.C. .1130X2" LONG GUN NAIL 0 3" O.C. <br />(STAGGERED) & 8- O.C. INTERMEDIATE <br />.0990X2 1/4- LONG GUN NAIL 0 3" O.C. <br />EDGES & 6" O.C. INTERMEDIATE <br />36" MIN. LAP <br />REINFORCING BAR <br />ffC5 <br />#5 REINFORCING BAR <br />R 1 7/8" <br />HURRP <br />L <br />4" EMBEDMI <br />1/2- GYPSUM <br />CEILING <br />DIAPHRAGM <br />NOTES: DRAFTSTOPING FRAMING <br />SCALE : N.T.S. <br />A. 1. SINGLE FAMILY DWELLINGS. IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES INTO TWO <br />OR MORE APROXIMATE AREAS NTH NO AREA GREATER THAN 500 S.FT. <br />DRAFTSTOPING SHALL BE PROVIDED PARALLEL TO THE MAIN FRAMING MEMBER <br />"B" WIND ZC <br />2 x 4 BLOCKING TRUSS ANCHOR & <br />STAGGERED TRUSS (TYP.) <br />BETWEEN TRUSSES METAL MOISTURE BARRIER <br />ANCHOR <br />USP TA20 <br />.7 REINFORCI <br />BOND BE) <br />ATROOF <br />PRE CAS - <br />LINTEL <br />\/ <br />5d COOLER NAILS <br />OR GW854 0 7"0.c METAL <br />MOISTURE <br />BARRIER <br />GYPSUM CEILING DIAPHRAGM <br />TO SIDE WALL CONNECTION <br />At - 595 <br />A2 - 210 <br />UPLIFT LOAD - 910 TO 1736 LBS. <br />TRUSS CONNECTION DIRECT <br />TO BOND BEAM <br />M <br />8" THICK CONCRETE MASONRY UNITS <br />COMBINED TIE BEAM/ <br />LINTEL <br />HURRICANE ANCHOR <br />USP TA20 <br />W-O" MAX <br />UPLIFT CONNECTIONS FOR <br />TYPICAL HIP FRAMING <br />—SOLID AREAS <br />ARE STEEL AND <br />GROUT <br />TYPICAL PLUME31NG DETAIL5 <br />SHOWER ENCL <br />(TEMPERED GLASS) <br />SHOWER <br />qt HEAD <br />SOAP <br />GRAB <br />CONTROL <br />Ln <br />(o <br />q SHOWER <br />HEAD <br />SOAP <br />GRAB — <br />CONTROL <br />. A), <br />114T - <br />E3 <br />5HOWER CURE3 <br />4 THK CONC. <br />SLAB W1 1 - <br />LONG FIBER <br />MESH OR 6*x6" <br />1.40.4. WWF <br />INTERIOR WALL—\ SAW CUT TO 10 1/2" --SAW CUT TO 10 1/2" <br />*U <br />SHOWER ENCL <br />I�MPERED GLASS) <br />6'xl" BASE <br />SOLID AREAS <br />ARE STEEL AND <br />GROUT <br />FULL 8x8xl6 BLOCK <br />DOOR OPENING —DOOR OPENING — [NMI DOOR OPENING — — <br />q _n <br />2n <br />\—FILL THIS CAVITY WITH \—FILL THIS CAVITY WITH <br />\—FI LL THIS CAVITY WITH FN <br />EXTERIOR WALL FNI GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED <br />FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO <br />LINTEL ABOVE L LINTEL ABOVE LINTEL ABOVE <br />IIST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE <br />BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE <br />11" DOOR JAMS WALL IS TO BE WOVEN INTO THE MAIN FRONT TO <br />REAR WALL AS SHOWN. <br />W nA �-)O K T37 11,/A�WnIJ97 <br />IAI I 1 1) IN <br />U i OR DA14 I It 11 1 AS4 1.1% <br />AIAN I U-I L R I R'S PRODII Ct APRON AL <br />SPI C", k IN)\ %'ID 1%111.A 110%S01 <br />0_4 <br />7, <br />%1IN I k2 N Nil 1%(' <br />I Kip <br />S21 <br />1� I Im 11 Sot I I All V -it %(*11, IT <br />�S( I% OR /I <br />t <br />S I KIP 1 %01 <br />JI-CIIIANNEI <br />KPAN I <br />t,�SILVPOR I 1: 1) SPAN <br />FIGURE R704.2.1 <br />TYPICAL SINGLE -SPAN VINYL SOFFIT PANEL SUPPORT <br />E <br />0 <br />0) <br />0 cc r,-- <br />9 <br />N ca 0 <br />r4 _0 I <br />z @ U") <br />< <br />2 &12 01 <br />LU z <br />CU C <br />CU 0 <br />0 E <br />z <br />PEAR Engineering <br />Design Service, LLC. <br />THIS DOCUMENT AND ALL INFORMATION, <br />DESIGN, CONCEPTS DRAWNGS, DETAILS, <br />SPECIFICATIONS AND GENERAL NOTES <br />CONTAINED HEREIN ARE THE EXCLUSIVE <br />PROPERTY OF "PEAREDS" <br />:T SHALL NOT BE COPIED OF TRANSMITTED <br />N ANY FORMS OR BY ANY MEAN ELECTRONIC. <br />MECHANICAL INCLUDING RECORDING <br />PHOTOCOPYING, INFORMATION STORED <br />RETRIEVAL SYSTEMS STRICTLY WITHOUT <br />THE APPROPRIATE PRIOR WRITTEN PERMISSION <br />PEAR EDS. LLC. THIS DRAVIANG SHALL BE USED ASA <br />REFERENCE DOCUMENT AND WORKING INSTRUMENT <br />ONLY BY AUTHORIZED PERSONNEL. <br />Engineer of Record <br />v za <br />4 <br />Aa /in Zra he ori PE # 80085 <br />U) <br />r <br />CL <br />W <br />N <br />LL <br />0 <br />AO <br />ow <br />% <br />L <br />rV1 <br />M <br />< <br />14 <br />CL <br />111100 <br />U) <br />0 <br />co <br />0 <br />W <br />z <br />cr) <br />C) <br />0 <br />cle) <br />DRAWN BY: AY <br />DATE: 5/10/2023 <br />SCALE: 1/4"=l' <br />FILE NAME: GONZALEZ-RESIDENCE <br />REVISIONS: <br />NO, DATE DESCRIPTION By <br />DRAWING TITLE: <br />DETAILS. 3 <br />VRITTEN DIMENSIONS SHALL HAVE PRECEDENCE <br />)VER SCALE DIMENSIONS. CONTRACTORS SHALL <br />tERIFY AND BE RESPONSIBLE FOR DIMENSIONS <br />kND CONDITIONS OF THE JOB <br />DRAWING NO SHEET NO. 6 <br />6 SET TOTAL SHEETS: <br />6/7 <br />