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THE5E PLANS SHOULD COMPLY WITH THE 2020 FLORIDA BUILDING CODE <br />1TH EDITION (A5GE 1-16) FOR 150 MPH WIND <br />VATRI'a 609 AND 1603.1 <br />METAL FASTENER 50HEOULE <br />LOCATION <br />MANUFACT. & MODEL <br />NOTES <br />CONNECTION OF WALL STUD TO <br />51MP50N #H2-5(415# UPLIFT) <br />6W"tBA5E PLATE <br />SIMPSON #H10(g05# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #LT512(1440# UPLIFT) <br />5PEG5. <br />CONNECTION OF WALL STUD TO <br />51MP50N #C51 b (4g50# UPLIFT) <br />DORlQ81! IEOP <br />51MP50N #HTT22 (10500# UPLIFT) <br />INSTALL PER MANUF. <br />PLATE <br />SPECS. <br />SIMPSON #MT5M20(860# UPLIFT) <br />START INSTALLATION Q 8" FROM EACH <br />SINGLE WOOD BASE PLATE TO CONCRETE <br />SIMP50N #META20(1500# UPLIFT) <br />FLOG <br />51MP50N #HETAL20(18g0# UPLIFT) <br />END,THEN 32" <br />R. <br />O.G. <br />SIMPSON #L672(2150# UPLIFT) <br />WOOD TRUSSES TO CONCRETE <br />51MP50N #THA222-2(2150# UPLIFT) <br />INSTALL PER MANUF. <br />LINTEL <br />SIMPSON #HTT22(5250# UPLIFT) <br />SPECS. <br />51MP50N #H4(360# UPLIFT) <br />WOOD TRUSS TO SINGLE TOP PLATE ON <br />FRAME BEARING STUD WALL <br />SIMPSON #H2.5A(3g0# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #H3(455# UPLIFT) <br />SPECS. <br />WOOD TRUSS TO DOUBLE TOP PLATE ON <br />SIMP50N #H2.5A(830# UPLIFT) <br />FRAME BEARING STUD WALL <br />SIMP50N #H10(lg80# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #HGP2(605# UPLIFT) <br />SPECS. <br />51MP50N #MT512(840# UPLIFT) <br />I -JOIST TO WALL <br />51MP50N #HB(620# UPLIFT) <br />FRAMING <br />51MP50N #MT520(640# UPLIFT) <br />INSTALL PER MANUF. <br />SPECS. <br />I-JO15T TO MASONRY/ <br />SIMP50N #MTSM16(840# UPLIFT) <br />CONCRETE <br />SIMPSON #MT5M20(840# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #HETA20(1240# UPLIFT) <br />SPECS. <br />TRU55/RAFTER TO STUD <br />SIMPSON #H2(335# UPLIFT) <br />SIMPSON #LT512(720# UPLIFT) <br />IL PER MANUF. <br />INSTALL <br />51MF50N #LGT2(2050# UPLIFT) <br />PEG S. <br />TOP PLATES TO STUD <br />51MP50N #H2.5(415# UPLIFT) <br />SIMPSON #Hb(950# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #5P4(135# UPLIFT) <br />SPECS. <br />SIMPSON #MT512(b40# UPLIFT) <br />BIMP50N #SP2(890# UPLIFT) <br />STUD TO BAND <br />SIMPSON #L5TA18(145# UPLIFT) <br />INSTALL PER MANUF. <br />JOIST <br />5PEG5. <br />STUD 70 <br />SIMPSON #C520(1005# UPLIFT) <br />STUD <br />SIMPSON #C518(1210# UPLIFT) <br />INSTAL PER MANUF. <br />L <br />SIMP50N #M5TA36(1015# UPLIFT) <br />SPECS. <br />FLOOR TO MASONARY/ <br />SIMPSON #HETA20(18g0# UPLIFT) <br />CONCRETE <br />SIMPSON #HTT22(5250# UPLIFT) <br />INSTALL PER MANUF. <br />SPECS. <br />STUD TO SILL PLATE <br />51MP50N #H4(360# UPLIFT) <br />SIMP50N #H2.5(400# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #55P(420# UPLIFT) <br />5PEG5. <br />51MP50N #5P1(585# UPLIFT) <br />SIMPSON #5P4(135# UPLIFT) <br />SILL PLATE TO <br />51MP50N #MA515(565# UPLIFT) <br />FOUNATION <br />SIMP50N #MAS(1005# UPLIFT) <br />I <br />INSTALL <br />L PER MANUF. <br />51MF50N #MA5(3 1/2" ANCHOR <br />PEG S. <br />PILE/GIRDER TO <br />SIMPSON #MT512(b40# UPLIFT) <br />WALL <br />51MP50N #G516(1650# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #GM5T12(3135# UPLIFT) <br />SPECS. <br />HEADER <br />SIMP50N #L5TA12(155# UPLIFT) <br />ANCHORAGE <br />51MPSON #G516(1055# UPLIFT) <br />INSTALL PER MANUF. <br />SIMPSON #L5TA18(1055# UPLIFT) <br />5PEG5. <br />51MP50N #L5TA21(1205# UPLIFT) <br />POST AND COLUMN <br />SIMP50N #PG44(1410# UPLIFT) <br />GAPS <br />51MP50N #CCQ445D52.5(5680# UPLIFT) <br />INSTALL PER MANUF. <br />51MP50N #GCQ465D52.5(5g55# UPLIFT) <br />SPECS. <br />51MP50N #LGE4(1800# UPLIFT) <br />51MP50N #CGQ66SD52.5(5955# UPLIFT) <br />POST AND COLUMN <br />SIMPSON #ABU44(2200# UPLIFT) <br />BASE <br />51MP50N #HTT22(5250# UPLIFT) <br />INSTALL PER MANUF. <br />SIMP50N #GBSQ44-5D52(5335# UPLIFT) <br />SPECS. <br />SIMPSON #ABU66(2300# UPLIFT) <br />51MP50N #C5506b-SD52(5110# UPLIFT) <br />GABLE ENDWALL <br />51MP50N #HETA20(18g0# UPLIFT) <br />51MP50N #HGA10(435# UPLIFT) <br />I <br />INSTALL PER MANUF. <br />SPECS. <br />SHEARWALL HOLDOWNS <br />SIMPSON #HTT16(3480# UPLIFT) <br />INSTALL PER MANUF. <br />SIMPSON #HTT22(5250# UPLIFT) <br />SPECS. <br />NOTES: <br />'FIBERBOARD SHEATHING MAY BE STAPLED USING 16 GA. GALV. 5TAPLE5 1-1/5" LONG FOR 1/2" SHEATHING <br />AND 1-1/2" LONG FOR 25/32" 5HEATHING. 5TAPLE5 TO HAVE MINIMUM GROWN OF 1/16" AND SPACED 3" <br />O.G. AT EDGES AND 6" O.G. AT OTHER <br />BEARING. <br />"' DRYWALL NAILS CONFORM TO ASTMG <br />154 <br />1. SIDING APPLIED TO 5/5" PLYWOOD SHEATH ING, 15/32" WOOD STRUCTURAL PANEL OR 1/2" PARTICLEBOARD <br />SHEATHING <br />2. CORROSION RESISTANT NAILS SPACED 6" O.G. AT EDGE AND 5" O.G. AT INTERMEDIATE SUPPORTS. NAILS <br />SHALL HAVE A MINIMUM EDGE DISTANCE OF <br />IDING APPLIED TO STUDS SPACED 16" O.G. <br />VVIRhWAPPLIED DIRECTLY TO 5TUD5 SPACED 24" O.G. <br />gg ANULAR OR 51-IRAL THREAD NAILS FOR COMBINATION 5UBFLOOR <br />.. 1LR�''A1 * OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND 5HEATHIN6, IF <br />U%EDOW MINIMUM STUD PENETRATION OF <br />1-1/2" <br />CONNECTOR SCHEDULE <br />5IMP50N CONNECTOR <br />FLORIDA APPROVAL NUMBER <br />ABU44 <br />10860, <br />ABUbb <br />10860. <br />AC4 <br />10860.1 <br />G514 <br />10456. <br />C51 b <br />10456. <br />G518 <br />10456. <br />G520 <br />10456. <br />C522 <br />1045b. <br />H2 <br />10456.10 <br />H2.5 <br />10456.11 <br />H2.5A <br />10456.12 <br />H3 <br />10456.13 <br />H4 <br />10456.14 <br />Hb <br />10456.16 <br />H8 <br />10446.1 <br />H10 <br />045b.b <br />H10A, H105 <br />10446.1 <br />H 10-2 <br />0456.1 <br />H-16 <br />10456.1 <br />H-1b-2 <br />10456.1 <br />HGP2 <br />10441. <br />H045 <br />10441.6 <br />H055 <br />114%. <br />HETA20 <br />11475.5 <br />HETA16 <br />11413 <br />HETALI6 <br />11413.5 <br />HETAL20 <br />11413.5 <br />HGA10 <br />10446.1 <br />HGAM10 <br />11413.E <br />H6U5210-2 <br />11468.6 <br />HTT1 b <br />114gb.1 <br />HTT22 <br />114gb.1 <br />HT520 <br />10456.23 <br />HU210 <br />10551.1 <br />HU210-2 <br />10531.1 <br />HU5210 <br />10551.1 <br />HU5210-2 <br />0531.1 <br />HU526 <br />10531.1 <br />HU526-2 <br />10531.1 <br />HU528 <br />10551.1 <br />HU528-2 <br />10531.1 <br />L6T2 <br />11413. <br />L5TA 12 <br />10456.1 <br />LSTA 18 <br />10456.1 <br />L5TA21 <br />1045b.1 <br />L5TA36 <br />10456.1 <br />L5TA4q <br />15512.4 <br />LT512 <br />10456.29 <br />L5TA 15 <br />10852.4 <br />LGT2 <br />11410.E <br />META12 <br />11413.11 <br />META1b <br />11415.11 <br />MF-TA18 <br />11413.11 <br />M ETA20 <br />11473.18 <br />M5T 16,48,12 <br />10456.2 <br />MSTA36 <br />10456.2 <br />MSTAM 24.36 <br />11413 <br />MSTG 28,40,52,66,18 <br />10456.2 <br />MSTG 48 <br />3812 <br />M5TGM 60 <br />11413 <br />MTCM40 <br />11413.1 q <br />MT512 <br />10456.33 <br />MT516 <br />10456.34 <br />MT518 <br />10456.35 <br />MT520 <br />10456.36 <br />MT5M 1 b <br />11413.20 <br />PC44 <br />10860.16 <br />5P1 <br />10456.41 <br />SP2 <br />10456.42 <br />5P4 <br />10456.45 <br />5PH4 <br />10456.46 <br />5PHb <br />10456.41 <br />SSP <br />10456.45 <br />THA222-2 <br />10441.18 <br />THJA2b <br />10444.4 <br />VTCR <br />10861 A <br />GENERAL NOTES FOR WINDOW <br />1. WINDOW AND DOOR RETROFIT INSTALLATION 15 0E5I6NED TO MEET MINIMUM WIND LOADS PER <br />2020 FLORIDA RESIDENTIAL BUILDING CODE SECTION 160q, USING THE FOLLOWING CRITERIA (A5GE <br />2-1UNERAL BUILDING DESCRIPTION: ENCLOSED, MULTI -STORY BUILDING WITH MEAN ROOF HEIGHT <br />EQUAL TO 20 FT. <br />3. WIND BORNE DEBRIS PROTECTION REQUIRED AGAINST LARGE M1551LE IMPACT FOR ALL OFENING5 <br />BELOW 30' ABOVE GRADE. <br />4. REQUIRED LABELING ON WINDOW5: <br />EXTERIOR WINOOW5 SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY AND <br />BEAR A LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED <br />PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH AN51/AAMA/NWWDA 101/1.5.2-q1 <br />AND GLASS TABLE E1300. <br />5. IMPACT RESISTANT PRODUCTS MAY COMPLY WITH: 55TD 12, A5TM E188bAND ASTM E1ggb <br />S. <br />6-9LL ALUMINUM STRUCTURAL FRAMING COMPONENTS (MULL5/JAMB5/HEADER5) SHALL BE 6063-Tb <br />ALUMINUM ALLOY OR BETTER. <br />1. ALL WOOD STRUCTURAL FRAMING COMPONENTS (HEADER5/JAM55/BAND J0I5T5) SHALL BE SOUTHERN <br />PINE NO, 2 OR BETTER. <br />8. ALL MASONRY/CONCRETE ATTACHMENT SURFACES SHALL HAVE A CONCRETE STRENGTH OF 3,000 P51 OR <br />BETTER. <br />5TAN DARD Y41 N DOY4 51ZE5 - <br />ROUGH OPENING <br />WINDO <br />cov <br />E <br />BLOCK <br />WOOD FRAME <br />OVERALL <br />NIQY15 X <br />HEIGHT <br />WINDOW <br />WWY15 X <br />GON TRllGTI <br />FIA9ONRY <br />OPENIN <br />N <br />GONG <br />51L <br />LINTS <br />WIDT <br />WINDOW <br />WP715 X <br />„ilb <br />„ <br />14 <br />50 ?l8" <br />50 5/8" <br />2611 <br />27 1 /4" X 171, <br />,- „ „ <br />,' <br />„ „ <br />2b 50' " <br />1/2" X 1,711 <br />26" <br />26 1 /4" <br />" <br />H <br />50 / <br />„ <br />631, <br />X„ <br />„ <br />„ <br />„ <br />„ x „ <br />25 <br />38 3/8" <br />38 5/8" <br />" <br />24 <br />" <br />" <br />50 5/a" <br />25 <br />63" <br />63 1 /4" <br />631. <br />26 <br />lb" <br />' b 1/4" <br />" <br />52 <br />7/8" X <br />'- " 54" <br />'-5" 5 " <br />5'-10" ? " <br />5 X <br />53 11151, X " <br />55 <br />38 3/8" <br />38 5/8" <br />3b 31b" <br />34 <br />50 5/8" <br />501/8" <br />50 5/8" <br />„ <br />„ <br />36 <br />„ <br />„ <br />„ <br />NOTE: IF LABELED "MOD", THE ABOVE CHART DOES NOT APPLY <br />MODLUAR WINDOW 51ZE5 ARE FEET/INCHES, WIDTH BY HEIGHT (LIKE <br />20AMME "3050 MOD" 15 3'-0" WIDE X 5-0" <br />ABBREVIATIONS <br />% <br />%gWINDO'�NGLE <br />61 <br />RONSLE <br />H <br />H2RCZONTAL <br />Ai <br />Aih"IsIR <br />IN! <br />GASEMEN <br />8 <br />FIGTURE <br />OB <br />056"R <br />AOD <br />PODULAR WINDOW <br />51ZE <br />% <br />%POOR5PREHUN <br />R <br />G SOLID <br />6 <br />6OSwW <br />COL <br />COSSNIA <br />B <br />BI-L <br />S <br />BOLD <br />RII <br />W1E140 <br />RK <br />ROGKE <br />Ti <br />VVE <br />6G <br />WRING GLASS <br />OH <br />OgUt IEAD <br />D <br />DOOR <br />%j�JAMB5 <br />DRYWALL <br />ft <br />B1RrAP <br />NJ <br />9)(111 J>$ <br />JAMB <br />DOOR - ROUGH OPENING <br />CHAR <br />FRAME <br />I <br />TYPE OF OPENING <br />QRfipp a" <br />HORIZONTAPEN <br />N6) ERTIGA <br />PRE -HUNG <br />GALL SIZE +(PH <br />HORIZ <br />) <br />SIZE <br />DOUBLE <br />CALL + <br />b'-10" (82") <br />OR <br />51DE <br />GALL <br />6'-10" (52") <br />SIZE <br />GA5ED (PRE- <br />HI.01I <br />GALL 51ZE + <br />b'-q" (all <br />BOLD <br />2" <br />v <br />PA <br />POCKET <br />DOUBLE <br />6'-11" (53")POOR <br />? <br />2" <br />MA50NRY <br />GALL SIZE + <br />FO <br />g <br />WRAP <br />GYP. <br />BIB)' <br />GALL <br />6'-q 1/21, <br />m <br />51ZE + 1 <br />(81 1 /2") <br />SOLD <br />RECESS AT <br />SGD <br />SLIDING GLASS <br />GALL SIZE + <br />6'-8" (80") <br />OR <br />" <br />'ADD 1 " TO <br />POCKET <br />GALL SIZE - <br />b'-8" (80") <br />AW®ptURT. <br />ONOWNfI <br />POCI46D <br />GALLI�IZE + <br />HUNORE- <br />DOORS <br />5TANDARD NINDOMSIZE5 <br />BLOCK C-0 5TRUCTIO <br />WOOD FRAME <br />ALUMINUM <br />WINDOW <br />CODE <br />WINDOW 51ZE <br />WIDTH X HEIGHT <br />MASONRY <br />OPENING <br />WINDOW SIZE <br />WIDTH X HEIGHT <br />WINDOW 51ZE <br />WIDTH X HEIGHT <br />"PRO VIEW <br />NON -COLONIAL <br />SASH HEIGHT <br />12 <br />1q 1/8" X 26 <br />iq X 26 <br />18 5/8" X 25 <br />18 1/4" X 25 <br />N <br />13 <br />38 3/8" <br />"" 8 3/8'. <br />3 <br />14 <br />50 5 8" <br />50 5 " <br />d , <br />W" <br />15 <br />63" <br />63" <br />�� <br />3b <br />J11. <br />16 <br />16" <br />lb" <br />H52 <br />26 1/2" X 2b <br />27 X 26 <br />2b" X 11/6}� <br />255/8" X <br />8 <br />H33 <br />1/4'.38 <br />T <br />1� <br />37 <br />AI3 <br />H34 <br />gg38 <br />H35 <br />H36 <br />76 <br />lb <br />22 <br />5 X 26 <br />37 X26 <br />36 1/2" X <br />5b 1/811 X <br />23 <br />3/4" <br />24 <br />33/6 <br />5Q „ <br />338 <br />5Q „ <br />25 <br />26 <br />76 <br />76 <br />i <br />i <br />if3 <br />32 <br />53 1/8" X 26 <br />53 X 26 <br />52 5/81, X 39 <br />52 1/4" X 1g <br />8 <br />33 <br />34 <br />35 <br />36 <br />ABOVE CHART 15 FOR REFERENCE ONLY. <br />CUSTOMER 15 TO VERIFY DIMEN51ONS WITH <br />MANUFACTURING SPECIFICATIONS AND INSTALLATION <br />PROCEDURE. <br />SASH HEIGHT ARE DIFFERENT SIZES <br />ON COLONIAL PRO -VIEW <br />a <br />Q <br />O <br />8 <br />w <br />�o <br />M M 8 <br />U <br />M <br />� q <br />N <br />q v <br />3 <br />� h <br />O a . <br />n <br />v <br />M <br />cO <br />V <br />L Q/ <br />W <br />0 1\ � <br />w Un <br />�r^m00 <br />Ln rn Ln <br />O 00 <br />w ^� <br />� 0000 00 a_ <br />u, <br />00 I-- a LL <br />UILL, <br />, <br />_j u <br />Z z <br />oc <br />`/ <br />- -i W <br />l I L,_l o <br />l� " <br />U <br />0uo <br />SHEET TITLE <br />GENERAL <br />SPECIFICA TIONS <br />JOB No. <br />221-22 <br />DATE: 10/29/2020 <br />SHEET No. <br />G2 <br />