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Home My WebLink About36345 Flats St3 a r LO d v C Cr C) 0 J L0 c0 0 I 1'7 J a L0 u7 Cr v 0 0 J C> 0 I N L0 v Cn 0 C, o, 3 M 0 i a E FT W E 0 0 i 0 J M 0co 0 0 a. H.B. A A A S3 EGRESS EGRESS CO AC PA �� \ ----- O O ' --- N - 36 16" DEEP -- PANT 2T;D, j FIBERGLASSo� I SURROUND I rA S3 i I- RANGE 8 0,` � FLAT C}L . ui f u- I I ! TYP @ 1 in ■ . - �+.-HE- �itl E N - ` ?06� ! TIL m 00 o -I _-, _ - I TB STORY \ 80 21'-2" 2'- - 1 U-4" 1„ 10 -42 2'-4' i„ I T TP n � 'TILE ._ - �_�� SI Kw/dISP�_ ;BEDROOM 3 2„�1 -BATH a F700CAFE BEDROOM 4\`� J Q N> J D.W. i o o __IO I0 i BEDROOM 2 Sca PE 8'-b"CLGT TILE-- 8'-0" CLG.c T -rn VAULT.CLG. T - - - - o oCARPET 8'-0"CLG. fill CARPET_OP7CARPET C___J ________C ----- r oZ o`O� - m w 1 -- - REF. I _ "' 1 5068 B.F. 4068 B.F. LM 6'-10" 4 -7" 4'-0" 11'-78"I 8'-8" 5'-4" 14'-6" 5'-4 7'-6" - - - - - R&S - - - - N ----------- --- -- iv 2668 c1 2668 N 11 - i - HDR AT T-4 - I23'-8" 3'-10" T-8" 10'-103s �- I I 5;'---6-"- i-- Mir, 4 ENTRY _ 2:12 VAULTED CLG. - _ T I r� 19-41 CLG. 3068 8'-0" CLG. i OM i FAMILY RM - ILE -- N I 9'-4" CLG. CD R.A.G. 8 I �,� _-_ (3) 2x4 #2 SPF w/ r K DTT2Z @ BASE C D - _ 26s60 S3 3 S3 - - - - - - - - 1 ~ l � 2 AUnI �Y --- I I I _ 1 AHU 8.0„ i, �N CL_G. NOTE: FINISHED I WALLS TO BE I I 1 _ , ILE - FLUSH. VERIFY IN I I S3 5'-11s" 8 4'-0" 110 I\ 1 1 FIELD. I I -__. _ OPT. D OPT. r- I I I TYP @ 1 STORY 1 TP _ IA k/)I I cal W l I I I I I I ---- - `T_ 00 0 G (3) 2x4 #2 SPF w/ ERGL DTT2Z @ BASE SURROU - - R&S 01 I X�U I a� I p I I SS D N S3 -- ------ - -`r'- I o I I HANSON 60"x36" -- rK I o I I SHOWER BOX @ 36" = I I A.F.F. S3 w I I `t '- 8681 - DRYER VENT EDGE OF SLAB 2" I I >0 I I 1 I o r rn T 2 5 3"- 81. 2 2 3'-10 THRU ROOF BEYOND WALL I o I I mu) 17_8„ - 2668 7'-8" I 20'-O8 co 1cnw $, - 10" 2 CAR MO � GA AUL IIII IIII T �� 00 8'-0" CLG.W.I.C. OWNER'S SUITE 00 $'_ CLG. 8'-O'CLG. BUILDER TO PROVIDE E iIII I --- 8'-0" CLG. CARPET APPLIANCE PROTECTION TILE- CARPET _. -- r.._ _ I WHEN REQUIRED D PER 0 I I I I I I TYP @ K 0 FINE . W.H. =o VERIFY LOCATION C" ELECTRICAL PANEL I I L_----___---_ I I I GARAGE S4 )OPENING 0 --- - 5-SH �, - - - - - - - - - - - I 6" DP'-,R&S 00 55'-10" VERIF METER LOCATION WITH BUILDER 15-0" H.B. 8'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38J 184X37Jq S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX714 S.H. 1112 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. i H5 27 J X 63 26 X 62 1/2 S.H. 11116 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 371 X 38 J 36' X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 X 25 J S.H. 33 54 X 38 52 X 37 J S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms n toilet rooms hall not e m and s b re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26,6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET f1w 140 MPH AiMiNg NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 111111111N111111 MASONRY TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN EXT FRAME 2 x R-1KRAFT FACED FLOOR ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1'-O" I GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) e� cv Cn ci C rn G C CG C? N - CO fl >e N cc p i y�Qcc �L C'V W a� tj "D M 0 N to CV qSC ciy�'� v a =r.%0 s_ to F '4, r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a o E 8 R o CD -W c a) OD C 0?N M0M Y/ H Q CN (� r4 0 J M V 252S � It C: -r 5 W W J 11 lL 55 p. w _Z:v U) Ls�_o JU �Wg IL M N u°°�0�'°' m w i ,°no M Z Z N OU < of 0 0 W D E-1 z N M o g z � � z o � J v 0-1 N M z CD _ o 4-1 w -cc Q A lU U owU) N Ly N �N U) c� c - E v o o o� w Z Q �E Q o E V =azo w� z z® oCU a � ro 2� &a a= a 00 o< �z wZ �o J <o m� O U t/3 r� ° �z ¢ O U a C, o �� z N� x = o wF o� ao d Z. o .oe 1p J �( m ,--�LOM I- L CID CD It :cr 3 IZT ++ O T ^ U vJ m � N m L( QI ate-+ p W - 04 o r U- N 04 � 0-) Lf') r -- r CMO ai E =LOz co 6i o @ z E n. E U 0 v w Q p c 0) JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 1 v �d- rn Ln v LO U (/7 AO Q LC) 0 J Ln 0 I r•n rn Ln Ln v V) O C> O J r- Ln d- 0 I r� Ln Ln <7 0 a C Q N 0 a H E O v 0 •V J ti N N 0 0 0 a M N 0 -d- ci 0 CD Z 0 .Q m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE -1 CABINET 00 �t O H O ct ILLQ LL O 04 M co M cM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER ICE — CD CV FIN. FLR. KITCHEN 50 0 F_ NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o o VALVES SOAP CD DISH oco O — TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS ZI SINGLE ROD CLOSETS / LAUNDRY KITCHEN i � I 16" FOR LINEN 12" FOR PANTRY 0 F_ O 00 4 F MIRROR 4 OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT SCALE: 1 /2"= V-0" x BRACKET 36" H BASE O O o FINISHED CABINETS COUNTER TOP 30" H BASE `1 o CABINETS Oo 00 U_ rIN o r 1 a O 1'-2" 2x ;— a- r 00 t FRAMING 1 O co `r 1 /2" GYP CV CV 0'? N BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=V-0" e� coa CV7 d > W t a % N i4 G s� kr O .e'er.. Zx n.. C'M N O N O CV h _ l �'� �lnr� .n ♦n t .�i NO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N I- o Eo O I c0 N r 0,) 0 fA a z 0w� N 2 Mv2ss -" C J 5 LL JLLu: W 5 a - Lu 'O d Y 50 o Y' ._.. 7 Co C � ogr-`- o W O7 °' m w Z MLW L0 N Z Q Ce Z N < 0 Id W F1E3 N ch � O z N z o � � Q r 13 U)L,l N (`7 z �— D M V O'^ w o IV v U w s � Lv U) o w CID L.L ao Ev o� zm CU M E �0 o< 00 o1 CIO a=°z a In FC L o � cr.) � Q ❑ Z G OU 0 m O O ZF m J N m Q W � a s< a 3 LL= a� �W W m o w aF = ;o �O 0 = cc LZ O (0 0 O p 1-- V) m m CA <CI ,} 0 N 0-) T .Q LL CV -0 U') LO s— O r w LO co o z z Oto y C a E U Q 0 JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 2 IT- IS.II_T1 i:rt ll,.e[L. 11 1.,III t!' A.A 1-Ir I'1 1 1 I 12 5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS FF7 [�j Fri 0 1710 p D0171 El Ej 1711 16070 OVERHEAD DOOR 3068 1 V-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 4'-0" RIDGE VENT T.O.M. HDR HGT. 9 TEXTURED °O 00 CEMENTICIOUS FINISH ON C.M.U. (TYP) F.FL. 12 5 12 �5 HEEL T.O.M. _ HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C,M.U. FRONT ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1/4"=1'-0" 12 Z5 RIGHT ELEVATION - Al : 1 /4"=1'-0,r 3'-0" REV. 09.24.21 L2 C%®-,. O 4J i LL. to C14 LS C O C7 At O'er C iC, C E f0 0 Q Cl'M CV O cr N 0 Q P v i.3 K t C.� F. t'd�a L1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ■ W �+ E 0 Q 00 m N n � w U) � r- Q NMC, W LL J LL U- W a 0 w c a ai �° rmo Q 0 CV W m W Z IL r%%�� W 04 Cl) Z Q F N 0 U 0 W ❑❑ N M O fQ�y O 4 Q � d � �✓4--J(Dru w .5- iAl L 0,^ v ff w C �y N zz' U) C LJ ..., J 6--^- - E i � s � 0 C U) u Q N iT o p J ¢ w Z m �¢ z LL. CL ® E u z o �� o� > zd Z0 o� =o E Q �o K &Z wz ao 0 m0 0, 7 m � U "m �ar ¢W �z d UD m ° ¢o a z m, ozzF o wj y 0 C11>a V zI2 W O > J L LO N rn m Qcu Ln CD IM Ln r � CO Q 0 4- N CB N r LL � CF) Q t- C T ai E CM o Z m Z � E C� w �' m E U c a � Q p JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 3.1 3 -v rn O Q U) 0 0 L0 Cn I Q L0 LA -0 v 7 rn LO �Q O O J rl- LO Co 0h rn LO tC) L v Cn 3 Q N O a v N E O i J i a 0 0 0 r7 M") Q N 0 0 a 1'M 0 c0 ci v 0 Z C) 0 0 m V) SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER 12 MANUFACTURERS SPECIFICATIONS 5� -._ 3 -10 r _._ _ 6-0" -- - -- — - - 12 5 1 nab t.�4 --ECTIM-Mygm 14'-0" RIDGE VENT ELEVATION - Al 12 zz:::�5 11'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS -INSTALLED PER 4'-0" RIDGE VENT MANUFACTURERS SPECIFICATIONS r --- -- - - -- - -- ---, __ � --- --- — ---- - - - - — ---- --,-- - --- ---- — - -- - T.O.M. - - - - - - - - - - HDR HGT. ------ -- ----------------------------------------------------------------------------------------------------------------- - - - - - - - - - - - - -- - -- ` 11-011 lo TEXTURED ol 3'-0" 1 CEMENTICIOUS FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS °0 FINISH ON C.M.U. (0 (TYP.) ----------------F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=V-0" REV. 09.24.21 M �v ` c+�a rAJ U � C= d G C tO V t`9 — m N U- = 0. 40 YB y� 7, ® Cu Q � N O..dlw 61 Co tco U Q C.)CZ) ie a ) n "y u cv ego cr_ �. en CL s' = E � o a, c� 0 M N O N O N d- 0 � �..' _.. . .. ..-':.��•} emu, _.. .•. '..! ;l e -tom l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E 0 o N 11 9) O p Co ® 7 W N 13Z CILN a J LL u- W a Y m c 0" c mQ_ � o W gN � O r-- � O W m z IL cc O aN OU ¢ o Z W CIE] V M •N- Z N M O � z m Z O Q � J f` O �W1� , T co - D- 0 W CD'^ Asa rvn1 v G W 8 O tJ O y C W ilic —ISO Imo- CD � W M Z ¢ z a (Q = W O 4� CL p E V Wz z® ❑a ra h 0 0 o E Q az O < &z Hai CIO L ¢O S ¢ m0 0 0 F- m J ym ¢w 0 02 go C/� a 3 az WW o CO o =� � - � �O w¢ 10 v oIa 0 3 C O .` ip 2 > CU J L m �-1LO Qcc LO It C Y ++ f� "'r• m V1 t.. - U) Q� 0 N O o .r LL- N_ Lf) to LO t- � T (0 E Z Z E O c @ E U v w c a -j Q d JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 3.2 I --F TF- I F— 2" 1" `~ i_ FO 2" cli 00 1. VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" — °,N N 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 1'-54",a 3/4" RADIUS 1/2" RADIUS 1" 4" VARIESr,N VARIES r CAP iv - 1" 1" 1" 1" 4t 1 _q N o co Cv 211, 2 1711 2 VARIES VARI ES 111 1'-4" 111 1 1/2" RADIUS 4" 3,11 3" 4 4 CIA MTa 111 1;1 MItF N �,N 3" I 4„ 4, c �tv - LO Md VARIES 12 32' 11" 32' 11 81; � 2 112" RADIUS BASE � *— � CO BASE 311 4 , • rN I I 11" z 'NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" EDGE OF OPENING 2" �N 1'-6" 1" V-4" T 1" ff F-E 2a • � 1-1/2" THICK 1-1/2" THICK ' O 1 N 101, �M 21 ' 4 c V �i _ 7 10" 6" _ �f _ O� r 81 CID _ ,N �M _ [ 4' 711 N 2" 4" 3" A, Eli L 6" 2" 2" NCC U) w_ U) w_ 1-1/2" THICK 32' 24, 40 'M &r T 2 4 1'-10" 52' 1'-5" 52" 01 cif) 4" 1" 11 qll 3" 12 04 Zo 51„ 4 VARIES VARIES 2 I NI • VARIES VARIES 411 811- _________ I 00 2 32- 2 KEYSTONE F11 CD OPTIONAL r a' 4"LL33 TGARAGE DR. OPENING 4" KEYSTONE F11 O° OPTIONAL 3 a 4" WINDOW OPENING Y4- NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 13 6" 4" VARIES 2" 00 1,1 - E tt � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" T-0" 4" 1 pll l'-4" 101, 14 1'-64" 14 0 N 12' 5' 2'-1" 1'-12' 5' c� N 1;1 111 0 N M2 7 00 O I M C7 r • z CV� --"'lll�� - GENERAL NOTES: o r • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH vft C+� e y CL L� G cc r-ams� N �"a °f �' C CJ co CJ rg 3 v M O CV N O .�t• I ` , i o-S i is i" F f Y T To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O E o o co V/ N Q1 � l ,w v- ik w �M ,F V CaW d w Z @ CDO W r N r- CO e O f W og � °' m w Z °0 N ° Z N O 6 a W In ❑❑ z N M 0 z N z o � N z 0 �ti- 1 crD w w ® U �O g N C o U 6 W J E i— — _ ° 8 s � w d U o � C Co N ¢ o N Of o � w Z zo za zp a Ca p VCa o� rQ o �� o ¢ 00 C, &z w Q0 S w i ¢ 0U m g o� m m�w cn °< gz d W T � w LL N F m ¢ N O >� J L / L / m m i� C� ` CIO O G O O m LO � C0 Q� b (0 coN LL N LO c0 L O < C14 T CMO T M o Z IM Z E O N N f6 EL U J ¢ C J JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER FETw.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 61 �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 114 :1 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-H PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER NMI PANEL DISCONNECT SWITCH G � ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER NEMA 1 150 AMPI 200 AMP #14 to lights & outlets #12 to appliances and GA #10 to WH #8 to Range #6 to HVAC METER II MO V 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---, INTERSYSTEM BONDING TERMINATION PER Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 0 PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS DISC. � 7 � - RANGE PER SPECS / Ttr Ht / r\ PENDANT AS / U.�C5. SWITCH FC R 1SI5OSAL INK / DISC \ AF E D.W. -- - PATS' GFI �----- — GFI �-------�—�-- � WP GE M I j U.C. OUTLET I U.C. OUTLET FOR DW I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1 1 FA 0 RM i I I I ' I I i \ nu 'DD. ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE � ` V/'` V OWNER' S S ITE I a SCALE: NTS I I I GI I --_— OPT, I REF. I ki ROUGH -IN FOR \ OPT. CLG. FAN/ IGHT PRE-WIRE6; BEDROOM n X E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE 12 I /%� E BED�IbO� � 1 \ ,l CSD / C.M AR OUGH-IN FOR / /BOPT. CLG. FAN ��4WR/E tt S. - - -f'GFI @ 44" - i A.F.F. -- - �• j GFI OPT.- D. I 11 I I I _r_ I � I GFI F. 44" � A.F.F. � GFI FOR I GAR. DOOI� 2 CAR GARAG EGFI I I � W"I.C. I 1 I I I I I I I I 1 0 1 j W.H.I VERIFY LOCATION ELECTRICAL PANEL _IRRIGATION GFI @ 44"A.F.F. RECEPT. —T= (V 1W WP H.B. FOR ALARM VERIFY METER GFI SYSTEM LOCATION WITH BUILD R 15-0" NTRY ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" n0 tr) :. �o a cv cc sMl •4f 'g C7 �i ® X N m W m cca =mac iei a+ to .€ucx � . N G CL- La M CD, 0 CV CD CV 0 n s Q P ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4C �E O M U s, v N 0 C , - N co oD r` rn 3 N tnN0 4 IC13tq I`+ni V N c'7 V �3yy # LL W LL U_ . 0- 0_ a Y Z � j r- c 'T rn Z :E! 9 W m N of �0 W Z I IL og 5 ct °. m w LOCO) C"Z a r Z N OU < o W N (h 00 N z o � —! U) to z �1' � a LL T N U-i - .- U O N ws .) U w r— — E — 3 rjl'9j�, C.3 0 � • i c �' ¢ N 0 �10 Y o M 0 � w z L.L E U z o Z p 4 Q O o Ze r`° B 0 U �o �E ��n, U ZCo �z wz a, I— 8 w �o mo Oz m J m Q 0 ¢� 0<� Z o g Ia A CC) < OK d Z N F m o� �3 �O F O � Li a 0 zl¢ C:O 0 = > Lm LO cc cc L0 d. O O Y Y � }, _M U W m LL0 U) r Q� +�„j p - N c) r LL. N M LO 0 Ln r Q r (0� E c M Z° to Z : E O U) m E a c c 0-U _j Q 0 JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 4 3 Ln L0 O fN 0 0 J LO 0 LO Q LC) Ln 0 C rn 0 0 0 8 0 J L0 0 t N L0 LO L O C!) O rn C 3 Qz N =1 CL N E 0 S 0 J d v 0 a> r7 PM O c 0 a M 0 tD 5i v 0 Z 0 m a ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SQ. FT. SQ. IN. Provided **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE of SQ. FT. Total SQ. SQ. IN. of of ventilation to by Upper (Values to be verified with Manufacturer Specifications) ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) - OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT - SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT, required soffit ventilation soffit by upper Ventilation Ventilation needed required - STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: - LOMANCO DECK -AIR (Shingle Roof) - 9 SQ, IN. OF NET FREE AREA / FT. *`Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In, Needed)! 9 = Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558,0 (Zone 1) 420.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I o M I Ia- U r I I q I RIDGE I I 4'-0' RIDGE VENT I I I 0 0 a 0 cn J I N I I RIDGE 11'-0' RIDGE VENT I \Q WCL 0 ~ W5:12 SLOPE z F� T � > 14'-O' RIDGE VENT U- 0 0 RIDGE I I 5:12 SLOPE I I \e W I I I I ZONE-1 I I I I I ATTIC SPACE I I 2373 SQ. FT. I I I I 0 1'-0 ROOF PLAN - ELEV-Al_ SCALE: %4"=l'-0" C1-j cz Cn >— }cu Q c tII M C i to .Sy 6V � N C7 y E.c C:, r� 3 d ._ a'j %n `O Ld Q N CL c � o a Cj 0 M N O N CID N O } _ .. ,"� /•j„ice Tr -'.y Jdf � `r� r ' t �.• ry` iA �u 's.C'j yf ita P'��;4t a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W QW AE O 8 U N O C14 G ��0? :3 r n # L M Q 13 CL N V C -.1 ILW JtLLL a z y �O o W CV 21- Z L IL 0 CP . m w Z �, co Q N Z OU v v W c❑ 33 M z N M o � z O Q Wur Q W J r M z � o -1 0 LL, a 0 U OLLI.,g N � � � � CD Ci W wig J 8 I _ U 0 c o - oo Q � � O J W i0 CMJ Z ¢ Z z U- Q 0 E U co 20 g 0 z >N Z o Z ❑a ?o p C coo o a z 0 z a WIt C �C ao �Sa p U mo oW Z L ! m F Q W 0 g O °0 dz W O ¢ orn F o� 03 F ¢ J p w a O v zla o 3 �CD >( J LO �1 \j o _ U N M m , ^ T U) QI0 — N r N -0 Q � (0 Ln T ce) -- r— E g ,u^' '— M Z M Z 7 I E O y N E U C a J Q J JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 5 A 11I i.. L. .I i w;.I. (.-I �_.---�. I I :'. —TT--] I II 3 LO LO v Cn LID J Ln C> 0 I i a Ln v c N O 0 0 LO 0 I M Cr Q v, C L a N 0 a N E O J / rl ID v 0 J r N N c\D st 0 O d N 0 c ra 5i CD 0 0 d Z C) 0 m v C C d 64" 1' 9$„ T-2$' T-0" 0. H. B. i 5'-0" 5'-0" 5-10" A TYP @ 1 STORY S3 U.N.O. T-10" I. U-0" 6-0" I. T-10" 1. 2'-1064" 1, 5'-11 MOW 5'4" yam\ I '• � � �+ ACPAb I \ \ HVACCHASE \� \ BASED ON \ "�.��il .: ::�� j j o ■ • LOCATION \ 16-0" Z-9j" 6-10" . r IIIII ■ — L LID ir> L M \ \ S3 \�\ I Fr=—=�� SINK / DISP _ -- ; ; i :: II! m A N o S3 \ \ \ I D.W. III II III S3 \ I L_ _ \ \ jt= =2 I _------ -_- I CHASETOIS__ - - - - - - :: LLD_ I 11� / I I I TYP 1 @ STORY U.N.O. PROVIDE 1 /' RECESS C L _ _ _ _ _ _ J CJ OPT • -r-Ci CJ ; CJ-f{ I • ■ STEPS AS REQUIRED I:. \ I FOR SGD. REFER TO \ \ KITCHEN ISLAND TIREF. 1; ; 10'-10d" PER FIELD MASON'S SLOPE FOR \ \ LOW WALLS I' ' T COND►TIONS I WIDTH \ \ \ LIL — —J I 4'-0" I \ 16'-10" 12'-10" o INDICATES FILLED CELL w/ 3000 PSI \ ::... CONC. GROUT FROM FT. TO BEAM \ ....... ' . ........ . _.... ' I W/ (1) #5 REBAR VERT ABOVE SLAB I 3-1/2" MIN 3bObpSI CONC. TOP OF CONC./ PAVER TO BE ' ■ ■ ■ ■ _ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR I TYP @ALL PLACES SHOWN SLAB FOR HERIVAI�DO 0'-0' VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY \ \ \ \ 4" BELOW FIN. FLR. FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CONC\ PROVIDE Y2' x 9 Y2" STEEL" SLAB OVER 6 MIL VISQUIEItN \ RECESS FOR FRT. OOR SLOPE I L v _ I VAPOR BARRIER \� \ 2'-6"x2'-6"XV-0" FTG LO o 25'-103g" \ \ 9'-5$" W/ (3) #5 E.W. 4 4, "' d C \ \ m ( \ \ — — — — — — — — . .... I CJ CJ T* \ : I CC (2) #5 REBAR 00 S3T • S3 I S3 VERTICALS w/ in TYP 1 STORY @ I I =I� M I .. AHU I FILLED CELL I 2'-6" x 2'-6' x 1'-0" U.N.O. ' I N I: T-5" T-1" W/ (3) #5'S E.W. �.� 2'-6"x2'-6"X1'-0" FTG W/ #5 E.W. G ===1' - F-- --I I-- - - - I I� (2) #5 REBAR (3) S3 J I II E SLOPE VERTICALS w/ in FILLED CELL � • I _ I . ; 1 OPT. D I I DPT. W II : -3 1/2 U I} M 5'-3" 1'-10„ T_6,. I I ` I fIW r N r ' I o I I T-11" 1' ': EDGE OF SLAB 2" BEYOND WALL I o J `r' S3 T M2 S3 M I. I 35t4- 20'-6" ■ I I BUILDER TO PROVIDE : 0'-0" ; ; :: : 2'-6" APPLIANCE PROTECT ON I WHEN REQUIRED PER 4'-0" 12'-1" FBC (2) #5 REBAR CD i /�W.H.\\ VERIFY LOCATION ELECTRICAL PANEL VERTICALS w/ in FILLED CELL-- �— 5'- 1.1 A S3 TYP @ 1 STORY U.N.O. r-2 "I VERIFY METER LOCATION WITH BUILDER It- 6'-0" H.B. + E W:1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN w z Wco J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN - ELEV-Al ,•; #5 CONTINUOUS s REINF. SEE FND. FOR I z #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. v v rv� •s v�� v U.N.O. d v 'v . ® • • • �� ; , ,� ,� _ ""Alternate: j �a The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" s c srr ar -o T W C� CZ n C•7 C R V Cv �•�mx to cc C= i to ., CV CC t.N� 3 tc rCa ep W � � . u a� �'ry c® Cc E R 0 F, u a C'M O N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Q O co 8 N 0 9 V � Uj .00 fA ��I� Z j 0 lJi N aj Q C J LL W tL u- a — -o a Z Y m c v o _ $ya9m o fY W CO 6 w c m Z N N Z Q J IL LL Z O U U W ❑❑ U z N M O O z N z o� � ca- r_ M z 0vy LL 4.1 f p C_/3 LL, � 'PC• O ra., o N �V) LU E � f g U o N • ¢ 0 N Oco ti o z W M J � ¢ Z Z L._ o_ zo �o >N a� p E U oLL z z® oa H r6 M0 ?o o E 0q oQ 1,0 I� z .0 z � W s co � C <o OU m0 o° ZF �z zo VJ O¢ w JU a W m �o �K �o <¢ ' Mill!J v 0 0 �o a= 03 E2( J LO , ^ L.//i��,�` C71 N Q cc LO O V M_ W m LO T Q� O - N O LL N_ c� LO �--' T c Gi m Y C0 LO i6 o Z Z O N ca CU C a U ¢ p JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 6 I— J_ I — i— — — — - - I I I I I , I I rA. al I Erdlu 111JAIiii Id: 11-i :. I.: !1 , I .I Lill ITT _- - 1- i - II -I T 1 I I Ti��-.. _- _ _ 1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %fi' EXP. 1 (24/6) or'Y32' EXP. 1 (32/16) TILE: 1V32" EXP. 1 (33'1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3Y8" x 0'.l l3") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f 32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 11810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- W/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d xl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA: BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -I6d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8"x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUG_T15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY T V (2) LGT2 4060-M 3770-F 3500,M 3240-F w/ (32) 16D SINKERS & LUGT2 13100-M 4520-F 13100-M 3800-F w/ (32) 16D SINKERS & (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (' ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE:)/4"-1'-0" aCVB:. c o -o CLS ®du n ci d own u. yc caa. 0 a CV z w� CP .- E .. c c � M CV cr CV cfl i. r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a9 V- E 0 t 0 �i oN o 'o r (0 0 -- N O g r -j W J LL LL a se m cc: rn 11111,5" Cq 2 1 z N Z Q J LL �13 N nj CJ V C(nJ W ❑ (D M N 0 � o N M ton a 1� ' 4 LL T c,, LLJ C) p m V 0^ LU o X W C lJ.J J uall �— — E z11 I, C o o U; m C. `L N 0 W a 3 M z Q ITS Z Q r�i O zo 'zo z© E: U wzcu ❑d t- O �O o0 Ca <o 0 Q 01) @ z Z 40 .0 0, m U o aw �z U �� Q O ' C/5 m d O w¢ >0 a o0§ z¢ .2 O J >O LOm LO d i U-) O r U ° a) N W m +�+ LID QI co 04 N LO cfl LO CN r M Itr Z m Z E C)NU c U c d y p JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 7 0 0 8F8-1 B/1 T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load T GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS :ill', O O 8F8-0B/1T 8RF6-0B/1T © O O O O O uico O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F20-OB/1T 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM &GROUT SOLIO J —U 0 #5 BAR CONT. 8F12-1 B/1 T u O "V LINTEL DETAIL SCALE = N.T.S. �I I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16— B/ 1 T a z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL— ° HEIGHT MATERIALS c-1—f precaWriintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. (1) RECIQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 4 e O e G .M.U. #5 REBAR AT TOP e� a 0 GROUT MIN. (1) REQ'D- 1-1/2"CLEAR e e a c n J e cn L F m C.M.U. 5 REBAR AT = - U)u j O BOTTOM OF a � ? ED Or LINTEL CAVITY w U U) w -BOTTOM Lmu U O z REINFORCING PROVIDED IN mQ a C7 ^ - 0 w m 7-5/8"ACTUAL JOMINA�LINTEL ¢ -' No 5 REBAR AT BOTTON (VARIES) W � cur,a AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION N ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" +coo UJ � 7;W W i p c� o Q y c cc w C.4 'p CO sc %s C3- .-% C= N 67 O {U CV � w � 4 d U M N O N c0 C14 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q v E 0 m � 0 0 N W m (0n 10 Co Z l� IQ V N co V LL C J LL w LL LL LL w z _ v� m c 0,113 U o� m uw Z ILW Co_d.� NZ d CO Z O U U W N M 0 N z iz Q N N c� ca c 0 CD lL 4-1 cn w p �_ Uca 0, O N Lu o c i1CG �N � c W J F- - E m 8 t 9 z U o � ts, 14 � J Z w Z Q LL cE E E Sco zo zo ❑d F rt3 00 b E co F 0O , Z ro (V F QZ o ¢o W N �¢ m0 o� Z Fn—J wm d ¢w < z Q U Cn o Q a � W m Z r �o oLL z �3 o w� ;o 10 r J >� LA / QLO 0 LO O J O Y U U) o CN a� L LO r+_J co QI cn co C� 2 CD (0 LO Q dam' r di to d- r E c co f0 Z O N Nca E ca 0- 0 Q 0 � JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. 8 J �t- w LO Q 0 0 0 0 J LO I M i J TZE L0 Cn 0 0 J 0 r N L0 L0 v cn� C N N F2 E 0 x `v w_I a 0 0 0 J t- N 0 a 0 a N 0 co 5i v 0 CD Z C) 0 0 s m 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7,2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION, 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ ) GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4,2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16x7 +24.9 PSF / PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. -28.0 4.4. STRUCTURAL LUMBER : SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 1 EXP 1 OR 716" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT TO THE THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF ICATOA DERECSHOPD TRUSSES ACCORDENGINEERWITHTHE"D' 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTMA500,GRADE 8 Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL G90 SHALL DTH OM NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL ASTRM GALVANIZED COATING IINRACCORDANCE WIIES Ab25-87siWITH 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MI CROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shal I be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' all of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5, FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior sor treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R3181 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is In accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. cv 0 c�a C" _o d� Q o "' c tj �c LL- c' �aC N �. cc sn, L- E 0 CV"> N m CV T S T T I`., O � '� . • (r� oaaa <.:t .� ... . yeas * To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W v E C) AdhQ o II++ tl (D co N W 's�; 0? �0 N •/ in 1-2 J ai co V N S J a JLLri LL w o w 13 CIL Zo 0: ,� O W@ 02MY, ow ZNF, 0 J Q OU W ❑❑ N M 0 0 z co N <t d- In � z U' o Qi LL 4 LU O) L/) U oilw _ E L S it = m U o � U Y ®® Q N O II� o J Z< w Co M M J m ¢ Z z 4 U_ cdE E 8 E zo oo<� > ze o a H N 00 CL O E a �a�; X U a F o p p a �z t o W rn C¢ c U w m� Z h m J m ¢w c� CO Zz ¢ o U W co <o aLL =G �3 aQ =F o i° = o�Q d 0 cC:) >CO J '^ L r LO m ca LO 5; O m m LO ¢I O co CID O c) co � LO '- r cco o t ai m � 1 ^ M o Z v, 2ig c is ai U c a _j Q p JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. S N i T- i ai r, ,nn- r 1 7F, -1-IT-1 Trn - , I I 3 a r LO Ln d O LO O Q M J a rn LO v 0 LO J 0 I N LO v _ r//7 c Q N N G. E E CL 0 0 N N C, 0 16 a- N N v 0 d z S J m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" Q - STUB -OUT FOR 1'-0" o GAS METER 0 o 9 - CV os • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) x Filler'blocking X � , 1/8" gap r l FILL CELL — STD. 90° HOOK BOND BEAM w 7 a STD.90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST — I IF BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF Znd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" min. Small 2" max } gap . � 4 max. 1 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing, OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing W E g STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate zdetails in One 10d box areas=20 of high or=20 sinker lateral load. ` T nail each side at bearing. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o..c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L&13/4" d bearing wall must stack over king and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q�'/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) '"-1°d nails SECTION @ INT. BRIG. WALL require additional consideration.— 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6' ^ A 1Y" ROUND HOLE MAY 6' 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. A AT LEAST TWICE THE DIAMETER OR LONGEST SIDE OF 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUSTEQUAL LE S ( ) THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger Web Stiffener Fastener Schedule Joist Bearing Location Series F —Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BC16500s® 9-1/2" _1 —1-T/$" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-$d I 6-8d BCl60sYH 11-7/8" 2-8d li 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d _ 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i Backer block (12" wide min.) =1 I I-1 I I=I i 1=1 I 1 Nail with 10-10d nails. ' —III—'III—I I 1=110— —III ktlg11. SLEEVE THRU STEM a _ 4 ° o . SEE PLAN FOR °• ° . • • FOUNDATION INFO a. • C ° STEM FOUNDATION Filler block. F— GRADE r Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount' "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN I+ rvL1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION t- !—il! d n 11' a 1=r1 � ltil 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"—\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ® c 4,1 a ac G I==! !!=! I !: ° 1=i i I I i I - °� !II°il �I�IIII ; IP- ri SEE FND. PLN. SIZE & REINF. ems �Lu �,. O W v C9- A Q . —N =— M e= i N n+ .� �= �'z � >v c v .!- CD .0 cc c � C0 c'li 0 CV N O 0 'D- ,- J .. . .' p To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E M a o u0i q; Ir Y CO m N Co 0 �N 2 a N NS V LL Q CDu_ u_ LL W � _ c cc =:e9 o GL 5 N m W Z LO coz Q J LL < a N OU U El El M � z z o M U) C1 o °" �1ia d N YZN (J L_U J � M 8 s 3 z (J o N m N Y N o w M z ¢ Z LL Q E zo >M ¢N E v Wo z z® oa H r6 2� — E Oa 00 0� J L n �� ¢ ] Y o�Z m 0 8- J ?y ¢ a �z Z <0 U 65 3:o 7 ?a < w"- �w ¢ a - oz z3 o <¢ as mi < °A '0 LO m ca L LO co O J O CrU p �' T— LCN m m fALO <C m 04 I d' L N •0 J It LO ,-- r (.0 E'E E € CM o z z E 'A E O m aU E 0 4) Q p JOB NO : 23-04657 SCALE : AS NOTED SHEET NO. SN 1 3 -n Q to ID v to J; Q 0 J LO 0 I i J L0 L cn 0 J L0 0 I N L0 L0 v G 3 a N Q i o.. 0 CL Li 0 0 0 Ez rh CD jE� 0 CD N co 0 d z CD 0 m cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS /-2x INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH CO MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W ASTM _ a -I I (=III-ILI I m 11-III-I I-11 b D D7158-CLASS G or H, or ASTMI I I=1 I=T III -III -III I( -I D • 1=11=III=III=► III -I I I -I D3161-CLASS F, IN I I I - - - ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING ,[L ' I -I 11=1 ' =I I I=I I I-1 1=1 I = 11=1 1=�1=) I I 1I 11-1 I I I..11 11=I 11=I I' i rF- I r CODE 7TH EDITION (2020) I,[-iil 11 II I h-Ii I'' 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE -ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLABzz M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ct' 00 co 6 MIL VAPOR* D - BARRIER J I N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III I I I I1=TI=1I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ 11'-8'" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE. 3/4 - 1 -0 S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z I/ �N • 4 6 " �- 00 SEE A/S3 OR J/S6 `-U11=1 1!1=III„ 1 II Fit -I,-- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S, S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- 7/r --[V/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS G GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPEGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE :IF2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT Zx P.T. BOTTOM PLATE OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-31/2" 31/2" MIN. 31/2" MIN. 2x4 CONT, A.F.F. O �. A ° - b a .= 11= 31/2"(min.)- 4" b• 11=1 11=1 �IT '31/2"(min.)- 4 00 it 00 GARAGE DEPTH VARIES r3l'2/"(min. - 4" LI= _ '-I I I�' 31/2"(min.) - 4" -III=1 -I l r -► I I-� ITI=1T 1 I I-1 I I �I �1T I''" ' =1 11=1 I I 1111=ITI-1 -III III (2) #5 CONT. 4„ 1'4" 81, (2) #5 CONT. 4"'-4� 8 rB uALGARAGE SLAB AT STEPMIN.TYPICAL BEARING WALL @ STEP TYPICAL BEARING WALL STEP SHEARWALLrc�� rCC SCALE: 3/4"=V-0" S3 SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 8" C.M.U. 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING N #5 VERT. IN FILLED CELL 10'-0" (R302.11) 5/8"4" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR SPACED EVENLY FIBERMESH 2x P.T. PLATE ' ASSUMED FINISHED GRADE iv D D D ° T - b z ch D p Jill FOOTING MONO SHOWN � - -R -I ' N I I I> ° O° I D FOR CLARITY 6 MIL VAPOR BARRIE\ w -_ I I D i I-1 I I = e NOTE: - *FOR BEARING WALL - T COMP. SOIL. (COMPACTED TO_- r- 95 /o MODIFIED PROCTOR ASTM II II 11-I- III W/ UPLIFT ONLY M=1 D1557)''Mil 1 "-4," FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTI SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SLAB INFORMATION. SLAB INFORMATION. �6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"---, z ° ' v GRADE —7; 00 - - a -(1) #5 REBAR w/ OPT. III=1 I I TT 1= I = 11=1 11= I rSCREEN ENCLOSURE MIN. ICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' Cl) M _ 4 e. ..A�- I o0 �II�II ' SEE A/S3 OR J/S6 I -III I I l li ,l J 1111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALANT - a INTERIOR d P . � w -3 1-� a. a a.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 1A ° E_ TI f j=1 N ' I=fIT- M 6 MIL VAPOR BARRIER -III-I 11-I I I L' 1111-1 TI 1, 1� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 GoN" . 110 GV� PG5' M 2x STUDS @ 16" O/C �I ��T� 3/4"=1`-0" ,GGN�\N INSULATION PER FBC AND ENERGY/ 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING APPLICATION NOTE: 1U-0" (R302.11) SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) WEEP SCREED INSTALLED BAR Q o BOLTS 6" MAX FROM END OF 2" x PLATE 6 x 6 W1.4 x W1.4 N c_ WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR U D ° b Z #3 & #4 LAP SPLICE ___ GRADE 40 MIN. Fy= 40ksi .. ° FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a T —I I I'��__N-,." D I . - I [ I III- o W Tom, -III 1 • I� U: II I- _t #5 REINFORCING BAR R 17/8 I1 " I .ITI�#5 f-III-III III=1 I LAP SPLICE (2) #5 . ,�=1_I 36" MIN. LAP [36" MIN. LAP] CHAIRS _ 1Q, (TYP.) 8" 1 `-4" 8'" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING NG rE REBAR DETAILS rF WALL w/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 53 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. • x CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN ° e - - TOP OF BEAM - e A I I ICI 11=�1 c`N it HTS20 SEE ROOF PLAN FOR STRUCTURAL r - - - I1T J J.- -- 'E (2) -ern-rT=rl BEAM SIZE & N ' 'd =I CONNECTION INFO T I . ° c" III�- P�aTE I 2x4 #2 SYP P.T. FRAMING w/ J�p , ,i J-T, �TI J, 7111" MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 �� 81t °.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 a s �PEa LU SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION ¢ > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE rM o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c W/ DR SCREWS @ 8"O.C. TO FOUNDATION PAD _ INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w 0 SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS 00 ? GRADE d > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) LU C7 Cl) WWF OR FIBERMESH M LU U)i o'-'- w o U BRICK PAVERS or SLAB PER p o `� _ • • • • - z �co COMMUNITY SPECS ''' Cn 0-0 FIN. FLn.fft TAPERED COLUMN FRAMING SCALE: 3W' = 1W' �4 cn C n 4 �v� cum �C 4-4 Ca .� Ca oa i/f r7 -m c E rA- 0 CV N A � Q r s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �pE � M U 0 � � 0 .2 W 0)N co 00 7 N f0 r r` J aj M � L� J U- LL Il] a -� C_ o y N (O 0 O °' oo mW (n W L N N Z Q J U OU 0 ❑ N 0 W o E3r m �Ln O -1 O a Ln(:�-- �L/) vai W J M V C) o Q Y m N � AkA o C M w ffIr C", �,No Q z z Q E zo g� o° Z. >ry zp zo Da H 20 00 CO oa -,o dZ mac° ¢o wZ �w M Oz , m J maw ZQ0 JZ Cn m <o L �z =S a � z< °-117 >� J LO LO 0 CC t0 C:) d' J C:)p U a-+ Im m ` LO � U) T' dI O - N c) LL CN L0 ( Q Lid ,-- � -- �- � � M U o Z Z E 10 U v a Q o JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. S3 (MONO) I 1FTI �� ,a�a��,�� .b� ..�;,;�ou��I.�,,., --M-1...� 3 v J Q LO v C 0 < Lo 0 to 0 I 1`M Q LLB Ln v Ln 0 LO J 0 I i LO CN Q 0 3 F-- No a N E xo J i a 0 0 0 i7 W) 0 0 a M No C 0 z C) 0 vCn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " M I VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 AX MUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\_2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID EVERY OTHER ++ + STOUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD --- SIMPSON SP1 w/ (10)10d 41 1 NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ;TENSION FROM EXTERIOR WALL ,CE OF BLOCK WALL IS 2 1/4" CL TO DRAIN 04-p� EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d \ �� NAILS AT EACH STUD — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1 ST COURSE ZND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N,T.S. �54 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB IN KO BLOCK EA. STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.��l AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 4 ° 11 ° a ° d 41 ° , 8" STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION EL NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR---. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S'�cFA��Ow N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. ,,,-GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR AB. SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKLi::)i SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO { SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 10d@8"O/C ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —� O TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS j'RECESS / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U � Z a 2x TOP PLATE ,- 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT OXIED A.T.R. t & NUT DXIED A.T.R. 2&NUT 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOF TRUSS ABOVE F 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED N N TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING 11 & 8" O/C FIELD S4 J(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. 0-,MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. ers c%j 0 ® m ch � � W VR l•�. O 10 6;1 Cn — m 1n C 61- A. °-'w'e E a� M CV 0 N N 0 To the best of the Enginee s knowledge, info mat on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W1� Q 0 E U a) N U Li Q ,n V NM JV LL W J u_ u- d aW Z y Co C: @oo W W W Z L L 0 @N (p o�o0 <. rn _ m w NZ a k Z N o (i W ❑❑ z o z o ¢ s. V) �v N z 0 W � U 0 (/ !fall W o 0101L U W J U 0 N C U) u ¢ Co 0 • ®® N I� o _ J J< rn 3 z z � LL C6 o zo �O oLL �1 Zo QN z® o� o I— ro o E ro g o �o = g<a �z wZ o m o O <� zZ 3 0� Qo dz m oLL �� - aLL o Jw w� �0 ;o .2 p J LO LO ui rn cu 0 Cr Y r m coN ; V) , O +r �' cal Co r -0 ILL.N LOC.0 O) LO r Q It C0 r M o ca Co z E O N 2 m ii0 E 0 Q o JOB NO : 23-04657 SCALE : AS NOTED SHEET NO. S4 3 ,o LO LO v V 0 0 0 I M J a -8 01 r LP LO N 0 0 I i LO LO Q / LT 3 Q N 0 / ti E 0 x `o J 0 0 0 v CZ M 0 co 0 0 rZ rn O cn d- ai c 0 rV W Z S J m y 0 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS—� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W! (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12° O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END /� "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2) 1Od (NOT REQ'D WHEN / AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING jff BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" Q.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA, END TYP, TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES Al 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM OF LAST O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" � PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O,C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR .- N - X-BRACING, AND TOP T iINFORMATION "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING (0�' 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS - WOOD TRUSSES `° - 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W! (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL THE LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL, TOP PLATE NAILS AT EACH STPSON SP2 w/UD(12)Od SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION r3N SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OFBLOCPANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'K@ 4" 0/CING,TEN WITH �2� 12dONG T0EINAILS/ NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN . SEE M/S5 CROSS BRACING DETAIL 1 SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)1Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-- MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) l-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, Ll ON ON No NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION IA/nnn CQAI\RCn ('-"API G r-:nln RQA('%Inl('_ nI=TAII FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 'w 0. e+� CV 0 N C � Q O idJ W a o _ t4 U N N 6f G 2 y E CDv.��z M CV 0 CV CV 0 fz rA'TE OF h To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N sW 'I- E UN 5 ® O N o Y N r 0 N 0 ] p 0 a M U u_ w13a Z 10 o�O' W 12 o�N� 0 °' m W �. LLW � w M Q rJ X' �n N r OU U O Z W ❑a M � z N O �o z W (D Q Q r cn M z W U V) g N Ln fn F— LU = E of L s T £ � zr�... U o a, U m ®® Q N O IIIO o co w M Q 0 � Z z Q LL zo o yN zo z® p sLu ' co o M0 0o o o E p 04 o ¢z wZ c ¢� mo ¢ w = z co 3:8 3 < a F W C, O ¢o _ r� m oii 3 v 0 a� o3 L / LO ca I- L. LO iCr (D LO 4-J U) r Q O � ' co I CV c0 LO T T 01 ui ^ L , 00 o Z t(o z E O vi N 'a a U � p JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. S5 3 d- rn to v 0 Q LO 40 r0 to 0 I N J LO co v 0 0 a O a 0 J Ln 0 M i to 421 cvn 0 a 0 3 a CN O i d E 1.2 E J a 0 0 0 J M N N 0 0 0- M') 0 (D LIJ 0 CD C) 0 in z4 m cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS �� (2) ROWS 3/16" x 3-1/2" � TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER APPROVAL FOR CONN. 2x8 P.T. w! 2 ROWS 3/16" TO PRODUCT 2" EDGE DIST, ( ) APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16 O.C. & END w/ MIN. 2" EDGE DIST. FURRINt 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.c. 'z_iid" n=TOEI BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. f 7/16" OSB BUILT UP PLWD, BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-�( INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'4' 2 x 8 BUCK - CONNECT TO BLOCK VITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) T—O" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" J:ii��IIT��J PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (' _L1 ±5 AL NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 116" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w! (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS F GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE .e THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ° ' PRESS PANEL REINFORCING INTO PLACE.n 6 MIN, LAP SPLICE W/COVER r:Tr PANEL REI I P A F M TAR B D AND TR W NFORC NG WITH U PER H LF O OR E 0 EL REINFORCING NG PANEL 0 I — —I F) SMOOTH. DO NO FURROW. PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT o V. III I-1 I I r GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D n G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `4 ° .p REMAIN FREE OF MORTAR. NOTE: Cl) z ,\ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 „ ( Y) () ) 16 MIN. (1-STORY) 3 #5 REBAR. (2-STORY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN 0 UNACCEPTABLE INSTALLTION All DO NOT DO THIS tR n THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE - PER PLAN ( f F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 111100 TD. 90° HOOK (TYP.) 0 SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE &RC� TRUCTURAL SOFFIT ALE:3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS V. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 O + 44GTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O,C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �+� + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFt= CNFFT f1� AAlfl SIMPSON HTT4 w/ (18)10d x 1 1/2n NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-, - z 0 M U_ 0 W L.L I— U U) @ FIRST COURSE ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 314" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED NAILEDAND 6" 0 C EDGES AND 12" OMONFIELD FILL 1st 4 COURSES SOLID W/GROUT a e a FOR OVERHANGS BETWEEN OVER 1 112" :d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •. OVERHAN s ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO ° . �.. #5 BAR �D ► 10„ s D ° ° CENTERED W/ g H' IN TOP _ e KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING I.A.YIP I SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT z 2 STANDARD o #5 BAR IN ' 9� HOOK N FILLED CELL, t , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. e� ev 0 CV CC= c 0 C" -o +'— 9C W � E N M U — m !0 m ® � .-® .q[ .w N � IE 3 d.a N c�xz E C> N Q N N 0 G r' 01 ;a 7 7 A110 F •'a�•e�E. � ��ct»a» To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W q E o S o I, V a r 'o 0 15 0?00 N f4�� L N O y N aS c� v Q M LL U_ LL W w a a Z m� L +@+ O p M M Zc 0 W C/5 m Z L Z d Z N OU 0 < W N a 0 N z o Q s: r � z UI o LL w 0 � a � U ,,, n F- J E o I ' 8 = w z/ v o N U) e O W M M z ¢ Z z Q E m. as o p E U 5F z z0 ❑a rog .o Q E co o °a Z wo o W M c <, ¢0-W mo , m J O U mm a. Z :3. �z og g0 W cn A � O LL ¢0 a W N =F M > ¢ oz ¢ =3 r J ¢ O njM v w oI¢ a a 3 � O J LO LO 0 2 Q M Q H L_ L0 O Cr 0 Y Y T4_0 U) QI 0 N co o T LL CV LO � L0 T CO T E C7 c 0 Z Z = O N E y @ E U 0 a Q p � JOB NO : 23-04657 SCALE : AS NOTED SHEET NO. SS 3 J a L0 0 7 f/7 0 Cr C) to 0 I Q 514 LLB Lc> v N 0 Q 0 0 0 J LKi M L0 0 tz a N N i a E E `a J 0 v 0 0 0 0 a N N C.0 CD z S 0 CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN� SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A v "\\\\\ / A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER AHIP USSES SIDE OR BOTH IF REQ'D) PG.T (2) 12D NAILS —I' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4)1l4"x2 114" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 �� TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. -- SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS ( ) wl MIN. (4) 12d WHEN �� CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE REQ'D OSB FLITCH PLATE R ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO EQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. - & ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED N EDU D/P N BM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSONCOMMON B M . TO POST ATTACHMENT A A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS T 48" OCwl (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT .. SEE ROOF PLAN SCALE 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BM . SPLICE OVER BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST PRE-ENG. TRUSS (OPTIONAL) A � A � wl (4) 16d NAILS TO EA. END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF EAM MAX &EACH END ALTERNATE w/ (3) ROWS OF 16d DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. A NAILS AT 24" O.C. • O O DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" x OOD SIMPSON LUS26 w/ (8) 10d NAILS MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 wl (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 1Od NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (WOOD COLUMN SHOWN LAG SCREWS INTO END OF EACH PARALLEL SEE 2lD2 FOR T & B CHORD STEEL OR WOOD (W) FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER G L SEE FOUNDATION SECTION AT LOW ROOF s DETAIL @ INTERIOR BEARING 3 V 5/"PLAN FOR MORE INFO SCALE: NTS Y, 4L /I f WOOD TRUSS J SCALE: NTS COMMON B M . ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS jik VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1 Od ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING NAILING SCHEDULE OUTLOOKER 4'�O O.C. AT INFO.VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d hLCOMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1Od NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABL LOW ROOF/WALL STUD SCHEDULE PLATE MORE INFO. TRUSS ) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 wl (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ BELOW @ 16" O.C. WOOD WALL TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ TO)F OOR GIRDER NAILSTYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO --------- -- ---J-- aHETA16 w/ (9) 1 Od x 1 1/2" NAILS @ PLYWOOD FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW -- -- - - -- - - - - - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �+ SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °p SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY 8 CONNECTION r22"�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS en CNN 0 Cn Q z, 2 :o Co C= .� vim• 00° G fi O c M fV O N N � J, a4 �J t % To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �Wp ey O E M U U O Coacoi- � N ;00 �rti- U9 �N0 LL L , a LL LL o _ Lu co c r C' Co o 0 W C/5 c O m IL °o N o 6 FJ t �p M N O UCIL V W O❑ N M O � � gN �CIL- O 4 ¢ J - UI - N a)4-1 �tt `v � e� W N ® m oz OM2 cif W o �- w � �.. to c W J A E �I- V O N • 4 � 0 C.4 RQ ®� �i cc cc w Cn M ¢z O � � LL _? E E v zo wz >N zo o� H 16 o 00o ® o ¢ az 0. °Z ¢ o a Q o001 w m � � m ` UJ a o<. it U a CD m <0 of a vM a o 3 N O = � O J LO LO <c� i LO j O qzT O LO U r O `n N C:) C) r ILL N M Q dam' ,-- r � E c M O Z LO Z E C) fp N U a Q O JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. D1 l InV I1i I;li r,. I i1 Iil 1 — It 17� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1, Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & \ TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) :-ADHERED FLASHING EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL r 1 COMPATIBILITY V SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING L`3 SECTION -A (SEE DETAIL WP02) 4 SELF -ADHERED FLASHING 2 SELF -ADHERED FLASHING NAILING FLANGE 1 DO NOT FLASH OVER SEAL TOPS OF JOISTS BOTTOM NAILING 8 UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW E ME EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3.. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rL,r+onnvv SELF -ADHERED FLASHING DECK JOIST r�r+onnvv 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN St 0PE a M a V-4" PER PLAN V-0" PER PLAN SHOWER SEAT a J 711 SELF -ADHERED FLASHING OUTSIDE CORNER Q w U) m d 2 WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER Of draining t0 the exterior water that penetrates the exterior Cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or sUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING m CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER Amm Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer Or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED �wP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and VERTICALLY AMINIMUM 6" READ ESIVEASSHOWN)EASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7•At built -In gutters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 :5 :5 a- o- UJL PLASTER STOP _ � CONTINUOUS BACKER LV LU ROD & SEALANT w � w d � w �° A c a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -a o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS ACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all eY'3 cV +I� v CID UJ w C. a covQ -„mom 6p p cc Q C3 CV �. lRJ ax oa �� c CO Q M 0 N cap N �t 0 e � a a a a Is '�tl f r- r. is •^l'.'9 rvy�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f) W E o 4 8 0 Lo 5 N W co:N r i 0 7�co 0) p0 co J W co o JELL W Z_ -?aa o o i : t6N�R_ � zYz c7� 05 m �L y- N M Z J F ILW OU o mom W ❑❑ N Q 0 0 N � o - N e„ O,U I,()^ may. N v X U) U 6 LLI J oi..., I- _ E IBM _ I li U o , W N �C N e C w Cl> M g ¢ 'ZZ I.I.. 4. E Z O o° Y N z E: U wz od no 00 o E o o �< L 2O q <o W z �J <z 0U mo O S_ m J 2 �z 8 �� aw °� '. go �z co az C� CD a? -4- z�a ° A > � LO ui C 1 C F�- Ln M O Y T � Y v N m LO U)4-1 O (n N �-+ O I CD T .0 LL N LO co LO < z- co dQ E "cL0Z Z E E O cv E U 0 a JOB NO: 23-04657 SCALE : AS NOTED SHEET NO. W P I i I ,1 11.. _,.; .i 1.:. d.; . .II tlIS TL, 4 �Jtrill I I I I I ill I I I ! Mounting Brackets (10 Gatilgow +1 f.2' x 4-1 i 2" x 2-1:Z" Back Cr*ss Support (May be, cut to lW( Right Bracket:(16 Gauge) 112" Elii #14 «Drill:in I r�yy ,frCcYr 5cre"s I SF'�l Ott. P : A/C ifidi SCttuni aloe r Hurf inane 53rap (Typi [ A in front) ,%atiTfcrs �' - Froth Crass Support Serif-t kling_Nuts t ay be cut tow) Left Bradot (16 Gauge) #14Self=00111ri ScremThru Brdackeis& fiarkCrtassSupport Into AIC Unit Ootiorn Side i ,3 i, e ('}rat c�. ��elt side 1r hurricane us_) '"zuverw maxialiutrnm xsrdravxf8rei ar'z pii ow led with a-sdx 1-iutx9z.:anc Apia ErBt`e, Fan atpatexl,Raised Sad Daingstileng evi ilait'iie. upon aaa it i fine Leiii oppl °) Florida Department of Business & Professional Regulation Pagel V i Building Codes and Standards I2n62021 Product Approval Application Detail Code Eri ltv of cale ale Date P.110ma awo TV" Voirson Marouacturer 'COMM Enatn.lrB License validated By. Validated eubmlrtd Pao Approval Apa'ove0 status Affirmation 2020 Smart Vent Products Inc, Michael Gialnm HermesF Nerare, PE Locke BViliden F.E, 1V1V2020 12j 2020 1228/2020 Approved. Category: Structural Components (877) 447 8368 PE-73778 Oa4) 3o0.180D subcategory: Products Introduced as Result. of Info4osmadYarrecal PJew Technology Compliance Method: Evaluefim.Report from':a Florida Reg Istered Archit.1cmit Licensed Pohl Professional Engineer FL4't5822.R8irodeets QualtvAssurance Appreaadforuso Approved for Use Impact Design 3eo# Product Modal. Number M.Name. Product Dascriofian comical Ex ratio Data nl HVH2.. Outside HVHi :Resistant Pressure. t .SmanVent Moaei #9540-510 Dual FunctiSn Flood a rid Ventilation: Vent 12f31r2023 Yes Yes 'NIA +100l-100 2 SmadVent Model#140-511 Dust Function Flood and Ventilation Vent Inl/2023 Yes Yes NIA *100/-100. 3. SmadVent Model#1540-520 Insulated Float Vent 12r311202J Y. Yes NA +1001-100' 4 SmadVent Mado#1540.521 Iridated Flood Vent 1213112023 Yes Yes N/A +100At Od 5 SmadVwt Model#154o524 16&4uct; Garage Door Flood Vern 12/312023 'Yes Yes NA IVA 6 SmadVent Modei#1.540.570 Wood Well Insulated Flood Vent 12)31n,323 Yes Yes N/A f100F100 - Smartvent Modal#154D574 145&qufi: Geroge Door Flood. Vent 12131/2023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Paget Wit Building Codes and Standards 111;.2t Product Approval Application Detail "... Code linthiror PeM. Data Fyin .Date No- Version :aranufacturor Contact Engineer le License Validated By validated Submill FBCAooreYal Aturtltl are" Revision 2020 Drexel Metals. Inc. ..Jason Shumate Zachary R. onset Locke Boraden P.E. ga/1o12420 06ro92020 o8202020 1 OM312020 Approved Category. Roofing (502 303 1511 Pff74021 (334) 300-1800 SubCatergory: Metal Rooting ishumetoodexmat inn Compliance Method: Evaluation Report from Florida Registered Architect or. Licensed Florida Profess oral Engineer ll r879•Rfi Products GuaRtVA6$Urance ApprpVed to Us. Appreyed far Us. Impact Design ,4lato ce Product Model, Number or Name Product Description Contract Expiration Date InNYHZ Outside HVHZ Reestail Pressure i Drexel Meter Rooting Systems DMC 100615. DMC 150S5, DMC 1755 DMC 2005,. 12/3lal)2`5 -- Yea No 'NrA +01.180 ONG 5V FIonda Department of Business & Professional Regulation Pi .2 of4 Building Codes and Standards $eQu23 Product Approval Application Detail s. 3` Y t C .Date _.. .. e T Cod. WIN a ,D[£ Data Pending onto Tyoa Val ManufaMumr Contact: Eraimier S Licens6 Validated Bv: Validated Submitted° FRCAooraual Aoomied .Status Re`nelon 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King. P.E. 0411=021 12i312020. 04/22/2021 owsn)21 Approved Cataill Exterior Doors 000) 843.7628 PE-43409 (813) 7ST-6555 SubCateal Swinging Exterior Dog AssemDiles sjasperson"ermul Compliance Method: Evaluation Report froma. om Florida Registered Arch tact or a Licensed Fbptla Professional Engineer PLri2Dt8&.R6 folidLail Quail Assurance Aooreved for use Appravod for Ilse gnoact De_eslar, Sao#: Product Mpde1 Bomber or New Product Dererrolian cmibad Expiration Dale in HVHZ: Outside HVHZ iieistaet Pressure 1 a. Themme-Tru Fitter-Cleasi:dandSnmaoth:5ter Nanlnai 6&A39:8 squdimpactaquo[ Opaque. 12,21,2026 No YeS Yes N/A Composite Edge Fiberglas. Single Door Ilnswin9nOutswing X configuration) 2 b. Thermal Fiber-Classlc andsmooth-,Suit nominal 6'8&qud,lmilect&quota Opaque: IW 2026 No Yes Yen NIA Composite. Edge Fiberglass Single Ooawith Sidelite(s) (InswinglOutswing: XO. OX or OXO nfiguratto , 3 e,Therma-Tru Fiber -Classic and Smooth -Star NommaIWn:88quctimpactilquo[ Opaque /2/312026 No Yes Yes N/A Composite Edge Fiberglass Dol Door Oth-bf githaR Siderites 11ns4rNgrOutsw fig XX or OXXD configurations) 4 tl. Theme TPu Fiber -Classic and Smmth-Star Nominal 8&#3g;0 &goof; ln'pact&quota Opaque 12I312g26 No Yes Yes WA Coin osits Edge Fiberglass Single Door n Outswin Xccmi uration f 1 91 9 9 6 e. Themma-Tru Fiber-Cl... lc. and SmmthStar Nominal 8'0"lmpact&quct; Opaque 17f3112026 He Yes Yes WA. Composite Edge Fiberglass Single 0oo1w1th snail i InaoInglOalSmrg:XO OXw OXO ngurahms} 6 f. Themme-Tru FibarvClassieand Smcolfil Norl88#39:0 Sgaot Impact&quo; Opaque 1213V2026 No Yes Yes NIA Composite Edge Fiberglass Double Do i1h or without Sideltei Vnssving1Outsw fig: XX w OXXD. -carrgumtonel ? g. Tm.mn Tru Fo -Classic. and Smootti-Star Nomnal 69#39:8 &quot,hmpact8:quot Glazed 1213IJ2026 Fla Yes Yes NIA. Composite Edge Fiberglass Single Door (Instrngt0utsriing Xeonfigurstlon) 8 In. Thermal Fiber -Classic and Smooth -Star Nominal 6&#39.;8&quet LmpenlAquot Glazed 122312026 No yes leg NIA. CgmPeete Edge Fiberglass Single Dear vhh .Sideline{s Insuin /Ourveir XO, OXor OXO } g g , Configurati( "'al 9 1. Themul Fiber -Classic and 9moah-Star Normal 6$#3g:88qultUmpad&quot Glazetl 12i31I2026 No Yes yes WA C rznposte Edge Fiberglass Double Doorlath or enthcut SitlelRes Invvn 1Dutsmn X orOXXD f 9 R X configurations) 10 I. Thedna-Tru Fiber-aesstc and Smooth -Se, Nominal 86#39;0 &qu t; mpedtilquot. Glazed 12/312026 No Yes Yes NIA Composite. Edge Fiberglass Single Door (InSeingFOutsNing: X Configuration) 11 xTherma-Tru Fiber -Classic and Smooth -Star Nominal 8&#" 0&quW lmipect&quot Glazed 1M112026 No Yes Yes NIA Composite Edge Fiberglass Single Doorwlh Sul (.) Ihsn4 gR)utswing; XO. OX or OXO guf tb i 12 I. Tnerme Tru FibervClessicend Smooth- tar S Pl I 188# O vT G& u t Glaze cm na 39. o d 8qu ,Dt1Pa q 1 n tl 6 12I3. 2. 2 No Yes Yen e WA Composite Edge Flbergra5s Doubt. Dow vvith w Without Siddites CIne.MnglOutsning' XX or.OXXO configurations) 13 in Th Tru Fiber Clasen dSmodh:Star Norl 6&#39:8&qudlmpsa&quot Gluend d7131Y2026 No 'Yes Yes WA Molded Open Composite Edo. Fiberglass Single ap (lnsrirglOut-mg: X oce igu ration) Door 14 h: Thence-Tru Fiper-ClaasYc and SmoctliSts, Ncminel 6'8 &quot,lmpacl&quo; Glazed 1213'IR026 No Yes Yes NIA: Molded Open Composite Edge Fiberglass Single Dmr with Glazed Molded Open Sldelileisi (Inswmgrourn.1%,X0, OX or OXO configurniq ;l 1 a hemla-T Fiber-Clessica d:Sm ti- IM112ON No Yes yes NA $ T m I p .Car. Star Ntlntnals&#3g;8 &quit hrfpadt&quot Glaaatl M Id d Open Composite Edge Rberglaes Double. Door, with ol-Withoul Glazed Molded Open Sidel(te; (Instdng/Outs'rting XX or OXXO eaMgu lJone}. 16 p. ThermaTru Fiber-Classlc and Snimlh.Star Narinal 63439;8&quol;Imp6dl8gJ Opal IzzV282E- No Yes vas NIA.. Composite Edge lass `�": n Door.,In Po 9 g D Molded Open Sidoil l (Irise nteOuseing: XO, OX or OXO Configuraaons) . _ 91 q. Therma Tru Fitter -Classic and Smooth -Star Han pal 5&#39,8 &quarpact .im&quot 1.12026 N Opaque 2+3 0 Yes year NIA Cemposite Edge Fiberglass Double Door a,11h or: Without Glazed Moiling Open Skinites (ZlinyOuls,vil g,XX or OXXO o.m guratims) Florida Department of Business& Professional Regulation page oft Building Codes and Standards lrs2021 Product Approval Application Detall a \y Code Eml, tY or. a Date. Data Peddle ,Date 7yp. Version Manufacturer Contact Ersuaor& LicenseValidated RV Validated submitted FBC Altai Approved Stffitis. Revision 2020 POT Industries Jens Rosa.9aki Miami Dade SCCO -CER Miami -Dario BCCO-VAL 1111792020 10211=0 V242020 App-d Catagal exterior Down (9411 468 0100 (786) M5.259C Subcategory! Silting Exterior Door Assemblies jroagwsW@pgtinduvnes.c Complianca Mel. Certification. Wink or Listing om Fum-.R33 Praduala '. . 4tuariy Assurance A avedfer Use Aporpv.d for Us. lar-st Design See k Prdtluct Modal. NumDarw Name Pr tl t 0... diu lost Contact Eepbatlen Data In HVHZ Outside HVHZ Resistant Bone -re'. g 80D55701La I. "sells Impact;. 1Any1Siing Gass Door 04114F2021 Yea Yes Yes WA. Es �' - •; w � a ,. Ir +r ; � � as r.. 'i P,' . a f..'F :y _. ai- :., `.: 'Manufacturer - rodDerscriis t ,...,,. :''!. iN ifl..: a # ... 1 Test -' : " ss: :.. ;. - and ii '* I 64 s e Fiber -Classic and : 4r (IMPACT) 'ai 0 s 0 !' " J •: m.:Corporation -Pella Wayne -Dalton Series8 00 0w 0 f- 1r 0fi '' 0 8 s.:. A.. aF 0 0 psf swict 2 A I Wayne -Dalton Series *0 0 0a 00a00#1124 '• : - itr a l a / ,D. METAL LOUVERED DRS Curries DiAs of D ♦� �i## .. ir Single a Pairsi�ion II + . SINGLE HUNG add. Doors Ml Windows ..�. _ } :�, �,.. ski ... 'I '� : 4F e::M Series 5500 .`i' Corporation Pella ag._ : I a P -;;Series ,Pella Corporation ,Pella 10 Series +60.0/-60.0 psf B. HORIZONTAL SLIDER MI Windows and Doors .. at • �� : I!'. '. FM $ 4: All I I ir..aCorporation Pella ..,dg Window Series0 Slidingm;o.,, MI Windows and Doors Series, 185 Cm -Series, 5520 mom Pella Corporation Series 10120 12 ,.....-. psf Pella Corporation 10 Series Flange Fixed MI Windows and Doors Series 5764 FL15353.2 s Series 5500James f i -_ Hardie Building Prod. a MINE! M!, WOMM13012.1 =;ImtciEm . :. .�. fM: Solid and e. tt. Vinyl ttI ` r r -.' 4. :, : . FIN ,..,.. *i Aluminum Soffit Solid andVented _ 4a 5 4. a: a'. ■® : ,. J ,. a - psf I: a . 0. : 4. b �4L., 4 : s Dimensional B. UNDERLAYME - NTS Tamko (for Shingle Roof): 151b Felt Undedayment f II A I hI i iii. � ! f, #l,a+.ss .4 ::: .-off: Tile i*:o.. If!-: MAX s C. ROOFING FASTENERS -.: .,... 4 OR D.ROOF VENTILATORS d.s. Vents OffRidge " ! : ! - 7 lrFlorida 9 i .: Metale.. Products,- w IIIIII iFS. E. ROOFING TILES MGM- i , s .91r ri' t s : r s Iy .s' : er � nri. r � � e I ,i.'i� �7849. y 0_ u ffilI s ii F. METAL ROOF Drexel Metals. Inc. fir, y fi`r. y#, �`r 200S, DMC-5V 12131/2025 A.PANELS Panels, mr -' Shutters # a.. -- American All m m Panels GalvanizedSteel A A - - ',ON. COMPONENTS A, WOOD CONNECTORS/ ANCHORS s Conn, -Structurall 'Simpson Strong-Tle I i WT 11, ITW Building Components �Alpine Truss Plates t WARM MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 iL �' '�. Corp. High Strength Concrete;Commercial #' d lr ao Concrete- Products, lnc. High Strength Concrete Lintels Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 11252022 Product Approval Application Detail ° -. 1 END, W_Mll�a Y� NUMON 11 ` Code Entity or Data Date Pend ins r z-j,t, TvDe version MAnufacture Corral Engineer&Lcense Validated vatipaced submitted PBC Approval Approved status Revision 2020: Thorma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.C. Ryan J. King P.E. 0712812/320 07/12/2020 07/29/2020 10113/2020 ;Approved Category: Exterior Doors (804) 843-7628 PE-4340g (813) 7a7 6555. Subcategory. S ril ng Exterior Door Assemblies sjosperson@thermatruco Compliance, Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer �1�2tiA70-1�3"hl"a2!(�ade: QuaIlN Assurance Aoorovedfin Use Aoprovadfor Use Impact Design Se139 Product Model. Num be, or' Name Product Dal rition Contract Esbiratlon Date in HVH$ Outside HVHZ Resistirlt Pressure 1 a, Therma-Tru Fiber Classic and Smooth -Star Nominal 6&#39'88quotImpact" Opaque 1270t120P2 Composite Edge Fiberglass Single Door Yes Yes Yes NIA. 2 :b.:Thermil ru Fiber Classic and Smooth-Staf (fnswnglOutsw ing; X configuration) Nominal 6&#39'6 &quot,impact&quot Opaque 12131l2022 Composite Edge Fiberglass Single Door rm% Yes Yes Yes NIA 3 c. Tharmra-Tru Fiber -Classic and Smooth -Star S clelde(s)(InswinglOutswing XO, OX or configurations) Nominal 6'6&quot,lmpact&qucl Opaque 1?131Y2022. Composite Edge Fiberglass Double Doorr4th or Sidelines Yes Yes Yes NIA 4 d. Thermal Fiber•Classic and Smooth -Star Without (InswdnglOutsming, XX or DUO configurations) Nominal 8&#39 0 &quot lmpact&qucl :Opaque 1213.12022. Composite Edge Fiberglass Single Door Yes. Yes Yes. NIA 5 is Therma-7ru Fibamr Cl...ic'.and Smooth -Star 0 nswngtOutswing, X gonfigura ion) Nominal 8US90 &qupt,lmpact&qupl, Opaque 121812022 Composite Edge Fiberglass Single Door with DX Yes. Yes. Yes NIA 6 f, Therms-Tru Fiber -Classic and Smooth -Star adelite(s) (Inswing/Outemng XO, or Cti ccl umhons) Nominal 8&#39 0 aquet;lmpacAquo{ Opaque 171312022 Gomposite Edge Fiberglass Double Door ydth or Yes Yes Yes. NIA 7 g: Therma-Tru Fiber -Classic and Smooth -Star vdthput Hidehtes(InswinglOutsuwng XXorCS0(0 co f g rations) frominal 6&4398 &quotimpact&quot Glazed 17131=22 Composite Edge Fiberglass Single Door Yes. Yes. Yes- NIA t3 h r Fi er-C i - h. T e ma Tru. b lass a and Smooth Star (Inswngl4ulswing; Xconfiguraton) Nominal 398 rn ct not :axe IM112 2 Noma # 8quot I pa &q Glued i 02 Oompasde Edge Fiberglass Single DoorvAth. Yes Yes Yes NIA 9 i,Therma-Tru Fiber -Classic and Smooth -Star Sideiite(s) Qnswing10utsadng XO, OX or.OXO configurations) Nominal6&#39:8&quotlmpact&quot, Glazed. 1W31/2022 Composite Edge, Fiberglass Dou Join Door With or Sidelines(Imwnngldutsmtmrg XX OXXO Yes. Yes. Yes NIA 1D j: Thermi Flbler-Classic and Smooth -Star Without or configurations) Nominal6&#390&quotlmpa.4cluot Glazed 12031/2022. Composite Edge Fiberglass Single Door. Yes. yes. Yes NIA II R:Therma-Tru FAter-Classe and Sniootill jirisw rig/C'utswi ng; X configuration) Nammal8&#39,0"lmpact&qual,:Glazed 1.713laD22 Composite. Edge Fiberglass Single Dow Ath Yes. Yes: Yes NIA 12 1. Th.mui TruFiitar-Cliasaic and Smooth -Star Sitleilte(s} (InswinglOutsvt4ng XO, OX or QXO; conhgura9ams) Nominal 8&#Z9 0 8quoklmpact&quoi, Glazed 1213112022 Composite Edge Fiberglass Double boor vr"th or Sldeldes XX OXXO Yes Yes Yes NIA 13 m,,Thermal Fiber Chest: and Smooth -Star wthout (lnsw{nglOutsAnng or configurations) Nominal6&71395 &quot Irmpact&quot Opaque 17131l2022 Compol Edge Fiberglass Singla Door.V'ntn Sidetito(s) Yes Yes Yes NiA 14 n.Therma-Tru Fber-Classic and Smooth -Star &qucl;Nerilmpact&quld (InswrtglOutswing, XO, OX or OXO configurations) Nominal 6603913&quct,lmpact&quot, Opaque 12i3l2022 Composite: Edge Fiberglass Double Door t•Ath. Yes Yes' .Yes NIA 15 q':Therma Fiber -Classic and Smoot"tair "Non-Impact" Sidelines (InswinglOutswf fig; OXXO configuration) Naminal8&#39,0"Impact&quoY Opaque IW112022 Composite Edge Fiberglass Single Door with Yes Yes "Yes. NIA 16 p. Therma Tru Fiber -Classic and Smooth -Star - &quart Nori-Impact&qugt; SidelKe(s) (I nswrgloutswing, )(0, OX or OXO configurations) Nominal 8&n9 0 &quot ImpactWDl :Opaque 12f312022 Composne Edge Fiberglass Double Door won Sldelltes(InewngtOutsWill Yes Yes Yes NIA 17.. q.Therma-TrU Fiber Classic.. and Smooth -Star 8.quot;Ndn;tmpacMquot OXXO co 4guratro ) Nominal 8&#39,8&quot Non-Impac+8quot Opaque IT312022 Composite: Edge Fiberglass Single Door` Yes Yes No NIA 18 r: Thermal Fiber Clessldland Strxmth-Star (I"iaviggfOutswirtg, X configuration) Nominal 3a,#39 8 8quot Non-Impact&qubt- Opaque. J M112022. Composite: Edge Fiberglass Single Doorvwth Yes: ° Yes No NIA 19 's: Therma-Tru Fiber -Classic and Smooth -Star 8idelts(s).(Inswir glOutev,6ng XO, OX a OXO config uratl9nsy No2na16&#38 6"Non-Impact8quot Opaque 12131:/2022 Composite Edge Fiberglass Double Door with or Yes -Yes No NIA 20 t: Therma-Tru'Fiber-Classic and Smooth -Star Without Sldelftes (InswNnglOuhigsiing XX or OXXO comlg uratlons) Nominal .aW9 0 &quot Non Impact&qugt Opaque- 1213112022 Composile:Edge Fiberglass Single Door 'Yes Yes. No NIA 2 1 u.Thor -T Fiber -Classic Cassic andSmo th-S r ma m. r I a to {InsmannglOutsw fig, X coofgurafiail) Nominal uct on Im a not Opaque 12r3112022 N &I N p qt&q CompositeSingle Door Fiberglass SinDoormth Yes Yes No NIA 22 YThorma-Tru Fber Classicand Smooth -Star Sideiite(s)(InsvringiOutil XO,OXor OXO. confioufationsl Nominal Ball"Non-Impact&quat; Opaque 12131f2022 composite: Edge Fiberglass Double Ocor w4th or Yes. '/es No WA 23. -w: Therma-Tru Fiber -Classic and Smooth -Star Yathout Sidelites (InswinglO_ util XXor OXXO configuraYoris7 Nominal 6&#3$,B &qugt,Non Irmpad&qugt; Glazed 1213112022 Composite Edge Fiberglass Single Door Yes' Y05 No NIA. 24 -.X Therma-Tru Fiber Classic and Smooth -Star (InswrIgl0uteving Xtsonfiguration) Nominal 6&#39'8 &quot Nori-Impact&qual Glazed 12131l2022 Composite.Edge Fiberglass Si to Door with 'Side lte(s) XQ OX OXO Yes Yes No WA 25 y.Therma-Tru Fiber-Classlc: and:SmodthStar (insoing/Outsw4ng or configurations) Nominal6&#398"Non-Impact" Glazed 1213172022 Composite Edge Fiberglass Double Door Win or Yes. Yes No NIA 26. Z. Therma-Tru:Fiber-Classic and Smooth-SD3r without Shteltes (InswinglOutswing, XX or OXXD configurations) '. Nominal 8$IL39,0 "Non-Impact&quota Glazed. 1213lM22 Cpmposd6Edge Fiberglass Single Door Yes. Yes No WA 27 a. T ma-T Fiber -Classics S- pot -Star z her ru and m h. (InswnglOutswIng X configuration) Nomir 8 H 0 & of IR, ct& not Glazed 12131 022 al & 38 qu .Non Pa q ., I2 Composite, Edge Fi berglass Single Do., wjth. Yes Yoe No NIA 28 z[i:Therma-Tru Fiber-Classid and Smooth -Star Sidelio(s)(Inswngl0utswi ng XO, OX or OXO confu urations Nominal 8&#39A8auot:Non-Impac[&puot.Gtazed 121372022 Yes Yes No NIA Florida Department of Business & Professional; Regulation Building Codes and Standards Product Approval. Application: Detail Pagel of 2 11512021 Ogg Entity a plte gets Date Pending Tvpa Varston Manufacturer contact U ..sit V Vidal ad 8a Visioneer! submitted FBC Approyal Apprm ad status Revision 2020 MI Windows and Doors Brent&itiingen .Luis Roberto Lamas. .Steven M UPlch, FE 1OMS12020 1OVel2020 1011M020 1.21152020 approved Categraec Exten-a Daoi6 i717 36 9 5 -3300 :PE-82514 f717 ' 7 31]-8454 SubCadogil ailing Exterior Door Assemblies bstlinger@mNed.com Compllanca,Method: Evaluation Report from a Florida Registered Architset w a L censed Florida PreiNsswnei Engines, Fi#45332•RB faraduCia� 7uallty Assurance Apurovodfa Use Approved for Use Imoatt Design ii Product Model. Number or Name Product Ceecdptfon Contract Exeliation Date: 111 HVHZ Warder HVIC Resistant press 1. SERIE5424ALUE9420 ALUWNUMSGD SERIES 420 ALUMINUM SGD OXO 12r3112024 No Yes No NIA 14&3/4"x80&quct NON -REINFORCED 2 SERIMINUM SGD SERIES AL UMIN S 420 OX XO XX: GD 12GI2024 No Yes, No NNAUM 96"x808quot PION -REINFORCED 3 SERIES420ALUMINUM SGD REINFORCED SERIES. 420ALUMINUMSGO REINFORCED OXD 12012024 No Yes No. NIA 145.3/46qud;x961kquot: 4: .SERIES 42OALUMINUM$31) REINFORCED SERIES 420ALUMINUM90D REINFORCED OX. 12/312024 No Yes No NIA XO, XX 96&quotX96" 5 SERIES 420ALUPMNUM SGC REINFORCED.. SERIES 420ALOMINUM SGD REINFOFCEDYJ"UC 1JJ312024 No 'Yes No. NIA 143&qu01x9e8qud; Florida Department of Business & Professional Regulatlon Pagei oft Building Codes and Standards IM021 Product Approval Pp uct A oval Application Detail T s tile` Code EN or .9g4 t 3�SPandina .41d.4 TV" Version Manufaeurer contact License Validated sv var daiiee submitted FBCAMMIral Approved Status Rewslon 2020 Wayne-Daifon, a dwslon&Oveitiead Door ew'eyne Kern John E Scales Jeffrey P-Amason, Pe 1DA 22020 1)9292020/02312020 1211612020 Approved Corporation (W17a"i2i PE-5,1737 (904)8215200 Carogory Exterior Doors dkomishitwayne-dalton.c SubColiguill Sectional F-xterior Dow Asserrfbiies. we Camel anca MPthod: Evaluation, Report hart ti o d FI n aRag e Ist redArchltect or a Licensed Florida Professional Engineer FLrM2gagtZOMbdt�dls - , duality Assurance Anarand for Use how-aldfor Use Imoacl Orsron 3o0-9 Product Model. Numt, or Name,: Produc[Destrlonon Control E:alrstlan Date. hih�1tL Outside HVHT Resistant.. Pressure 3 8Dp0/81DOM20091105 9&#39 Ma'x pitllh 14' Max height Glazing 12/312023 No: Yes Yes +31 D1P55.00 available In �m e or lnfeedelt, sedlal 10 80W/lJl018200.#1123 iWZOMax svrdth l4&r/39, Max height. Glazing 12181R023 No Ye; Yes '+3000A33,50 availabbinlo or inlemletlial, section P 11 80007810D/820D'.#1124 6 g M. d ht. 0)a : n : /3 12023 1 8#3 M wl ID id&o'39:Maxhelg d g 12 1 No Yes Yea �34:40E-38 30 avalleble In top or miernadiste sill Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page tf i 175R021 &A4.t FgtllY-gi e Date Date Date Pending fit@ 7.oa Version Manufacturer Contest EnomeerB License Wandered Be vendetta Submitted Fee Approval Approved Status Rains- 2020 Guides, Division of AADG, Inc, Tom Fail :ULLLC Troy 8na PE. 1211012om 121012020 12212020 Apo-- - Category: Exterior Doors 16411494 2813. Y954) 947 0680: Subcategory; Ecrenor Door Components tan ratteyQessaeoloY.co Compliance: Method: Car9ficalicn Mark or Listing m F :]35 aPr � P 7i ucs p1t k Opallry Assurance Approodfor Use Approved W Use Impact cosim Sep# Product Modal Numh rName Product Description Cpnmact Ezpnatfpn Date In HVH2. outside HvIl Resistant Pressure 1 6Li7 y07 72'+ i4 , 67 77z, enp.89751ngle and Pairs gt Flush Glazed and Louvered eingleend pairs of 12+312025. Yes Yes Yea NIA Doors holim metal doves. Florida Department of Business & professional Regulation Pager oft Building Codes and Standards IAu2021 Product Approval Application Detail xu ...- Code El I or 61Bla Date Data Penang Data jygg Yer;lon Num,reeturer Contact Erwineer&License . Varitlatetl av Vandatea Submlpetl FaC Arbrand An owed Status Rewsion 2020 MI Windows and Doors BrentWhiirl American Architectural Steven M. Urich. PE 11/17#2D29 till 7=20 lin7n020 Approved Category; Wnell 1747)385-3300 Manufacturers l'-ecation T17)W-11454: subcategory. Single Hung haltfngermi'rvtl.Cpm compliance Method: Certification Mark or LBdhg Q0,111N Assuranda Approved far Use Apo raved fps Use Impact Design Qa£9,i! Prgduet Model. Number or. Name Product Description ComracLExdiraflon Date In HVHZ Outside HVHZ Rant Pressure. 2 188 SH 52X12 FinlFlerige Frame IGsG Single Hung 10/082023' No Yes: No +901-m Laminated Class - N N Cn L O O 'Ene (� -0 0- ^^'' W C CIO c C O 0 0 S3 -0 C O W O -Ill.t- C0JIM �V L b CIO `` CU 40 .� '0^3 VJ i.. L E Z Z W J M C= N r- z `^W TCeel/✓\/ _ O L_ O CL O L� M� W CL O L W Q W z z Q ^J LL SHEET NO. PA 1,0. � I _60 (1) (1) = I . - U) CU (1) -4.— Florida Department of Business & Professional Regulation page 6 of 9 Florida Departmerd of Business & Professional Regulation page I .f I Florida Department of Business & Professional Regulation Pao I art Florida Department of Business & Professional Regulation Pao I 02 0 -0 > = Building Codes and Standards 105,2022 BuIlding Codes and Standards i&2021 Builcling Codes and Standards 46rtigi Building Codes and Standards i&2l)21 -0 Product Approval Application Detail Product Approval Application Detail I Product Approval Application Detail Product Approval Application Detail (1) CL C: 0 0 a" � 1, 1 I I .� � R I . I � � - IBM , �, 1. W-11 =I � - I I I I _ - I . I 1, I i � code Entity 0 Date Date Date Pending 2M I rr I'� = CIO -0 T_ vemelarri Manufacture Contact Frialneer & Lips= Validated 6 Validated Submit tted FBQ Aiplarowil Appircreed Staltu Cs'd. TV Pe Vorelon Manufacturer CmItr or 2" Date contact itiatimser a Licartile Validated By Validated Submitted! Dad, Pending, FBC Apubal 29S Approved slaw code T version M.murect.- Entity or Dele Nis Contact Endrume-& Licarma validated EW validated sultinuttod Dare, Pending FSC Aejumo� Da" Ao,o,,d Rillin Cod. T version Manufacturer SnIty or 992 Palo claws Pending wqk FAC Awroxal Contact E,,i,,& Unnernsue validated 8, Validated 30oflutuad A,m-d sushis . - -1-0 CD 0) (6 R-isi 2020 Thermo-Tru Corporation Site- J..p ... n Lyndon F. Schmidt P. E Rysm J. Kina. RE. 10107Q021 09JI812021 10�13il!021 12/16P2021 Appro,ed Remsion 21120 M[Windoss.rd Doors lar ent Sittriper Amer— An,hice.cal St Id Urich, FIR 11,7212020 11/22nDn llf=20 Appr-d 0 - - , Category: F�torior Doors (800) U34628 PE-4a409 (813) 767-6655 Affirmation n2O PGTInduSries Category: Wnda J.me R-"ekl K.ml-D.d. BCC0 - CEP Miaml-Dade ISCOD - VAL 11M�2020 liMf2ON 315-25M 1111112020 Appro�d ReM,I.n 2020 MI Windovei and Dome Category: WInd Brent Gungef American Arch Rectum[ Steven lit Unch, PE 10MEV2020 lwwom (TI 7� 30.3300 MwnuiapNmraAi.fion f717) 31T-8454 IW19/2020 Approved Category: Windows c T17) 365�3300 M.-f-tunsrs As,covs1lort f717) 317-8454 = M - = CU F) Subcategory: "nging EActior Door AssermAiae Compliance Method: sjaspersonCtinamnatru,co m Subcategory: Single Hung (94i) 480-0100 (7a6) jrce-sKQpgdrdu9Mo.,o SubCategorf. Horizontal Slaw psft1hgsrft_mr,o- I ilubCatepiry: Fixed b,ftlingol@mlwd-. W -10 0 -0 E,,aluaticm Reportinomat I'londa Registered Architect or a Licensed Florida Compflance Method: Certflicatim Mark x Listing om Compliance Method CartIll Mer, er Listing Compliance Method; Certification Mark or Listing 0 -0 Proffeasionai Frngin� - = 2 - = (D FL*20461-R7 Products FL0230-na "y 0-flith, Ais,unicap, A- ... of for Us, Anar-sol for U, impact 0,,I,n FL*1=14111 FrDducts Quaft Assurance Approved for Use Approved for We Impact D"1011 FLA151fl-PI4 produrts GjWlN Assurance Amenotrad for Us, Asoper-ad for U, Inspaid Clasion Product Dwenorlpflo Contract Expiration calls, In HVHZ outside HYHZ Re,anguat Pre-. 0 0- = 0 = ?:: CrumlityAssunince, ApprovindficurUse Approvedfor-Use impact U4111w, sea a Produpt Model. Number or N- Product Description Cgglimot Expiration can. In HVbZ Oushuds, HVHZ R0,11start Pressure a-- # Name P ... 1-1, D..d.ding Inylkan and, in HVHZ Ousift HVHZ E,sKt,,t Pressure Swo i PrWu,t Model, Nuship, or time las PW 73 � 72 Insulated class 04/031202S No Yee No '60/40 a 0 U_ — Estill Prod u ot Model, IN um bar or Nam Prod uct D.s.:iRa2a Contract Expiration Date In HVHZ Outside HVHZ Resistant Prelinauture 2 aHsaoa il_g, Missu, Impod) . Vlryl Sngl. Hung Wnd- OV3=025 yes Yes yes N)A 1 HS la6 Fit, and Plana. Fr.- 73.62 W.d Cie. 02118=4 No yes No -551-55 M = M I st. Thet--T,u FffiClassic and Smocth�Stsu Nominal 6&039:8 %qual;Non-Impootti,quot Opaque 12J3112022 C.mp.sit. Edge Filb.glauss Sirgle, Door No Yes NO MIA 4- 0 M 0 > (InswIngfiDurtswing; Xconfigutation) . D -0 E 0 2 b Therma-Tru Rber-Classic and Smooth-Staf Nominal 6&030;8 Iliquipt,11on-Impect8quot; Opaque 1V31/2m No yes No NJA a) a) L_ L_ Composite Edge Fiberglass Single D..rwjth U) -1, (a. Sldelil Onavdirg�Outawng; XC, OX or QXO confiaunaii.r.) - F= Cf) Co 140- 0- 3 c, Therma-Tru Filber-Clasile and Smocilb-Ster Nominal 690�9;8 F,qVc,eNon.Imp3et&0uot: Opaque 12131/2022 No yes No NJA M _11�� Fiberglass Composite 61ge Double Door Wilt or �_ I_- W I < without Sidelites (In-AnglOutsvying: XXorO)O(O -0 . configurations) 4 d. Tharmat-Tru Filqer�Classjq and Smooth -Star Nominal 7&#39:0 &qu.t,N.m-lnxb.o18qu.t: Opaque 12)3112G22 No Yes No NJA Composite Edge Fiberglass Single Door (InsyAng10utsoAng: Xclonfiguraflon) 5 a Therma-Tru Fiber -Classic and 5mooth-Star Nominal 7&#39.0 8,:t-t;Non-Impaoi&qupt, Opaque 1213112022 No yes No NIA Composite Edge Fiberpia� Single Doctrwrth � sclail (Inswng/Outsvong: XC. OX m OX0 6 f. Therma-Tru Flber-ClassJc and Snnooth-Star configurations) Nominal 3&#3S;0&quctNorImpa&Acuot, Opaque 12,Q1M22 No Yes No NIA Florida Department of Business & Professional Regulation rest. I .f i � Florida Department of Business & Professional Regulation P., I of I FloHda Department of Business & Professional Regulation P.,l el'i rM Composite Edge Rixurglasm Single Door Building Codes and Standards 1&2021 Building Codes and Standards IFIRD21 Building Codes and Standards l/orml ans%Mrgioutswing: X configumbom) 7 g Thomna-T. Filb-Clataisip end Emoo,th-Star Nominal 8&#39:0&quotNontmpgc,Il Qpaq�o 12f3112022 Composite; Ed"' Fiberglasis6ingle Door �.Ah No Yes N. NIA Product Approval[ Application Detail Product Approval Application Detail Product Approval Application Detail Siddia(.) 0nswmg10.tswnT XO, OX or OXO I , . - . I . . ,�_ I - .. I . . . . . . ... � . . . I'll 11 configurations) a h. Thisurne-7ru Filbisr-CL. Sm-th-Star Nominal 69#39;0 "Nor-mPaoAquot Opaque 12131?2022 No Yes No MIA and Clp..It. Edge Rb.,gla.9 Doubt. Door 1;�ith or Cod. Eintite or LRIA. Date Date POodma Date ... I I C-40 Entibror 13.11. Date care, Pleadle, 291 Cod- . . . . . Entriv . .QW-- plate Data Pending, PA2 rrr - 4 without Sidallbas (inavAngfO.t9whtg, XX or OXXO . T-1 Verson Manufactuira C.plad Engineer & Lt.— validated lih� VWI,N,d Submita,l Pao An,m,al A,-..d stat"U. T... V,,I,, ma-fady- C.14A,t Ilinuglaquor & License Validated By Validated submitt. FKAP,re"I A,md atatne, 7NIDe version Manufulturor conlard engineer & Ucans Validated By validated Submitted F5C Approval Approved Ralik 9 I. Thermat-Tru Fiber-Clasricand Smooth -Star .nIlgonations) Nominal 5039:8 &quatNon-Impact9quot; Glued 12J3112022 No yes No NIA Affirmation 2ON PST Industries J.- Poso-ki Marri-Dade IRCCO - CFp kq)�D.ds BCCO - VAL 11)(05M20 i 1%12020 1 III lf2Q20 Appd R-ision 2020 MI WInd,d D.&. Want Slinger L.i. R L-., PE st-o la ljrl�. Pg 10/0012020 1010612D20 10012020 12/iSM20 Apv-,J Affifiretw 2020 For Industries Joan R.Id Mlarat-Dade ECCI) - CER Mi.rd-Ondo BCCQ - VAL i VWJ2020 I M5W20 llfllf2= Appro,ed Composite, Edge Fiberglass Single Door Category. Windows (941346"100 (786) 315-25N Category: Windlows, (717) 365-3300 PE-62514 (717).317-8454 Category: Wrdows (941)013-000 (786) 315-2590 �Inswngloutswinw, Xoprifiguration) ftbCamstay: Fl�.d ji-sawcklilip9tindusurleac subwea.,Y! Niullions bajt1Irc*r@mswd�0" subc-t-g-w 5-willon, jrosoweikid?pgamcnistres c I 10 J. Therma-Tru Filber-Clas,sic and Smooth -Star Nomrsal 6'8 "NonInmpact&quot' Glazed 1213112022 Composite Edge Fiberglass Single Door v9ith, No Yes No NfA Cornplien- M.1h.dt Certiftation Man, or I.I.fing I .m I I Complian.. Method: Lvaluisti. Report from a Florida Registered Architect Lo.reed Florida Compliance Method: cwfllii.� Mark or using I .. I � I I Sidelftes) (Inswrig/Qutswng; X0, OX or OXO I FL424�3-R24 Produetal I I - I Pr.fassier-ml Engineer fj*�bIjAjiPnsdU I I , I I 11 I, Therm.-Tir. Filp�r-Olawic: and Srnwth-St� configurations) Nominal 6039;8 &qupt:NorI mipacAquot Glazed 1213112022 NO yes No NIA Sao 4 Prgd,ct Model. Numbin-or Nevas I Quadle klissernew, Aneralredfartil- Product ce'.'Inflon Cordmet Etedratil- Data In HVIFZ Acorov,d fee than, Chuagid, HY ],,,,t D,,I,n ReRbst-1 le-mrs I I 'red.d. I I I I I I I I I 40" "I Number or Name as"it, Asignounc, Atjor ... d fee, U,, handforues 1,,,t Deal - Product Description ConeragLExurrators Itata In FVHZ outside HVH Resistant Pleasure, Z Composite Edge Fiberglause Double Door Ywth or vAthoutS�delites�ln�inglOutswing XXorOXXO 5 PW,5520 (Leurg. Missile l.p.�) MrA Fl.,d Wrd.. 04,30t2l)25 Yes Y Y_ WA Quality Assurance Ainaronadrarils, Amerowed! f., Use InMed Design I Mul= = Doors an d Wind - Abininum Mufflons 05126,20213 yes yes yes NA . wrifigurations) S.-A Pro,6-t Model. Number or No Product Desorption comneat Fairtshon get, in HVHZ Outside HVHZ R,,I,t.a Pressure 12 I- Themna-Tr. Fib.r-Cl..si. and Sm-th-Sta, Nomnal 7'0 &quol,,NormpacMqlupt Glued 12131/2022 No Yes No MIA 2 084 Veftmt Aluminum Mullion 12GI/2024 No Yes Yes MIA Composite Edge Filpargloiw 8inge, Door qns%,,fin@1Quts%Wng;; X configuration) is m. Tt,.,--T. Fib.r-Cl.-i..nd S-th-Sts, Nominal 7&*39;0 Squot,N,,-1 mpas±&quolz Glued 12,131/2022 No Yes No MIA Composite Edge Fibelglass, SingLe Door ,unth Sidelite(s) �nswirg�Outswmg; XO, OX or OXO configurations) 14 n. Therma-Tru FlIthar.Classic and Eirrooth-Shar Nominal 8&039;0 "Non_mjpa&&quo� Glazed 12J3If2O22 No Yes No MIA Z Compcsute Edge Flbargl Single Door (l-wmg1Outhg; X configuration) 15 c. Tharma-Tru Filber-Classic, and Smooth -Star Nominal 8&#39:0 &quot:Non-Imp@ct" Glued 121�iJP2022 No Yes No NIA Corninmite Edge Fiberglauss3ingle Door "th Scelite(s) (InsWrg1Outs,Mrq: XO, OX or OXC` Florida Department of Business & Professional Regulation page i all Florida Department of Business & Professional Regulation P.g.Zcf2 Florida Department of Business & Professional Regulation Page � of4 I 16 p Therma-Tru rpar-Classle and Smoth-Ster configurations) Nominal 8&9,39;0 "Non.Impact&quot Glazed 12)31i2022 No Yes No MIA Building Codes and Standards I A512021 Building Codes and Standards IONI.021 Building Codes and Standards $15,11)23 Cornposite Edge Fiberglass Double Dooriolth or without Sidelite,s (Inswinu;/Oupwsing� XXor CXXO Product Approval AppliC ation Detail Product Approval Application Detail Product Approval Application Detail I w configurations) 17 q� Them-m-T. Filaw-Clssmic and Smo.th-Stal, Nominal 68039;6 &quot:Non-Impaqt5quqt. Opaque 12/3V2022 Composite Edge Fiberglass Single Door Wth No yes No NA - .., - , 0M " = Transom (IrsWn*OumvAng; OfXconfuguration) - 11 � I 11 � 16 r. Themt Fiber -Classic no Swipirth-Star Nominal 88#39;8 &quatNon-I mpactiRelwt. Opaque 121ali2022 Cornp-lbe Edge Fiberglauss Single D--Ath No Yes No NA C-44 1M version Ma-f.et.- Entity or ped. gets Cooled enairietir Ak Li.ame. Validated sub�ittaj pass, Plunging f5C Approval 11 DIL. Approved .status code T Version Iffenufactu- Entity or Date pa" contaot E-in., & Lt.-,, validated law Vallditstail 8.1e,entruedl Data Paneling FBC A,,v,l Pato A,,d shat., Cod. im version, Mancruactu- Entity or Date 01. Det, Pendirt, p0t, Contest Eliminate, 06 woums, Validated BV validated Smurritted FIRCA-griel Au,,,d Met- Sid.lihe(.� and T,.n..m (In.,ing/Ouis,Ang: 0rX0. OIOX or O1OX0 configurations) . Ramer- 2020 James Handle linlildnig Prod.t,. in, Chad Dar.si V And- Tan Jon R Southard, R E, 01/05=21 IV144n)20 Di.061,2021 ding P80 Appr. ReVson 2020 Aside Hpl, Thompson Lyndon F, S�hrmdtj F.S. R�. J. King, P.E. DZJ15/20211 =1&2021 02=021 DOW2021 Appre,end R.,!.Ion 2020 OAF Micheal Stiolh Robert Nerninen John W, Kn ... YJ,h, PE 12H912022 12117/2022 12=12022 021071202S Approved 11) s. Therma-7ru Filbe,-Clasauc, and Smooth -Star Nominal 6&#S@;8 &quotNon4mPact" Opaque 1MI12022 No Yes No NIA cwog.m Parto Wells (90) 541-Mg PE-81662 (352)3e7-2520 category! Parel Wells tale) 922-238S PE-4340S �913) 767-6555 Category: R.dsrp (800) 768-3411 PE-591GE t254) ?r2-8224 Composite Edge Fiberql Single Doorwith subcategory; Siding .h.c.dierpicsojame,huardi Subcategory; Suffie, nithorpsonC.I.d S�bCuhap.ry: Asphalt shingles rnstusingig.f.-m =I Sid.lilz,�.) (In-Arg/0.1swrig: XO, OX or CXO C."llence Method: E.1u.b. R,p.1 t- a __ compliance Method: E-tualion Report from . Cornpilartee Method: Evaluation Report frorn a Conthmous Heund and gill configurations) Flaid. Registered A,chined are Uecl Florida Flodd. R.91aferedivehibect or . Ud Pl.rld. Fl.nd. RegateredAn,hit.el or . Licensed notice 20 t Therrna-Trut Fibisr-Cla,mle and Smeour-sw Nominal 8&939;0 &quccNor-I,Vsct&q..t Opaque 12/3V2022 No Yes No MIA Professional Engineer Professional Engineer P,&..k..l Engineer , Composite Edge Rb.,glass, Single Dcor,mth I FL*Iai24.R33 Products Sid.liba(.) 0c.wmg1Ouba,Mn9. XO, OX or OXO IFL03110249 Prpl,IP4, FL*tn?R�R5PtQ0jjgU Continuous Head and Sill configurations) 21 U. Tharma.Tw I'mW.Classic and Smooth -Star Nominal 69939,8 "Non-Irnpact" Glazed 1213112022 No Yes No MIA Q.uWlrY Assyranol Apunro.dfor'Uss, Approved for it)" Impact pauslon In HVHZ outside HVKZ Quallh#As�, A,-,,d f, ths, Abona-d for U lim-et Dead- Prackupt C.rdrsol Expiration M In HvI4Z outside H Reshid.wit Pr camllymearaun Approved for thins ApprdforUse IMDW Design a6all, Product Model. Number w Name Product Description Contract Emiratim Date 41 HVHZ Cultsficle, Resistant Pleasure Composite Edge Fiberglass Slingle Door with Sea A Product Model, Number or Nam Product D.,sorlyll. comiract Expiration Dili Resistant Pressure am# Product Rl Number w Name Costription . ... ur4 Sidelite(s) (lnsWng/OuNWng. XO, OX or 0XO I Cempipok Lap Siding ibe-em.rt let, siding iMI)2023 Yes Yes N/A NA I a. &qu0(:2T&quol: 80M Vent or Sold Vinyl Soffit 12/31(2023 NO yes No NA I OAF Asphalt Roof Sh Ingnes for use In FBC non-HVHZ Fiberglass relatorcod 3-lap, laminated, 5-talp and 1211[612025 No Yes MIA MIA _. Commuous Heed and Sill configurations) 2 A ... H,Plaak L.p Sfdrg Ilb-osm.rt lap eking IMV2623 Yes Yes MIA NJA 2 b. &q..0141I.m.. T4&qu.t:S.Trt Vent or Sold Vinyl Split lW3112023 N. Y.a No NJA J.risclelon, hipArld.g. .�ph.ft shingles M �, 22 v Themns-Tru Fiber-Cla.asi. and 8-th-Sts, Nominal M#�al) &quot,Non-ImupaqI8quot Glued 1 V3112022 No Yes No WA 3 c. &mwt:Gr.9rb1Iw Vintage ffeed.d&.439- Spirit Vent or Said VInyt Soffit 12131r2023 No Yes No NJA I Cl%i = Composite Edge Fiberglass Single Door wth 4 d. &wot;D5&wot; Seffit Vent or sold Vinyl Soft l2i3lQO23 N. Yes No WA C= I . 2 Sdelib.(.) (InswnglOutamng. XO, OX or CXO 6 a. &qud:Chwier OakUluot, Soffit Vent or Build Vinyl Gona 12121r'023 N. Yes No N)A " -= := Continuous Head and SIR configurations) 0 f &quct;Super Span&quot. Sollit VamtorSdid!Virr�l SeR 1213IQ02� No Yes 14. MIA 'D 2� W. Thermus-Tru FlIber-Clasaic and Smocth-Star Nominal 6&#30,8 &quotNon-Impaor&quot Opaque 1213112022 No yes No NIA C= -1 -, - T Composite Edge FilbargtawDoor Panelswith Vented I.. - 1= sdolite(s) �InsvAnglouts,rrurngp *� >Xxor y,X" 117,11111) I - V = 24 x. Therma-Tru Filper-Classio and Smooth -Star winfiguRatims) Nominal 8&939;0 &quooNor-Impanct8mm� Opaque 1213112022 No yes No NJA 11 1= E cc C-) C17 C-A Composite Edge Fiberglass Door Pamalemth Vented !�i . -= CX3 :0< LA_ Sideline(.) (InssvinglOurtswing. Xy. X>D(. >0004 m: = � Cc a- 25 y. Th.-.7ril FlIpar-Cl2ssioand Smeoth-Shir config.r.b.r.) Nominal SU39:8 Squo�Nor-Impaid&quot, Glued 12131/2022 No Yes No NfA - C" C3 , C-4 - C.reposits,E761. FIIb.,glhs.Qoo,P.r,&I.wRtn Vented Sid.libs(.) �tlAnglOutswruq, )OC XXXor X)= Florida Department of Business & Protessonal Regulation page I sf I Florida Department of Business & Professional Regulation page I or I Florida Department of Business & Professional Regulation Pne I oft in �,- Z C= C13 cla - t9c configiurad ... ) Building Codes and Standards 101912321 Building Codes and Standards I AV2D21 Building Codes and Standards i02202I �:: - t CL w co 20 z. Therma-7ru riper-Classicand Smooth-Ster Nominal BU39;0 &quctNon-IrrRpact&qLot Glued 1213112022 Composite Edge Fiberglass Coor Panels vAth Vented No Yes No NIA E 5 E �:_ = Sidelibe(&) (InsWngVOuts4ng. XX XXXor XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �.- w 4� _= = - -cc configurations) = U -- 3: cc � I � -, I, �� , , �_ iti� -"'Inw- I � � I _� "I'll R: , 27 za. Thermal-Tru Fiber-Clanicand Smooth -Star Nominal M00:8 &quct-,Non-Irrpacs&quot, Glazed 1213112022 No Yes No MIJA Composite Edge Fib,,glatss Single Do. �lth W39:0 - 3: - M `- cu, SldeiiKs) 0 n5voripioutswing: XO, OX or OXO . configuration.) j;2A firtit'., pate, gets Date Phading . �� DO Code limit, cur 2& Date Date Poindlino � Date, code , , " -1 Entity . Dw. Data Dateftal Jus = .!!! �� 5. = .= U, CD = CM 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3aa"Non-Impact" Glued 1213112022 No Yes No NJA ZM Version Manufacturer Candw En,!,,,,& Uq validated W Validated Submitted FRO A,,.,,I A--d stalt- T version Ift-facture, Ccurd.,t FmArt& Li,,- velidahad 8, validated submitted FRIC A,,-1 Ap,notod 61121a TV[,- Version Mernifie,nu- c.rA.d Snainseur a U... Validated By VaIdalhad Suhrolbad F&C Approval Approved status - Cc, .� = M 21.1 = Composite Edge Fiberglass Double Docr,Mth Ren.4.1on 2020 TAMKO Building Products LLC Kern Eden Robert Nleminol John W, Knaaswcti , FE 1010412020 @9129/t?D20 lWl?J2020 12AS12020 Appr-d ReMson 2020 L V. Tharnpeon. Inc. Za Thompson sincritictural Tony Christman Zadhary R. Priest Steven lit Urtch, PE 09117t2020 09flOt2020 OW22J2020 12115,2020 Approved RoOsion 2020 Florida Media Products ln�. Clark Jones James I. Stoker. P.E_* Steven M. Ufth. PE 09,2Y2020 0525=20 10AA12020 12116?2C20 Approved ,A _= M $&#39:0 Sidelines (I newnglQuissiMnSi 0)0(0 Calaway; Roofmg t417� 824-6644 PE-5T1166 fg54)772-6224 Metals Cornspsury4TAMCCA i1113) 748-3466 Ps?402i f7iT) 317-8454 Category. Rooting (904)783�41401) CBUCK engineering 4 7171 317-a454 = E 2B Therma-Tru Filber-Clazzio and Smooth-SIpir canfigurat,Qn) N.minatl 841#39;0 8iqvq�N.n-Irnpgd&quot, Glued 12131/2022 No Yes No NA SulnCaftegnury: Undarlayments sam_.d.rI s.m Category: Roofing Sub0mogary: Raping Accessories that are an tony0_11ornewrocring.com 8.1boalegury; Mooring Accessories that a. an Integral par! .Tth. Rnalingay.insm olsft�flamo_ PF,31242 M CD C-s Composite Ed" Fiberglass Single Dco,r with 3039.0 Compliance Method: E,,aluation Report from a Licensed Florlde Integral Part ofthe Roofing System C.mpliarets Method; &aIN.H. Report fr... E, - Sid.lftet(s) �ira.ng/O.tawnq; XO, OX or OXO Florida Registered A -hired or. Compliance III Ewfluatlen Report non a P.rd. paitt,tarsdA,�hIfte or a I-c-sed Pierce so zd. Therri Filher-OJimsip and Sm.oth-Siar -",,,,,t,01.110:0&qu.t;N.n-Imp.a*..t Glued 126112022 w.minat, . s No Yes No NIA Pn.Fi.n.1 Engineer I I Point. Registered A,clriks�t Licensed Florida Pr.l.,sionel Engine., lc:" Composite Edge Fiberglass Double Door with FUM20_249 Products I I I " , I I I I � � I I I Professional Engineer FLItinilIS"ZWorthigh; 3&1M;0 Sideliftes, (InsvAngPOutsWnij; OXYC configurston) Q,elltv A,,,-, A,,,,-df,,#)V, Atal her Us, 141, Deal,, Fl.walfill-R3p,pough. I I I I I I QuitalltyAssurandelt ApprQwul for use Approved far Usel Innot Design 31 ze. Tinerma-Tru Flber�Qassicand Smopth�Stpr Nominal 7&#39�O &quct;Nort-impa&&qu4 Shaker 1213112022 NO Yes No NIA li- ft Product Modial. Nseri nut N,- Cc Product Dwriati. clugot Exaltation and. in HVHZ ouhjd, HVHZ R"Istserst Pressure Quality Assurance Awrov,d for Us. Approved for us, Mi 2alm §w Pmdutt Ai Numb" , Me- Product Das"10,10" Corstrapt Expiration Data in 14VHZ Wield, HVH R,,I,t,,l P—re Swiss C.nnpo.its Edge Glamed Fibe,gi.as Single I TAMIKO Poor I.Andertayments, (HVHZ) Roof undisdayments for use In FSC HVHZ 0&2912023 rem No MIA N/A S-9 Product Model, Number or Name P,,d,t D ... drAkin C.nt ... T E,I,,tf,n Data 1, HVbZ Ok-thtele AvHz R,,I,t,.t P.... 3 �i- FLAMCO &quot:RV 10 Ridge Vers&quot: Aluminum Ridge Vents for pitomid rwfs fabricated 12131r2024 No yes No NIA Door wth or Wth a ul 1 &439;2 Si d alfie(s) )uirledetion'. I TAMCO Flat Top Off- N dips Vent wlth Baffle for Tio 26 ga. statIc roof ventilator %Ith battle 0910sam yes Yes NA NA fr.. 3.025'AJuminurn (I re,wn gfO utsvring; X. OX XO or OXO configuratJo ns) 2 TAMKO Roof Un done ymemg I NOR 44VHZ) Roof under! ayments for use in F BC nw-HVH2 06M/2023 N. yes NA NJA 2 TAMCO GwkV.rit 26 9L 0=0/2026 No Yes MIA -Q1-$2,5 )umadictions. 3 TAMCO Off-Ridig. Roof Vent %tith Bark 26 go- side roci'ventilator v.qth Integrated beft 09108n(126 Yes Yes MIA NA 4 TAMCO Round Top Off-Ricill. Vent %still Battle for TIJ. 26 pa. ,tetic roaf,entRad.r �Iffi barns OM912026 Y. Y. NIA WA I Florida Department of Business & Professional Regulation Page i oil Florida Department of Business & Professional Regulation I Page I of 3 Florida Department of Business & Professional Regulation Page I oft Florida Department of Business and Professional Regulation Building Codes and Standards W121321 Building Codes and Standards IM2021 Building Codes and Standards 3*12M Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) IT M-1-R � '_ OWN 'in OWN I I , MCI " C.d. W. V,,I,n MMpturer Revision 2320 L-,n. Entity or ;w Dam Contact lancubmaer & Uipentu Validsw B, validated Submitted K.t,lra Jolley James L au.kn., P.r. Se- M. Uron, PE 1412=020 11123t2O2O Data P,ivdlm FEC A,,,,M ilimoito 2" Ammultsed at*- ding FBC Appr- PAIR T Version leacnrf�wnnr ReAkto n2o Beral Roofing Enfibi � ;W1 D*. (ppritwt Enahmear & Uperlse, volidelod an, Validated Submitted A,dn Rclal� LAPM0 Untf.- Z�uluali. Q.rt,W.W.Ike� 11/03=20 1liG2020 0*1 ftna- FOC Ao,-1 299 A-rovad $let- lVD512020 AW-d Cod. riva version Re*1w 2020 mvaufwwror Global Protection Products. LLC- andri or gets Date Vent Pending 24A Costlier Ellaineara-u-isird" validated By Validated submittod FOC Approval Appra ilcw�,t Tim Robinson Water A. TINW, PE John W. Khmervich, FIR JW&2I)20 oms= ini/2020 12115M20 Appwad CD FL#5259-R31 code fD_tAy_Qr_ Date Date Date Date Status Category. pooling (501) 943-610 PE-31242 (Tl 7) 317-84 54 cetagwy! Rod% (80)380-SO91 senAm LI.C. (205) 854-Di6;0 Canagnuy,_ Shuthus (9541 689-7545 PE-44167 (D54) 7T2-6224 . _a Version Manufacturer Contact lyp Revision 2020 POLYGLASS USA Maury�Alperl f_ngineer & � �Ildated By Validated . License W 1012612020 Submitted Pending. Aqproved Approved 1012212020 FBC 12/1512020 S.hCat.Wry:R-ffipgAi-HhsRn Integral Pan.1the Roofing System Rjell.yiplontancocom SLbCet.g.,y: Roofing Tit- compliance Method: Svoluation Repo,, fr= a P,od.ct E�Iuaticn Entily RdAAnd.rscrelporsdo. . S.bC.I.g.,y! Storm Panels Co"INsureaMethod: Evalualso Report tom a ffmrobInson0gppI.m in John Category: Roofing S9542331 330S mal pert@ polyg lass.carn Robert Nieurninen Knezevich, PE &Ilproval Compliance M.th,d: Eu.1ustion Report ham a Florida Registered Architect or a Licensed Florida Fiwlda RagisteradArehitect w a Licensed Fkurlda Prefe,sion.1 Engineer Subcategory: Underlayments Compliance Method: pr-59168 (954) 772-6224 11101/2020 Professional Engineer F1917202AM Pruducts I QuaRvAsmancis Approyed for Use I Apartnied for Use [Impact Design) FL"30*12 Pruwal 8-9 Product Model. Number or Me,, 16 Be Koury St�ke. Slate, Cw abrit GO I Old langish QualltvAssural Approved for Use, Apor-pel far Us. P,d,t assorted- C,rft,,j E,tirsiticut Date In HVHZ outside HVHZ Flat Profile - cenvar. CO 12P31Q020 No Yea W= 00slan Resistant pres... N hk WA rk#�Saye-lus en.d.a. � Q,erWA,um Aodtartla, A-io1 to, use 110111w a,,) - E Eva ulation Report from a Florida Registered sea# Product model- Number or were, I Dsck-Air� DA-4 or IRI-BuIlt Deck -Air DA-4 Pirtuduot Description Contract Eeniratleen Data 1. HVI4Z L- profile, P.lypropylea, Pi..fiw, RcdV.nt 1211MO25 No Outside HVHZ yes Resistant Pressure No ,97.5t-97-5 - ,state, thatch &amp: impact 17 Saxony $00 - Slate. ShakaAarimp: Split Shake Flat Pr*filo - Stmister. CA 12i31Q020 No Yes MIA WA fitu 1 PrDsluttli Nuarbstror Name 20 Gage Gaiv-1-d steel Storm Para1aJHVHZ Product ot,,Ow.I, Contract rouleallan Dealt In FVHZ outside HVHZ Resistant Corrugated Galvanized Steel Storm Pane4s retained 12J31/2023 Yes Yes Yoe MIA 'efee-ell Architect or 2 Licensed Maelhonleally Attached to Plywood DatK Sucaty 800 - Slaiu� Shake Aamp; Split Shake i : S...y 700 - Shake State aernp; Split Shake Flat Profit, - Ratio, CA 12nii2o2o No Flat Profits - Stol CA 1213V2020 No Yes Yes 14 A MIA N/A NA 2 24 Gage Galvanized Steel Storm PmelsR4HVHZ ., not by tra.k, to prould. hurricane w.actlor. corrugated Galvanized Steel Slorm Panels r"t tried 12(31,,2023 NO yes Yes N/A Mn a) Florida Professional 20 SuonyTOO-sh.k., Saa6smp: Split Shake 127 Tales Eapar. � an,needne Flat Profile- Palo. CA 12M1,2020 No High Prcrfile - Italy. TX 12,31,2020 No Y Yes N(A MIA MfA N/A orm, byracks, to provide hurricanes protection. (D Engineer L- Front. Katy. TX 12)21=20 No Yes NfA NIA FL#5259-R31 Product 28 Vila � = Qtil Assurance agpirovied for th" &qliMV_d_fgLgM IMPact Do" Cn Lea! Procluet Made], Nurnber or Narree Product Description Contract E?pjral In HVHZ Outside MV Resistant Pressure Date 1 Polyglass Roof Underlayments Roofing underlayments 1=112022 No yes NJA 4WAI-622.5 IM 1 2 Polyglass Roof Underlayments (HVKZ) Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlayments for use in FBC,lZf23/2Q23 Yes No HVHZ jurladicilons. Polyglass, roof underlayments, for use In 12i23)2023 No yes NIA WA NIA -WAI-622.5 M > 0 FRO rpnHVHZ jurisdiction.. Florida Department of Business & Professional Regulation Page I of I Florida Department of Businces & Professional Regulation Noel �11 Florida Department of Business & Professional Regulation Pagel of 1 L_ 1 Polyglass Roof Undertayments �HVHZ) Polyglass roof unclerlayments for use In FBCl2J23i2023 Yes No KVHZ fild.didlons. NIA MIA Building Codes and Standards U26022 Building Codes and Standards i'712021 Building Codes and Standards IF112021 > 0- 2 PolyglaSs Roof Uriderlayments (non-HVHZ) Polyglass roof underlayments, for use h 1212a12023 No Yes FRO non-HVHZ jurisdictlons NIA -NIAI-022.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CD_ I Polyglass Roof Underlayments (HVHZ) Polyglasi roof uncledayments for use in 1`13012123`2023 Yes No H1VHZ jurmckbons. N/A N/A 0 < w�q - 04,Ei*Flbka 0�1 M. -11 AMM Ji, NAM= 10 2 Polyglass Roof Underlayments (nun-HVHZl, Polyglass roof undedayments, for use In 12i2af2O23 No Yes IFSC nap-HVHZ jurisdictions. WA -NIAI-622.5 Code Entity Date 2111 Contact Engineer & License Validated Validated submitted Deus Pending IFFICAtiproval - 2a Approved Status Code T V,,aicn Min-molurs, Entity or Date DAD Context E-brear & Lican.0 Validated 51 varwatend S.Ineutted Date PendIna F3CA,MrI , Data A,-,d Status, Code V,,I,n Mmulact.n. �, I , I Entitle 0 Dino 29-4 Dot. Pindinal Palo Contact Ere.R.", & License valid.ted at, Validated suturrittind F13C Agawil Atuprowd tilaws " -6--i 1 Polyglass Roof Undeftyments, (HVHZ) Polyglass roof underlayments for use In FDO11V23=23 Yes No NA N/A T-e Version Manufacturer 2020 Alpine 61-0 Ls,wia CC Evaluation Ser,ica, LLC William M. Ranieri, P2 1013112020 1 U22M20 1145t2t)20 1145M20 Approved Z= 0 2 Polyglass Roof Underlayments (non-HVHZ) HVHZ jurisdicliorm. Polyglass roof underlayments, for use in iV2312023 No Yes NIA -NIAI-622.6 Revision 2020 All American Shuttersand Glass Category: Shutters SulaCatingorr, Storm Panel. fillike Barbieri Frank L. Bernardo, P. E Troy Bishop, P. E_ 1012812020 1 Wl W2020 (561) 712-9W2 PE,0046549 (954) 947.088Q milkep@allannericamshutte 1110512020 1XI512020 Appr-ed fityid.n CatoDary: Structural Ccmpor.rt� S.IoCateitcrs, Truse Plate. (321) 710-3377 (407) 661-1917 s1�1s@aIpIn0tvi.,om R.,fi 2020 Commerdal Concroto Productalm� calogory-. Structural Components UbCahsgory: Products Introduced as a Result of Robert 4301HO Uamitol A. Greenberg John Hay 1W6M20 12MGM23 12(2292020 ding FBG Appr. (61 5) 65D-S707 PE-34245 052) 588-531 I pesgedo,@y.h-.c.m = FRO rHVHZ jurisdiction.. Compliance Method: Evaluation Report from a moom CornpIlart-frothod; E,rlusu,on Report from . Product rvaluall.. EntitV N-T-h-loir, Conmilance Method: Evaluation Reportfroma _0 Florida Registered Architect or . 1-10-sad Florida Profess,ional Engineer FLA1259,R7 Preducte 1 I I Fiord. R.ghsbsrsdA,dhR.pt Licensed Florida, Pr.f-li-al Engineer 0 PILM 700413 Frollucts I I I Quality Asi-2nao Appremadforthe, App,.-difortise, I.Pw Damon " Quality Assu ratios Approvedfortnise, Approwedf-Use Impact Deelaut see 9 Produa MOOL will or NAM Produet Dwrl;>Il.n Cwtuot exintration allut In HVHZ outside HVHZ Resistant Prereall fLIR17,74141ni Products S.q 0 Prod Jot Model, Num bar or Nam a Product Descriptim Contract Explirstion Qats in HVHZ Cuts' sets HVHZ Resistant Prassura 1 ITW BCG]Aipl.. High- strength W &-P: 8) Metal Connector plot. 12J31/2024 Yes yes MIA NA Quality As-ligual Appr-ad far ills, Anerasned for U, Impact DRAM 0- I 24ga Galvanized Steel Stoma Panels 24ge Garvanized Steel Storm Panels 12131QG22 Yes Yes Yes NIA 2 ITW BCGIA01fte Hinge Plate Metal Connector plaue I nV2024 Yes Yes WA MIA $ 0 ProdW Mod#], Numb" or Mains, Product litescription cortmet Expiration Date In HVHZ Outside R.Shunant Pleasure < 3 ITW BCrIAJplw 7rulox Metal Cortrector Plate 1 2f3l/2024 Y" Yes N/A NIA I Quality Precast or Commercial Concrete Products Pracaet and P ... Inissod CmQnpt� Unt.le 05125�2024 No Yes N (A N)A 4 ITW BOGIZA01r. Wave Metal Connector Rate 121SI12024 Yes Yes N/A NJA (D U) I a CV 0 co =) < 0- Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 or 2 3a'023 Flo rida Do pa rtment of Business & Professions I Re gu lis tion Building Codes and Standards page I et I sm,law Florida Department of Business & Professional Regulation Building Codes and Standards Pagel 92 9rF2021 -0 is— ProdUCtApploval Application Detail Product Approval Application Detail Product Approval Application Detail 0 I " M - - - , I I - -, - ---� .. -,"'� -, ' --� " - I g --g-g-moug - 'p, - I 6"-g, M��'M ,� m, - gm my-, gg E !- ��o, 7M", 7,- �. , � I ,P;, ,�,:,.-,,r..'g- � _ ��'j I - - _ , F _ , -.0, - _ a go §� - ON X1 1111 _� � _ 0 oil � I , ,T� F - � , 2 � g�,� � 4 1� , z. I IN= , lS OW - - tv-11 M, I i ral -90 MAIRAt'2fif " � � 7 I _ 41 "WE 'M - R , I I 0 - RE = � ' I I I , I � I I = 4. = — W �-�'� MOM 9i I801-0, � - affil- MIMMENWIN W Cod. , - - ___� _ _ , - - - — ___ _ _, � _ IN - E.11h, or 2dE Dag. _ � , - 1- I - 11- I - - case Pending - _0 Died, _� ' r ,�, ends Entit, or Date Date load, Pending Dat. code Entity 2212- Data Ideas Pencilling Qualle " C IVP- version M.n.f.tu- Cwtact !.qW.ar A, LI validated my validated Submitted PffCAppl App.d S!At- T_- VorsWn Manufacturer Q.1tst., Emer., & LJ_ Validated 15Y Validated SLdarril"d loc A-ro,al A-d status T var.i. mpowl.d., Contact linglim,-& Licents, Validated W Validated S,b,ffi,d FDC A-ro,a] A,d strallue 2i C R.As- 2020 Miltsk I- Cad.goiy: Sinusetur.1 C.mp-&nt, Erin W.U.n ICC Ev.1u.fi- S-i- LLC ICC �u.h.n Serulo., OUDGM23 ;952) 898-8635 LLC. l2r20/2022 DiM312023 ApPc1 Revision 2D20 Wab.m.r C,ategay, Str.pt�nsl C.miponere R.b 9.1�n ICC Evaluahon Service, LLC lan Lem., P.E. OZ02/20211 WIIU2020 (253) 924-6476 i6ptj 839-3288 02JO312021 Apprd! Affirmation 2020 Althat Aurrinum, Inc. Category: Panel wall, Jose 80va Luis R. Lomas Gl�c M. urtch. PIL Iltla/202D 11116,2020 (4071509-20015 PE-52514 (Tin 317-8454 11/20=0 Appd < (D S.bCa1,g.n, T Plates evaldemorni.com (205) 5N-900 $ubCatagerf, Engi-ened Lumbar Compliance Method: Btaushen Report from R.barL6.1di .... loo. StubC.Inagary: Spirits aspre.1-Inumi-Q-1m. Z Compilence Method: Evaluoulm Report fr.. a Product Evaluation Erin a Pnoducl E,alualton Entity C..p4lanoo Method; Evaluation Report Irm a Florida R6glatered Architect or a Licensed Florida O�COm Z __j F1.021117-11110 Products I I'll-MOVAIll Proultuds I I I I I I- I I 1, Professiolel Engineer I - I , I I < 81-A Pr,,1,ot Model. Niumbe-, Nems Qualih, A,e-,i,, A,r,,d for Us, HVHZ Aporavad for Us, kr..t 11gsi- Press— AMA Product Model. 1,11.1,11b.14surne Quality Aseuranos Appre,aid for Use Appro,d Product Discriplyn contract Explinsfican Data in HVHZ to, Us, Outside HVH lm"Qt offlaft Resistant Press— I rL#4oA4qR5 hoducts I I I I I I � I 11 I I I I I I I � I I 1, I � I I _j Product Degerl.nan Cowed Iii.,inal Delta in 0,Aeld, HVH Resistant I Hlorali.m LVL L.-rat.ol V .... r Lumber 33�3112023 No Y. N/A MIA Quality Assurance Approved for U so Appr.,d for Use Impact Dealan 0_ I M15AHS le ga. high strength Imes; connector plate i2,11,2024 yes Yes NIA MIA I P11.. PSIL "1120 Parallel Strand Lumber 2S N'. Ya's N/A WA S_# Prodigal Model- Number X Nam P,,d,t 0,-,I,t)- C-oact Emirallort Deg In IfvHZ Outside HVHZ fisish,mro Pressure 2 MISSH5 18 ga� super high strength tru� connector plate 12J31,2024 Yes . Yes MIA NA 1 71moorStrand LSL Laminated Strand Lumt,ar 0313 12023 M Y. . MIA MIA 1 A4)haAJu.I%m$dId gamp�VerociftminumS.11111 Alpha Aluminum, .SDIld 4aurnp: Vented Aluminum 0713OP2023 No Y- No N/A I I 4 Mil in MT18HS 16 g" tma, corus'!" Plate 17nlot024 18 ga. high strength truss connector plate l2i3lf2024 Yes Yes Yes yes NfA MIA NJA MIA 4 TJ RIM Board Structurol Composite Lumber or Oriented Smmd QW31,7023 No board Rim Board Yes WA MIA CMU & W.pd Soffiv Cmu Ump; Wood SHEET NO. 5 M7201-1a 2C ge. high strength hr corm,plor plate 12/31=24 Yes Y. MIA NJA 5 Wsy.rh.eu.rRumBd Ononled tamr,d Bea� Rim Board 0213IM23 N. Yes MIA lick 6 7 TLIS MT18 TI-20, MT20 isge.t....nontcepi.t. l2i3V2024 20 @a t..s corm.poe p.tss Il!J3V2024 Yes Yes yes Yes NfA MIA NJA MIA 1 1 March 6, 2023 PA 1.1 1 — _w - — : - — — — - - - __ __ — — — __ — - I I I It -IF-T-,i ,� I _,_� T---,-,-,T 1, -ill Y, -.,i _f_FF1__ffV1FT_.1ll � 1. 11 _1_T_T__ff___T_1 H ___ -1 � I 11 I I I it 11 I "I I I I I __ — --- . __ I ; I I I I '. � I I I , I . I �11 I I 1. I - +r N Florida Deparonert of Business & Professional Regulation Pope 1 t 2 Florida Deparment of Business & professional Regulation Peas 1 of 1 Florida Deparment of Business & Professional Regulation Posit all Rodda Department of Business & Professional Regulation Pop I of 1 'r— Building Codes and Standards era xodx Building Codes and Standards a tones Building Codes and Standards etiaso22 Building codes and Slandwds ana2azx (U Tit Product Approval Application Detain Product Approval Application Dates ProdUCtApprpvAl Application Detail Pro" Approval Application Dataa n O L L v .. .. .._ .f� wY, �.1vY.�,i..._ u`k'{°i:u al.. Aa �?YIr�' . .. . s.. _z.. u .. _ _. .. rr.' .. Oab plod 4OW TM 096 Vgr0100 Msnu601uror eadw er 4tls Gwid Enanaef Liars VslidnW Hr wildHld Shot iaa Pena" FRCAppo l gas AUA Sara Type Cod. *ran 1Wev%y1unr to0b, or PAR Pik coCralso! EnalewllLife" Vslitftw Hv Vulidlad. subvitto Dab Panel OAR FBCAneswal ApowAd IGod. TMA Yew Abu Menu6oturar CnBb, 04,411tl Enalh"Itieami Vol~ Br Ask li4 Doi. :aNwtw Nip FBCAnan" Approved MINE f9at KaULr or 2ok -00 [mte wudinn RAE AM Wroloe Mamillawror *on* eminew&llop WIIddW Hy VaOdatad solawtupd FHCAaerovai Anrso el a�nr (7d -0 no4d Atlnmafcn 2020 Pella porporAlon Csapery-Wlntlalwa Joe Hoyden Sand) Window and Dom James L BU6krwr, P.E. 07114UC20 Robinson MenuioCtUgrAa600iotlma IWUCIt Englnesdrg 07y1402020 0741O12020 Approved Af rmatbn 20T0 Peas corporaypn 0"ory.. Wndows Joe Hoyden Swell Wlndowend Doer T.E. Lunn, PE, LLC OT 14I2020 07114120M Robkrson Manubas+rerAssoolotbn (mi)6264455 Or/2RIR020 Approved Atirm rtion 20M Polio Corporation opleaarr.. Windows Joe Hoyden 9aMl Window ark[Door Robinson a amula"ferAssdolailon James L Budlubr, P-E. a CBUCk Engineering OZM412020 07714QORC W120(2120 APpfwOd Al irmatlen 2(tM Pals corporal Joe Hoyden $"I ftmenSehonrer T.E. W nn, PE, LLC 0711402020. 07114r2020 0T,122=0 Approved eaMsorr. Khoo" RPbinsen PE-44135 (561)a18-045a }a (�' �Uf�♦� � ♦ 1 subekeg" ry: Single Hung P411811-8098 (5mi)4114927 aubcmmerlr Single Hill® (641)Rl4NM aubeabaarrt:. Faced M41)sm4ga (581)4al492T aubeokoll Flood (6411821-M -6-, �••/ �'r� •�n compasses MstbW: CerNON$on Mark or Listing. Pe118P 141A)"PIDWIGPe ran lionoo Mdhod: Lela is alon Mork or Listing paaaproduck"proval 1ps Canplisoes Marhd: r0ertlaoaaon Mani w USM+g Ib.eom compliance M4tbw: Evaluation Report from a pelleproduotePPwelope PondaR v IhLmm Ib.mm g*omdAmhlteotwoLbm=WFlorida Ila.anm Probaelonel Enpmoer ..FLIMBen4t4 Presents _ FaISMst2 PaeAram _ - O O L— ila Palled YddM a6a VNama iLedlb Aaaalee Apaarod tar Use 4 Pmd"Daedtlaa Car "E:ehatbn Dees In mma Ouside HVH2 logo( aywnl Be on hale! �E Pred dack".Namlow erNw" ILMIID[2tlMnY Ae.. all Fora., Aaa�W Produd DeraeHm Contrast Exei,10160 Dees inHVN2 OufiW Per ude HVNE lmmo assistant Ada9 awl Phut No". Nmy" ofName Produes0.rdatkn A Ceonaslagormian One A,—Idf i er U- IVX Ap�&Lilas snide WK kwmd �pj 2190 Pleased,Omer - Ass Aewwee OW Use 0.ewoad far Use I�gr D� O O S >ri � 5 1 Awl Predaaet Yedsl.NunMr Nana Prod"G.4riot n Contrast EFaaslbn 006 In liva ouNYe eflMZ Rawsm, PMWM 0 r a 1 2 Soles 10120 High Performarge Single 14UN Mrpd Sag* Hung Wlndmv(47 x72') Wf1712CI27 Ner Yin Me +eldw 1 Peas lO Serbs Single Hung Window W. aP Mryl N..ftpaat Shoe Hung Widow 022=1 No Yes No +40-0 2 40,1e1040 Swiss lam Morn 0od Wnobw(W X 78') Mnyla mfi&=2 07(1512022 Me Pao Yin Yes Pia No +207.25 +2a-25 or 1 NIA1 Y. Yes No ^ O LL- Sea 10120 High Prfarma enxi Single Hung r Vdwt High h PorlormSingle Hung Twin 06nt12027 No yes No +50r,50 2 P6as 10 sari" efto Hung vAndow SCx90' Will NorMmpect SIVe Hung Window 07o0 2022 No Yes Fie +4wsS 3 e sadMdOw(10f'x54') NO Yea No 112'Fe Fixed Windae w2=131 10 BVbs Flange Fdrd 10 Sara nrp Y.- •� d�f� � � `6� `v 3 Serlce1012081rgleNung Conpoalb VX x 6}1 n') Val 8kgle Hung Trips Co+posits(IOry 77) 06 IM027 No Yes Me +401-40 3 4 Pella 10 Sarin Single Nung Wrdw Pena lO Window 54' xor vkv Nan-Inped Single H r,9 YAW. OFiC9i2022 No 48-x 78' vinyl NoMmpaoi Hung Wallow UTMW20T2 No Yes Yd No No +50)Lw +es"W Sena 10720 NrOd Fixed W rAbw (M"x 67) 071562022 +60ILM O Cv �j Seres Olnole Fong Slagle �: //� O 4 Bala 1Dr20 Slagle Nueg Vluyl Uingle Hunp TrlplaCpnppsa'a (109'a55.5'} 08aWC27 No yes No +3a-35 S Padp 1080%a angle NUng Wlnddlr Wwndoly 35r`x41Mhyl Nerimpool Single Hung Window 0=212022 No Yea No +ege55 :: .... v� � OL 5 Sense 10n0 Single -Hung VW BIMID H09111an CpmPOaa(BS.5' x ag:n 0BI13OC27 No Yes No +319-35 6 Pau lO SerIM Bury Hung 3W.IT MnYl Nonlmeeol SMgio Nunn Wdtlw 0rr"M 22 No Yes No +BOg80 QuallorAnnarkids Aaera al far Lich Aarped far Use boo g�lgp (��' � L 6 Sala10f208hg*Hung Wly18ingle Huns lioln Composes(72'x 5W) WI1e12027 No Yes No +SSI-ge T Peas 10 Serbs Single HUMS Whepr 52-18'%SO'VInyINM-Impaal $Inpb HUNO Window 1D0712023 No Yes Ns +001-60 Awl Pmdd Med•I.MunbworNrr Pmdud D•sodniar CaunnoeSanmtbn Der in Will Gu ids HVN2 y� �✓ /"1 i� 7 a Sams 100 Single Hung 8WIes 1W2p HUrg Vbyl SYpls Hung Tlps Compass (16a`x5g5 057160027 Vinryl ebgle Hump Winder 0W17f2027 No No YM Yes No Pb +8WS5 +Wv a4HRas34O Proamd .. 1' SMe 10120 Vbyl seed Wrdw (W X78') 07(1512024 No Va No +26145 �� '1 O Blrlple (48'x72`) ... , 2 series lam 1MM0xedWMwltW'x64`1 DT715n024 No Yin No +RSV•25 S 10 Sines IM Silgle Nunn Vinyl Single HUnp Wsdw (45'xg-172') 0&1312027 WHBn027 No No Yee Yes IW No +rya �(((ESpp� Aeerarad In ra S,gp J�pp{ IiallCa 3 Sines 1012p NIwI.FIupd Wlrgdw (Sp'x50') 0771572024 No Yes No +SW.90. �r �t/y� ,✓,/ SMea 10M10 Single Hung YWA Bungle Hump Window 13WX 5g11w) +SN-35 Proded Yedyf. Nyobr of Name, Predutied..udnim Centeat6xnimpan 0`ar In gym OaNaYe H4pZ ftulPW -i..i .r_�• 11 12 8w1o10M20811g1e Hung Sam610r2gshiiIs Hung Mra4 Bung le Hung Windoo, W x W) OW1712M Mmyl Oft ls Hung Window (W x 72') WIV2027 No No Yw. Yes No No .3"%ollbot +3W35 1 Palo 10 WIN Single Hung Wlndw SW xSM Mnyl Noo-lmpaal Single Hung WRWM (1612W2023 No Yes No +40,L40 13 Sams 19M20 Single Hung Mmy181rgle Hung Win Composite SD.T) 06f23=7 No Yea No +36hi6 2 Peal 10 Swiss Single Hung Wndow 84'x80' Vinyl Nowimpact$Nis Hung Wndow W0DW2R3 No. Ya. N1 +45yde 14 15 15 eams10208ingle Hure gala 10120 %rg* Hung awl-1W2081rg1e Hurg Mny! 9agls Hung IWIn Composite (00.8'x53-5' 0010027 tarry! Sing Is Nung 7rin Conyosdb (GOV x,72`) W717M2027 Wry! alrgle Hytg7win COmpoelts(72' x rt) 08%2027 No No No Yes Yes Yes No FW No +36'-35 +3" +40140 3 4 a PNio 10 solve Single Nang Wlndw Pass 10 evW2 Single Hung Whew Pala 10 Series Single Hung Wlndw 54"gor Vinyl Nan-InpWt single Fling Window 000"023 No 35's Sr Vinyl N004MPRM 811 Hung Window 06*20023 No 82AW x or Mrto Non -Impact Single Hung WindoF 101170023 No Yes Ya Yes No NO Fla +5W.50 +VO w +ecs 0 1r SarlesIMOSngle Nurg Vinyl Fixed With Single HUM Fankere(103 x 72y 10O042021 No Yes Me +3c6m FWn1T64.R73Prdsed - godhAoLoMM Agsocdc ire us. Aeend-d Ar Ude law 2990 $gg needed MddlIunber at Naar plad"OseedniM C6nnaig"irstien0sts I," outside NVfQ garnet Pryers 1 150 Series OrTher"ftr w Ennompose or AVW1d High Pmio.w,w Single Hung Mryl Hugh Penormanoe Singia Hung(47 x 7r) 0611R2027 No Yin Ne +saLw 2 1 M Sena owThaneararw Errmmpais wAYarld high Myl HIM Performance BlmM Hung Twln 054112017 No Yes No +50ti-w PMormsnos Sag1s Hung Compald (n x 65-1 W) 8 150 Sales arThermaWrar Ereampoes or Avg" Single Vinyl Slag* Hung Trlpls Compaae('10a' x72-) (SOWC127 No Yes. No +4040 Hug 4 1SO Series orThermsear or Enmmpaa or Award Since varA Sege Hung Tripe C (voole(10W xas:s') 0 =2027 No Yxe No +3" Hung Florida Department of Business & Professional Regulation Pope l it Ronde DepgrUnentat Bustness & Professional Regulation Pop+ t1 Rodda Department of Business & Professional Regulation Pea• 1612 Building Codes end 3k+nriarde g enar2axx Building Codes and Standards eno7JmT Building Codes and Standards enw2m Product Approval Application Detail Product Apprarsl Application Detall Product Approval Application Detail __ 5.�. `� _ P.. _ �� ,. _ .. .C' .„rc`�a..fvF"",.� ��.� f.'•5,��.a'i�'.3,�. F ..s' ...ry � - � _ _. -� _.,. _� �.� _ � .:. _ .. -_ Cob Ohio pZr 09, Pondua go codo r�OLar DAIR DW Qly Pausing Peso C-50 Solver Bak Dow ode Paeans Qyy TM Weolon Msnw".me Cod" Endrsrl Liaees Va14UW HY VNidsbd 4.4~d FHCADWOM Ae rpm Idea- Mae yaw" lift.."unit *.*hod Eminent liaw WIYoaW Br Wlldard a. FHCAeerovN Spam", aum Timis than 1114r6olurer GeMg Wearer lasses Willow HY Waited FHCAe614vsl AODWAd Afirmatlon 2UM Page Corporation Joe Hoyden Sonell wrrdw end Door Jame. L Buckner, P-E. a 071f4f2020 0711412020 07=2029 Approved ANmatlon 20'A Polio Corporation Joe Hayden Sandi afro- W. Schal P.E. T.E. Wnn, PE, LLC 07R412p20 0W1,11 020 07n0n020 APpmdsd Ar ft. mm Patio CorporoUoll Joe Hoyden 8"1 Whgowend Doan Jemss L audmer, P.E. G 07114120M 0711412020 0712MO20 Approve OvIss4ry. Windows Roweem ManuioWwAsawipika CBUCKEnglnenlrg cowsoy. Wiled" Robinson PE44135 (eUl)6285455 00nes rye Exterior Dome Robinson M9mubaa+erAsprx:b6pn C BUCJ4 EngineMng aabcuivaav: HpemrMiSlIder (641)02140W (581)4tlAw "bCalmary. HerbaredSlider (611)ml-um aubCoiogaryr, Slhgng Eiomort)=Asmmbaa M41)R13W6 (681)4914927 compliance MWmWz C,er6aatbn Merle or Listing Wepnndugepprowlape C"Plisaa slesgmd: Evaluation Reppr.Troma p0nixoduntaeproYel®Pe Omplose Kdfmd: C AMamilon Mark or Usting PNlaproduefasp-ROPn Ilemm Flolda Reg lowed MOhliector a IJ0ensed:Flollo9 141 Ila:ppm -PLa11161A7'Prnduer. Prp/amlanel Engines - 4a 1j' Pm1irW _. ' Muwrd far Uda Aearewd b Des (dg1Gt g�gg FDMRe11:R4PIdate -• ....-'--'-r—�— gjMg�Batgmpa AetaYed M Dae Aaa[Hgtlrfar .Use Ilea1CS 1�90 Ata,E Pradesh Model. Number Valdese Cantrost Eyebatbn Oar in HVH1 CUMidi Wit Regional Proseeks, Qw%fAasflra Aedvwed low Us. Approved for Use 1 DOWN. �ygg PradM Model. guwbar of Hams Prods" DiNinflati in NYR oulawk 1E Mgt 1 8WIes 1=0 S0din Winldowroduct g w54Slbbg Wlndw (OX Or 7a7, 78-tj7'x69') 00127ITR3 N6 Ya Naalp +30F3p ��a Made], Nunbar m Noma PodaHDeftliod Colewt emowmbn Dad In HVH Outside HVNZ � 1 $Me}1d20IT881YIngaluas 0o0r Mnpd 244na1 Y7X•Sllehq Gbaa D}or i9S x96'} 11f8p121M1 - No Yes. No +R5'-25 2 Sala 102081Idom SMndow Vinyl Sliding lMndoue(Oxor X0, 73412, W) 08M&2023 NO Yes No +3&-35. 1 SardelOSIong Window BernWill lO ill FWl9416 Sliding WI had". wrmoal No Yes No NIA 2 Series 1Q20125 eking Olaes Door VW Single PWnal Fixed'0' Door(Sy/Blae, 34.1a1a' W72661022 No Yes No +3W35_ 3 Sala1W20811dImg Windom Mr04 OWN VArdow(XCX, 198'x 601 00127=3 No Yes No +3cW xa1-a77) 4 Sines 10120 siding Window Vinyl Sadbrg Window(XOX, 108-x Of') WI274023 No Yes. Me +3a-w 3 Sark. 10.2pr28&NlngOlas over VW 24101*1-Qr eldsq Glsa Deer M x 62') 10MSnp21 No Yes Ns +W-35 4 $ala 10=0 Sid Dom Miy19Ingle PMel Fired 10' Door (Sidette. 47.101 I1312=122 No Yes No +2N-26 85.1M2') - -. OwSeyAaursnoo A ors ell far Use, _.. Mora W for Ua Greg DDW- Onea Pressed MMal. 11"ber,Name P"WWJomrlauen Ceskrsrk Eaeirnien Deb in HVH2 OudMs HVKZ notiouni t'�i 1 Sala 16D or Erwmpms orAVW4 SIWag Obss Dom Vby4244N+e1'OVeking Dias D0w(9flir x W12412031 No Yo Ne +25n-25 8}1IR') 2 Serbs 1513 or Ermmpasn orMatd8lldig Glass Door Melly! Slrgle Pan si fixed 'O' Dom (SYsla, 35-1 W . 0211WO32 No Yes No +48-10 91.1n� 8 Seise 130 a Encompass, wAwt Bllargc1sw Door 'Any!241snal'0X'SlWL-4 Gle- Door :(77 x 87) ORSn022 No Yes Me +W35 4 eMes 100 or Eroompaso orlab" Shell g Gl ssDoor Virryl elrgle Penal Fhmd,O' IMm (SHe1a447-W X =161=2 No Yes No +Z51.25 Cn FtJN M*14 PmA,*m ':'a r00119, Am Aawavad fooUsa Maenad Far Ua ism ROO IC= n3 ;Spa,a Praded Yodel. Nisnba atNrae P unckawatlan Ceatran6nekeebn Ooto in" Oulawo likablegj lokwo, 1 Series 180 of Eroompepa orAvan5 SlIdN Ohm Door Mrry1246mal-GX- Sidne Gaw Door(56172' x Wf24f2031 Me Yes No +25A-23 LJ.7 ao-ir2� C" 2 SM. 19D.er F. MI seek crowd Sliomg Ohm Door Vinyl Bung In Panel Fixed-' Door(SWallhe, 30=12'x MMGM2062 No Ym No +4W40 3 Since 150 w Encompass orManBSllding Glass vow 81,112-) Viryl2rPsnsl'O1('BIIDlrg Otiass Opor(7.2x82•) 00o4nW2 No Yes No +Bata i P•� C�J CIO 4 8wftlMwErsompmawAmnti BllWrg.Gl=Daw viryl Single Pa11al Flmd M" Dow(SMOIIb,47.1rex O2MR2W2 No Yes No +r4m -cc O LL. SC OV12') Q � � %g CZ to to CV fZ .0 /33 � U va Os d .t J 3 0 tSv W O CE •iS N "O C r ro O d 1,J y.. zCn Cn ICU o L CL O Q C-) L V m O L CC W a � ZJ z Q J a SHEET N0, March 6, 2023 PA 1 2 ■ N Cn -Cu O U > FFE-,, N L N O,. = O r _ Simpson Strong Tie 202U FBC Approved Products For direct links to all SST approvals listed belay, CLICK HERE- Updated 1zrfof2ozD P _ Simpson Strong Tie 202U FBC Approved Products •,F« direct links to all SST approvals listed belovd,CLIP HERE: UUatedt ,b1200. P zra z • � - - Simpson Strong Tie 20243`FBG Approved Products For direct Inks to all SST approvals listed below+; CLICK H . "e 120f2D20 lldat d f3 p _ r _ " im Son t TIe 242Q FBC Approved Products S p S rang App e F« direct links to all SST approvals fisted below, CLICK HER; r d 12. 2D Updated J30120 p_. � O L .. ,, : "s additional tnram lion re ardrn laid s St de. a h d t g g F e atewf .Product Approv I System end Miami -Da a Conn t t A y Notice a AAcep ancafNrO )� ; F atl luonal imamaticnr ar m Flail s. at wide Pradu. i" royal.- em ntl MiamiDade Count: - or d e9 d9 a Ste cAPP Syst a y L uK E'!?E Natiee a Aco6 lane NGl C. 1 N p e (:J, a: FI" id s eMe. r to oal.� [e n amr Da Coun F« dkiona in amation. r ardia a a[ w P rhrc [ v S m a tl M1M de ad I i 9St 4 eg g pP YstC CLI^,,.KN E Notice orACCe tan : S7A Ea ce N P (J P m d I -Da Conn Fa additional inramatonr dill Fl i s.Statewide roductA royal& to an IN m. d n ado e e99 pp ys Not ce of Acca c D74J C C N RE. i t an a , (A)Fa fY �a R FL#10448-R1i FL#itk156-R 11 HUS HUSC series hangers Face -mount hangers available in widthstangingfrom 1-518" to 3•#2355-R7 9116" and heights ranging from 4.5116''to 11" Concealed flange a) (� Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sec # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or O O _ L 1 Titan Stainless Steel Concrete & Mason Screw Masonry (ITN -SS) 114 diameter Titan stainless steel masonry 1 A21 A23, A33,. A34 A35, A44 Angles 1 ET, BTB, BTH BrlckTies greater than 3-9116". O L O 2 APA21, APA4 APAB APVA21 APVA4, APVA6 Outdoor Accents Angles 2 OMSTI2, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718' to 3- Q c � 3 AP844 APB44R APVB66; APB68R, APB88, APB58R APB1010 APB'101OR. APV644, Outdoor; Accents Post Bases 3 CS14, CS16, CSIB CS20, CS22 Coiled Straps 516 and heights ranging from9-114'to 16'. 0 .O LL_ _ FL#9589-R6 APVB44R, APVB66 APVB66R APVB83 APVB88R, APVB1O10, APVB1'01 OR 4 CSHPI8,CSHR20 Coiled Straps 13 LGUS.25-808, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers CU 4- M 4 APDJT2 4 APDJT2R-4; APDJT2 6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-5, Outdoor Accents. Deck Joist Ties 6 CTS218 Compression/Tension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers C/) 0 > Sea # Product: Model. Number or Name Product Description APVDJT2R-6, 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z LUC2102 Face -mount hangers , Q L 1 SDI 0112DBB r+ Accents in Outdoor A den Connector 5 A HH4 AP A H610, APHH 1OR P 6, HH46R, PH 6 Outdoor Accents Heavy Hanger y g 7 H9 H10A H2;5A H8 H6 H7Z H16. H165 H16-2 H16-28 , , HurncaneTies 16 LUS series hangers 9 Face -mount hangers available m widths ranging from i-9116" to 4- g 9 9 U) � L 2 809112, SD9212, 8D14112, SD10212 Strong -Drive SD Connector Screw S APL4 API-6, APT4, APT6, APVL4, APVLfi, APVT4 APVTS Outdoor Aceents L and T Beam -to Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8"and heights ranging from 3" to 10-15116". 3 SD9112S5 9D9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, M01-15.50-SDS, MGU5.62-SOS, MGU7.00-SDS Face -mount hangers 4 r SDCF22434 SDCF22a12. SDCF2261 d; SDCF22700 SDGF22858, SDCF221014, ... Strong -Dove SDCP Timber-GF Screw 8 BVLZ Brick Veneer Ledger Connector 1D -• _� � 1•iSS2 SD51.5, HSS2 2 SDS3, HSS2 3 SDS3, HSS4 SDS3 Heavy Stud Shoe 1S MlU series - .. r- n r available r width ranging 1-91 6 to � Face mow t hangers le n s from 1 SDCF221134, SDCF221334, SDCF271958SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS HST6 Straight Straps 118" and heights ranging from 6 15116" to 19 112". 5 SDCP22434-SDC 22512. S CP22 14 SDCP22700 SD 228r8 SDC 912 Strong -Drive imber.CIP Screw P D 6 CP a. P22 g T Sc 10 CJT3 CJT4Z- CJTS CJT6Z Concealed Joist Ties Z, Z, 12 HTS16, HTS20, HTS24, HT828 HTS30, HTS3CC Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers SDOP221100, SDCP221134, SDGP271400 11 DJT14 Deck Joist Tie 13 HTS0I6KTZ,. HTSQ20KT"Z Heavy Twist Strap. 20 SUR, SUL. SURC, SULC.series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614; SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118"to 3-qf18"and heights ranging from 3 1118" to 13-314". 7 SD525112SD525134,SDS25200,SDS25212;SDS25300;SD525312,SDS25412. Strong -Drive SOS Heavy -Duty- Connector Screw 13 FC4.FC6 Framing Clips 15 LSTA9LSTA12LSTA15,LSTA18,L5TA21,LSTA24,:LSTA30,LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed.; 8 SDS25112SS, SDS252DOSS, SOS25212SS, SDS2530OSS::SDS25312SS Strong -Drive SDS Heavy -Duty: Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging:. 21 U series hangers Face -mount harigers available in widths,rangmg from 1 9N6"te 9 SDWF2716 SDWF2720, SDWF2724SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIGA-2, Hill OS, HI 4. HGA10 Hurricane Ties 18 LTS12 LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2.5/8" to 11.114", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 16 HH4; HH6 Header Hangers 20 MST27, MST37 MST48, MST60, MST72 Straight Straps FL#10007-R6. 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9; MSTA12, MSTA15 MSTA18, MSTA2I, MSTA24,: MSTASO, MSTA36; MSTA49 Straight Straps FLUIO667-R6. 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, NISTG66 MSTC7S Straight Straps Sea 9 Product Model, Number or'Name Product Description 21 LCE4 Post Cap 23 MS7C48B3, MSTC66B3 Pre -Bent Straps 4eu # Product Model, Numberor Name Product Description 1 ATR3l8, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in wMdths ranging from 1-9116"to 7- 2 ATUD5, ATUD6-2 ATUD9, ATUD9-2, ATL 3, ATUDi 4 ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSI6 MTS18, MTS20 M7S24C MTS3Q, MTS30C Medium Twist Strap 1/6' and heights ranging from 7.116" to 30". 3 ` - BP318-2, BP112, BP1/2 3, BP5/8-2, BP�18-3, BP314, Bl'3f4 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ; LSS,128RZ, LSSJ210LZ; LSSJ210RZ Field Adjustable Jack Hanger 26' NCA2x1012, NCA2x12 12, NCA2x8 16, NCA2K10 16, NCA2x1216 Bndging', 3' DGBF serves hangers g To flange hangers available in widths ranging from 3 018 to 7 p g g g g 4 CNW318, CNW112. CNW518, CNW3/4, CNW5/8-lf2, CNW314-518 Coupler Nuts 25 LSSRI 81, LSSR21 LSSR2 37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable SlcpeablelSkewable Hanger 27 RCW1312 RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24 % 5 CTUD55, CTUD65 CTUD66i CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 2$ RPS1$ RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.Al2" to 3- CTUD98, OTUD99 27 ML23Z, ML242, ML282; ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8' and heights ranging from 7 1/4" to 24". 6 N3. N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1 SP2, SP41 SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1 314`to 3- 7 RTUD3 RTUD3B, RTU04, RTUD4B, RTUD5. RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged: Roof Connector 31 SPH4, SPH6, SPH8 Heavy_Stud Plate Tie 518" and heights ranging from 9-114" to 24".. 8, TU TUD10 D9; - Take Up Device 30 LU26 MML 26.3 MLU128 M U28-2 MMLU210 MMLU1211 MMLUI39 MMLU1311 MM , U , M ML Face -Mount Hangers 9 32 SS1.5 S$2.3, 883, 884.5 Stud Shoe 5 EG5, EG7, EG9 series hangers 9 To flange hangers available in widths ranging from 5.114" to 8- p g 9 TUW38 Take Up Washer 31 RBC RBCP Roof Boundary Clips 33 Sig, S712 ST18, ST22,.ST292 ST2122, ST2115 ST2215, ST6215, ST6224 ST6236 Straight Straps. 7/8" and heights ranging from 11 'to 32-117, 10 URS3 3M",Uplift Rod Run Tiedown System 32 RST-3 RoofTie-Down 34 TB20TB27, T.B30, TB35, TB42 T84$ TB54, TB56; T860 Tension Bridging 6: EGO series: hangers- Top flange hangers available in widths ranging from 3-518'to 7- 11 URS4 1f2 Uplift Rod Run Tiedowri System 33 RTC227, RTC42, RTG2Z, RTC44 Rigid Tie Connectors 35 TWB104 TW612, TWB14 Wall Bracing V4"and heights ranging from 11 1r4"to $2" 12 URS5 5f8" Uplift Rod Run Tiedovm System 34 STG STCT, DTC, HTC4 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114' to 6 718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJ037 TJC57 Truss Jack Clips 37 WBi06 WB106C, WB126, WB126C WB143C Wall Bracing and heights ranging from 8-112 to 28": 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118' and heights ranging from 11'to:32". FL#10441-R8 FL#10531-R5 9" HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1f2" and heights ranging from S"to 30". Sea A Product Model. Number or Name Product Description Sea # Product Model, Numberor Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH2.37x5:5, OPH2.37x7,63 CBH2-37xg.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC1t7122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face-mount (OU, DHU) and'top-flange (DUCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, OSC2L-SDS3, OSCSR-SD83, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9116' and heights 7f8" and heights ranging from 7-112'to 32": 4 HDU2, HDU4, HDU5. HDU8, HDU11, HOU14 Hold-down :3 GBC: Gable Brace Connector ranging from9-IM" to23.1511.8": 12 HGLTV series hangers Top: flange hangers avoilabie;in yudths ranging from 3 114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1 81, HCP2, HCP4 Hip Corner Plate 3 HGU3 63-SDS HGU5;25•SOS HGUS 50•SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25, Face -mount hangers 118' and heights ranging from 14" to 33". LSTHDB,. LSTHD$RJ. - : .. Strap style hold doom 5 : - 4, C42- .' ' 71 8 44 HRC .2 /3` :: H C5.3713.12. HHRC2 2, HHRC_2, HHR 2. HHRC4_ . 1,. HHRQ , H 5. 5 .25. HR_ ,. Heavy Hi to Ridge Connectors y p g SOS, HGU9.00-SDS 13 HIT series hangers 9 Topflange hangers available in widths ranging from2-5116" to 3- 9 9 9 9 7 7 MASA MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1 al8" to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPA144 'Strap -style purlin anchor 6 HRC1 81, HRC32. Hip Ridge Connector 3f8 and heights ranging from 5 5116" to 12-718". 14 HUSTF series hangers Top flangelolst hangers available in widths ranging from 3118'"to 9 r. r PA18, PA23 PA28, PA3a, PA�1, PADS Strap style purlin 7 6 R 28.LRU20. 12 LRU2 , L, U 1 . LRU2 after Hanger R g 5 HHGU5.25SDS HHGU5a0-.SDS HHGU5.62-SDS HHGV7:00-SOS, � , Face-mounthangers 3-9116" and heights ranging from 53f8"to13118", 1D PAI18 PAI23, PA126 PAI35 Strap -style purlin anchor 8 LSU26 L5SU28 LSSU210 Light Slopeable/Skewabie: U Hanger' HHGU9 00 SDS 15 HUTF, HUCTF series; hangers Top flange hangers avaiiable in widths ranging from 1-9116"to 5- 11 STHD10 STHD1 ORJ Strap-styie hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46; HHUS48 HHUS41 D, HHUS5-50110 Face -mount hangers 112"and heights ranging from 3-7116' to 15' Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 13 TC24 TC26: TC28 Truss Clip HHUS7 25110 version (HUCTF)"available for all models having width equal to or 11 THA29, THA213, THA21 S, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426 THA422 2, THA426-2. 1/S` to 5.118" and heights ranging from 4-314" to 15 314". 18 HWP series hangers Top flange hangers available in widths ranging from 1 9116" to 7- 12 THAI1 81122, THAl2.06122, THAl2 1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hang er Sized for 1-Joists Concealed flange version (HSURC, HSULC) available for all 118' and heights ranging from 5.318" to 28". C= ` N e 13 THAL422 THAR422 Skewed Truss Hanger dauble:2X and dX models only acute flange s concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1 9/16" to 7- A 14 THJA26 LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU262', HTU28 2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-316" to 32": m W 15 THJM24-SDS3, THJM2-5-SDS3; THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC,series hangers Face -mount hangers available in widths ranging from 1-9116' to 7- 16 ITS series hangers Tap flange hangers available in widths ranging from 1-9116" c, 3- 01 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718'to 19.114" Concealed flange 518" and heights ranging from 9-V8" to 16' a "� 17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all molds having width equal or 19 JB series hangers Top flange hangers available in width of 1 9116" and heights d = U ewe 18 VTCR Valley Truss Clip greaterthan 2-9/16". ranging from5-ilia"to7.1t4". r a-% _ tint_ a_ 10 HUC01 8119-SDS HUGQi 8VII SDS HUCQ210-2-SDS, HUCO210-3-SDS HUCQ3I0- Face -mount hangers 20 J8A series hangers Top flange hangers available in width -of 1 9116" and heights in m C= SDS, HUC0410-SDS, HUC0412-SDS HUCQ5.2519-SDS, HUCQS 25111-SDS, HUCQ610- ranging from9-3118' to 13-118". incr � ra SDS, HUCQ612 SDS 'x a`roi e*r d d v I d d eo m t2 C,-a fiw • - Simpson Strong -Tie 2020 FBG Approved Products Updated 12 4f2020 Ada ed 13 - • _ Simpson Strong Tie 202Q FB;C Approved: Products Updated 12130l2020 • - _ Simpson Strong Tie 2020 FBC Approved Products. Updated 1213M O20 Ueda d 0/3 _ Simpson Strong -Tie 2024 FBC Approved Pro. u t5 Products . Updated l2/30f2020 p..,. , - For direct links to all SST approvals listed beloa�. CL1C HERpE.p K „ ... For direct Inks to all SST approvals listed below CLICK HERE. - , s Fa direct Inks to all SST approvals listed below,. CLLgE_H E. Fa direct Inks to all SST approvals listed belo;b+,"CLICK 1',ERE: _ For additional information regarding Florida s Statewide Product Approval System and Mami Dade County i s`K. Nonce of Acceptance (NOA), H R regarding F id Statewide Product r System i. e County " For additional information raga d rig la. as 5t taw Pr due. Approval ys am and Miami -Dad. ou ty Notice Acceptance No r' t K H a _ Ap p ( A} , 4� F additional Information regarding Fta d s Statewide da product Approval System an M nit Rade Count a s di opal i s One in a s a awl C APA ova d is 9 9 Ys i F Naive of Acca Lance N9 I H R Y P ( A} 0 - a P i mi a GOun ddtion information regarding asSt Statewide Product a System and Ma Fa a i al ma n r Flmd at tl Approval m Dad. e9 g PP ys. L G 7 KH E N G E8 . t oti a of ca Canoe NOA Y c Ac A { 7, 21 LB series hangers Top flange hangers available in Width of 1.9116' and heights FLi1114WRO 18 SILBVI.56, SILBVI.81, SILBV206, S(LBV2 37, SILBV2.56, SILBV2.68, SJLBV312, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5 318" to 15 118". S/LBV3.56, S1LBV3.62_ S1LBV406 SJLBV4,12, SILBV4.28, SILBV4.7,9 SILBV5S0 6 Strong-Bclt2 (STB2, STB2.4SS,.ST132-68S) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9M6" and heights Sea # Product Model, NumDer or Name Product Description 19 51TT20, SIDTT2Z, 5IHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3t16" to 13-1I8'S 1 HHUS2103 HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty ScrewAnchorforconcrete and masonry 23 LEG3, LEGS, LEG7series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4 SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718' and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HU00210 3 SDS, HUCQ310-SDS Joist Hanger 22 SSP DSP; T8P< Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEGS MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2 THGES THGBH2, THGBH3,THGBH4; Joist Hanger 23 STC OTC' Truss Clip Type 316 stainless steel 7/8' and heights ranging from 9" to 32-112". 5 THG02-SDS3, THGQ3 SDS4 5 THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RG THO50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers ` - Top flange hangers available m widths ranging from 1 9/16 ua5 6 - - - _' THGW3 3,THGW3 4, THGW4 3, THGW4 4 Joist Hanger 25 TJC37 k Connector Truss Jac e 9 Titan HD Threaded Rod Hanger HD525158RH THOB37158RFi: THD37212RH. T g (T Titan HOThreaded Rod Hangerforconcrete 118' and heights ranging from 9-114'to 24": THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in Width of 1 V16' and Heights 10 Wedge All (WA) Wedge -All Anchor for masonry (D ranging from 3-3I8" to 7-118". FL#11473-115 FL#13904-R5 27 RR Ridge rafter connector - 28 WP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- Sed # Product Model. Number or Name Product Description Sea # Product Model, Number:or Name Product Description FL#f6230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double' Embedded Truss Anchor 1 CCQM3 62-SDSHDG, CCQM4.62-S1DSHIDG, CGQMS 50-SDSHDG CCTQM3 62-SDSG, Masonry Pler Caps 2 FGTR, FGTRHL, FGTRFIR Girder Retrofit Anchor CCTQM4 62-8DSG CCTQMS,W-SDSG, CCCQM362 SDSG CCCQM462-SDSG, Sea If Product Model, Number or Name Product Desolation 3 H16, HISS, H16-2, H16-2S HurncaneTie C'CCQM5.5O_SDSG 1 AT XP AT-XP High -Strength Acrylic. Adhesive for concrete, or masonry FL#10860-R5 4 HETA12, HETA16, HErA24 HETA24; HETA40 Embedded Truss Anchor 2 ECCLQM3 62G-KT. ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry ECLRQMD3.62G-KT, 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECEGCLRQMD4.62G- 3 SET XP SET-XPHjgh-Strength Epoxy Adhesive for masonry J Sea # Product Model. Number or Name Product Description 6 HGAMID HM9 Masonry retrofit connectors KT, ECCLRQMDS 50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry } 1 2 ABA44, ABA44R, ABA46, ABA48R, ABA66 ABA66R r ABU44: ABU44R, ABUd6< ABU46R, ABUS•a, ABUa•6 ABU85, ABU66, ABU66R ABU88, Adjustable Post Base Adjustable Ppstf3ase 7 8' HHETA16;. HHETA20; HHETA24, HHETA40 - ' -, LGT2, LGT3 SDS2a, LGT4 SDS3 Heavy Embedded Truss Anchor GlyderTledavy-i 3 4 HGUMS 25, HGUM550, HGUM7,00, HGUM7 25. HGUM9:00 26 G 4 L 3 LGU ' LGU "2 0 2. LGUM26 2, LGUM 3 L UM26- . GUM28 2, LGUM28 M� 4, M 1 Heavy Masonry Hangers one. Beam Hangers Masonry g 5 6 Titan 2 (FiN2) Titan HD HD-H4SS THD H66S THD CS6SS � ) Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Dut 5crewAnchar for concrete available in 304 Y Y Q,% ABU88R, ABU1010 ABU1010R ABU1212, ASU121214 9 LTA2 Lateral Truss Anchor LGUM210-3,.LGUM210-4, LGUM46: LGUM48 LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ., ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Bare 16 META12, META1$, META18, META20, META24, META40 Embedded Truss Anchor r a 'r r r H' .r619.25 H 3r131125 MBHA3.12f9:2� MBHA3.12f11 25, MBHA3.o617.2.�, MB A3 � , MB A a 1 MBHA356/11' 88, MBHA3 56i14 MBHA3 56/16, MBHA3 56,118, MBHA5-50f7 25, Mason To Flange ry p g g 7 Titan Turbo countersunk head. Titan Turbo Screw Anchor for z r n 4 A04, A04R, ACE4, AC6, ACOR ACED Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) concrete or masonry V 5 Br-4, BC46, BC4R, BC6, BC6R. BC8, BCS2 214, BCS2 816 Post Cap 12 MTSM16, MTSM20, HT5M16, HTSM20 Twist Strap for Masonry MSHAS 50J9:25 MBHA5 5O111 25, MBHAS 50111 88, MBHA550/14 MBHA5 50115, 6 C644, CB48 GB48 C868, C868 Embedded Column Base MBHA550118 7 CBSQ44-51352, CBSQ4$-SDS2 CBSQ65-SDS2, CBSQSB-SD52, CBS088-5052 Embedded Column Base 6 MSHU3,56/9.26, MBHU3.56111 25 MBHU3.56111,88, MBHU3.56114; MBHU3.56/16, Masonry Beam Hangers FLiA16937-R3 `V > 8 CC, ECC, ECCU Series Bolted column caps with W1 rang ingfrom 3.1J4'tog-112"antl. FL#11496-R5 MBHU356118, MBHU5:5019,25, MBHU5.50111 25, MBHU5;50f11.88, MBHU550114, W2 ranging from 3.5f8' to 7-1/2"" MBHU5,50116, MSH05,50118 Sea X ,product Model, Number or Name Protluct Description O 9 CCQ-SDS2.5 ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.114 to 9-1J2" and p 9. 9 Sea # ,Product Model. Number or Name Product Description 1 X3461016-5K, X1S1016, X191016-4K, XQIS1018, X01 B1016.4K 410.16 Strong-DriveX Metal SeIP-Drilling, Tapping Screws with #3 W2 ranging from 3=5I8' to 7-112" 1 OTT1 Z Deck Tension Tie Drill Point 10 CPT44Z CPT66Z CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL4M3975-RB 2 XLQ114T1224, XLQ 1 14BI 224-2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EPS46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD313HD5B, HD75, HD96 HTTd HT75, HTT5-3i4 Bolted Holdowns Tension Ties Sep # Product Model. Number or Name Product Description 3 XMQi f 4S1224, XMQ114B1224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head *12-24 Strong Drive XM Medium -Head Metal Self -Drilling, O 13 L0844 LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTt31 Light Tension Ties 1 SDW22300 5DW223W, SDW22438, SDW22458. SOW22500SDW22600SDW22638. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW226S4 4 XQ114Si 224, XQ114B1224-2.5K: XI14S1224, XQ112SI224, X0112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point L }e U 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450;.SDWC15OD0 Strong -Drive SDWC TRUSS Screw 16 P644, PB44R, P846, P666, PB66R Embedded Post Base FL#13628-RS 3 SDWHI9300DB, SOWH19400OB SDWH19600DB, SDWH19800DB SDWHIOI0000B Strong-DriveSDWH TIMBER-HECScrew 5 XU3481016, XU34BI016-5K #10-18 Strong -Drive XU Metal Self -Drilling: Tapping Screws with 17 PBS44A, PBS46; P8866 Embedded Post Base 4 SDWH27400G SDWH275000 SOWH27800G, SDWH271000G SDWH2712DOG Strong -Drive SDWH TIMBER-HEXHDGScrew #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDW516312 SDWS16400 SDWS22000 Strong -Drive SDWSFRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC44-16, PC46-18, PC48-16, PC64-16, PC68-161'EPC44-16_ EPC46-16, EPC48-18, Post Cap 1 SB518x24SB718x24, S91X30 SB Anchor Boils 6 SDWS19600, SDWS19712, SDW822400SDWS22500SDW522512 -Drive (Intenor. EP084 16, EPC68-16 2 5ST816, SST820, SSTB24, SST828, SSTB34, SSTB36, SSTB16L, SST820L, $ST624L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, SDWS221100; SOWS221200 SDWS221500 FL#35320-RO L� 20 PO4Z, PC4RZ,PC6Z, PCBRZ, PC8Z, PCSRZ, EPC4Z EPG4RZ, EP06Z, EPC6RZ, EPC8Z, Postoap - SSTB28L 7 SDWS2230008 SDWS224OODBL SDWS22500D8. SDWS22600DB, SOWS228OODB, Strong -Drive SOWS TIMBER -Screw (Exterior Graie) EPC8RZ SDWS221000DB Sea # Product Model, Numbar or Name Product Description 21 PPB44-4Z;. PPB44-6Z Post Base 8 SDWS22312DBB, SOW8225120BB. Outdoor Accents Structural Wood Screw. I DSSCB43.5, DSSCB48, DSSC848, DSHS Bypass Framing Drift Strut Connector /71 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300S5 SDWS2740OSS, SDWS27500SS SDWS27600SS>SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5FC845 5, FC8475 FCB49 5 FCB411.5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SOWS2712005S 3, FPHSD34S1018, FPHSD3481015, FPHS03481015-5K, FPHSD3481214,. 410-16 and #12-14 Strong -Drive FPHSD Framing-ty -CFS Self - Sea # Product Model, Numberor Nam, Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34Bi214. FPHSD34BI214.5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12 CMST14, CMSTCI6 CS14, CS16, CS1S, CS20, CS22 Called Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2-25, LSFC4.25; LSFC6 25, SFC2,25, SFC4 25, SFC6.25 Steel Framing Con nectar 2 HRS6 HRS8; HRS12 FHA6, FHA9,.FHA112, FHA18, FHA24, FHA30, MSTI26 MST136, Straps 97 mil (12 ga) 6 LSSC425, LSSC6 25, SSC2 25,. SSC4,25 SSC6.25, MSSCZ26, MSSC4 25; MSSC6,25, Steel: Stud. Connectors Sea # Product Model. Number or Name Product Descriotion' MSTI48 MST160, MSTI72, SIMST27, SIMST37 SIMST48 MSSC4 25KW MSSC6.25KW 1. FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C HeavyTwtrst Straps FL#1.5363-R3 6 RCKW3, RCKW5,5, RCKW7 5 RCKW3S, RCKWS 5S Rigid Knee Wail Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA1;5, MSTA18; MSTA21, MSTA24 Straps43 mil (18 ga) 7 SCB43 5, SC645,5, 80647 5, SCB49 5, SCB411 5, MSC845.5, M8CB475 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410 6 GH410-8 GH66-6, GH66.8, GH68-6; GH68- Girder Hanger 5 LSTA9 LSTA12, LSTA15; LSTAiB, LSTA21. LSTA24, ST292, ST2122, ST2115 ST22"15 Straps 33 mil (20 ga) Sea if Product Model, Number or Name Product Desorption 8 - - _ : SCS32 5197 SCS62 5f97, SCS62 51118, SCS82 5M 18 s Framing Connector Bypass s ram n Gan n yp- , 9 8, GH61 D-6, GH610-8 6 LSUSH325 SUBH3 25, MSUSH3 25 Bridging' Connector 1 AS 16, AS ISS5 AS I8S6 IS ga. Truss Plates 9 SCW3 25 SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB58, GLB5C, GL651DGLB7A GLB7B; GLB7C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20115 20 ga High Strength Truss Plate 10 SJCB 25 SJC10.25, MSJCB 25. MSJG10.25 Steel Joist Connectors 5 GLBT512 GBLT612, GLBT516, G81,7616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12 LTS16; LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 S8133 516 XLSH34B1414 4 Bypass Framing Slide -Clip Strut Connector Self Tapping ICU 8 HGLBA, HGL86: HGLBG, NGLBD Heavy Glulam Bearing Plate 9 MSTA30MSTA36 ST6215, ST6224, ST9, ST12, ST18 ST22, MS7C28, MSTC40, MSTC52 Straps 54 mil (16iga) 4 ASHP o or Hinge f late C nnect 1 2 XLSH' $8 4 7 1 1 #14-14 Strong -Drive XLSHShouldered -Drilling, g g, ,Pp 9 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTSI2, MTS16, MTS18, MTS20: MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQiSIOI8, XQ1 51016-4K XQ1S1'2114 X01B1214-3,SK. XQ78S1224, X078BI224-3K, 410-16 #1214, and #12 24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56,-S/1211,81 S/B2,06, S162:37 S/BZ56, SIB2.68, SIB3.12, S/B3,56; 5163.62, SIB4:06; Top Flange Joist Hangers FL#15730-R4 X0114SI224; XQ114131224-2 5K; XQ112S1224, XQ112B1224-2K, X34131016-51K, XIS1016,X1B1016-4K,X181214,X181214.35K Tapping Screws ' Q ^W S164.12,SJB4.28,S1B4.75,S/B5.50 Z 13 S1BA212/8, SIBA2.12f10, SIBA2.12/12 SIBA2,12/14, SiBA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description SIBA4,18112;S/BA415114 1 ET -HP Adhesive Anchorfor concrete Z 14 S/H 1A Hurricane Tie 2 GAC GDP GDPM 50, GOPM-75 GDPM-100, GDPS, GW 50 GW 75, GW 100, GTH Gas=aatueted fasteners and assemblies Q 15 SIH08S,S/HD86, S/HD10S; SfHD10S, SIHOISS, SIHDI513 Holdowns 3 PDPA PDPA-K, PDPA-MG POPAT, PDPAT-K, PINW, PINWR PINWP-W POPAIWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SIHDV4, SIHDU6, SIHDU9, S/HDU11 Holdowne PDPAWL-MG, PSVL3, PSVL3 K, PCLDPA, PECLDPA PTRHA3, PTRHA4 17 SfJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 U) (D > MMMIAMI, XHAW-DAMCOUNTY' FRODUCTCOINTROLSEC-noN PGT Industries, Ine. PGT Indmtries, Ine 2 -1— _0 0 C�L 0 I INS sw 26 sz�� Pilom 703 _M -DECON INOTICE OF ACCEPTANCE: EVIDENCE SUBIA-UTTED NOTICEOY ACCEPTA1NC E: EVIDE?NCE SUBXHTTED CD CU -0 DEPARTME- ,_CToFRZG _4,TORYAN ObUC MA"AND CODE AJDXt0MTRAn0N1)rV1S10,N ES OLM) Miomi� Ploii& 33315-2474 TaW1315-25-00 FCW_315-25599 NO TICE OF ACCIEPTANICT: E%7[DE.NLCE SUB3MTED 4� a) 0 — (n -NOTICE OF ACCE-PTA-NCE (NOA) wwwnummad"ffw"� 1. Eiddence su bmitted, under preiious INTOA D. QUALITY ASSURANCE =3 CU -cu A. DRAWLNGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Resources aZER)- Q) -0 0 -0 PGTIndhmnies Inc 1070 Technology Drive, 1. Manrffhctur&s die drawings and sections. 5- Test report on 1) Air Infiltratim Test. per FBC, TAS 202-94 = 5 0 5_ 0 North Venice. FL 34,275 (Submitted under AWAX6. 11-0107.04) 2) Uniform Stal ic Air Pressure Test - per FB C, TAS 202 -94 E. XLkTER_LXL CERIMCATIONS. a CE SCOPE. 2- Dravving No. 3M�5570.0_ title�d Vin3d Sliding Glass Door NOA sheets 1 3) Water -Resistance Test, pu FBC. TAS 202-94. L Notice of Acceptance No. 15-0521814 issued toVis� ExmLsiou'Limited forth& = .0 M 5 — %.+- CU This NO-N is beingissuedunder the applicable rules andregalations gpvemin g the use The through 21 of 211, prepared by manufacturer, dated 10�054 51 with revision A dated 4) Large Missile Impact 2VI-94 Tea per FBC, TAS -XNTlike Rigid PVC Exterior Extrusions for Windows and Doors". dated 08/13/15� co 0 > cn -0 F= 2 documentatixm submitted,has beenreviewed and accepte&by Mami-Dade CountyRER -Product Control Section to 04JD5117., signed and sealed by A. Lym Miller, P.E. 5) Cyclic IM ind Pressure 1nadmgpff FBC, TAS.2,03-94 eqnmg, on 0930A9, " w C/) a) CDL be wed in Nfuvni Dadc Cv=tywd Qthu areas-whmallm-c4 bythe Authmity Having Jusi2diction, (AHI). 6) Forced Eafty Test per FBC, TAS 20,2-94 1 Notice of Acceptance No. 16-020.08 issued to Vision Extrusion Limited fortheir 'YE U) "02 C I a ca. = Ca 4- This NO A shall. not be valid a fkr the e xpirah on,date s tated belm, - Th e Miami- Da de Co unry Product Control Sec bon B TESTS along vath marked -up drawings and installation diagram of vinyl sliding gbss doGrprepared 1060 Tau 2�02 and lighter Shades (Non-'Wljlte�) Rigid PVC Exterior Extrusions far U) < (In Miami Dade County)en&oi the.AIU (m areasother thanNftam Dade County) res erve the rigbt to have thi�� L Test report on 1) Uniform StaticAkPiessure Test, per FBC.. TASICQ-94 by Feiiestration Test* Lab, Inc., Test Report No- IFT L 8 6 49, dated, 1 -1,061 5� signed and Win dows a nd D o o i s"', d ated 1210,8116. expiring on 1202 %2 L product or -material kkstedftqualityassurmcc�puqxi-s�m- Ifthis product ormak-nalfails to'peffmmin the accepted 2) Laige Missile Impact Test per FBC, TAS 201-94 smed by Idalinis Ortega, P. E_ (rest itport revised on 12104115 and 02/1 V1 6) 1 Notice of Acceptance No- 1,-"528.15 issuedto Vision FxtnIsion Limited for their Manner, the mig duzer will incurthe expmw of suclitesting, andthe AHTmay immediatelyiev oke- mo dify, a r 3) Cyclic W- ind Pressure Loading, per FB,C - TAS 22 03-94 6.. Test report on 1) Air Infikration Te&t. per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) Alifte Rigid PVC Exterior Extrusions for suspend the use of such pmduct oc material within their jwisdirtion. RER reseTves the ri2ht to revok� this acceptance- if it is determinM byManu-Dade County Product Go� Section that d3lz product or material fails to along vith-mm.ked-up dowings. and ingWlationdiagram. of vinyl sliding glass door, preparvd 2) Unifonn Static Air Presswe Test. per FBC_ TAS, 202-94 Windows and Doors", dated 08/114 5 . expiring on 0930,49- naeet the f equntmeats of the aW- licabke bmiding code- by Fenestratioa Testing Lab, Inc � Test Rrport-No. FTL 8 717, dated 12�VT15, signed and 3) Water-Resistanoe Test� per FBC, TAS 202-94- 4� Notice of Acceptance No- 16-07127.02 issued to ENERGI Ftnestmtion Solutions USA, This product is appravedas described heze-in andhas been designed to comply wi& the Floiida Buildiug Gode7 seated by Idalmis Of tega, P_ E_ (Test report revised on 02/15116 and 012,14116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc for their 1.A_N36A0 and Lighter Shades (N-on-White)-Rigid PVC Extetior including the 1hgh. Velociq Hufficam Zothe- 21, Test report on 1) A-z Infiltration Test,, per FBC_ TAS 202-94 5) Cyclic Wind Presstue� Loading per FBC, TAS 203-94 Extrusions forWindowsand Doors- date-d 09115il6, ff4mmg on01,04P21_ DESCRI[PnOIN: Series 770" Vinyl Sliding Glass D" (ReinforceJ) w1wo 901 & 1350 corners-L-MJ. 2) Uniform Static Air Pressure Test= per FBC,TAS 202-94 along vnihmarked-up drawings 2nd installation dmgr2m of vinyl sliding glass door, prepmed 5. Notice of Acceptance- No- 16-0712.04 issued to ENERGI Fenedration Solutions USA,, XFPR0V_kLDocvmEN-T-, DrawingNo. -NED-s,570.0 RevB, titled "Vinyl Sliding Glass Door NOA(LIA)"'. sheft 3) Water Resist=ce Test, per FBC, T_4,S 2021-94- by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 1,71V4/15, signed and Inc for their "Bronze and Lighter Shades of Cap Coated Rigid PVCExterlol- I throu& 21 of 21,preparedbymanufactum dated 10105M and List rnrised on 0'J)0l,f_2l, signed and seaked by 4) Large Missile,In4xact Test M FBC. TAS 201-94 sealed by Idalinis Ortega., P. E. (lest report revised on 02/1 5�2016) ExViisions for Windows and Doors" dated 09115116, expiring on 01,1&120. A. Lvnn. hfiller, RE- - bearing the Nliaini-Dade CountyProduct Control Revulon stamp with theNotice of 5) Cyclic Wind Ressure, Loading per FBC� TAS 203-04 7. Test report on 1) Unifoun Static Air Pressure Test per FBC, TAS,202-94 6- Notice of Acceptance No. 1"712.03 isstwd, to ENERGI Penestration Solutions USA, "NVItite Acceptuice number andexpir&on date bythe'2Yfh=-Da&- County Product Control Section- 6) Foxed Entry Test, per FBC, TAS 202-914 2) Large Missik Impact Test per FBC,'TAS 201-94 Inc - for dwr Rigid PVC Exterior Extru.sions f ai Windows and Doors" dated AlissiLE IwAcT RATr�G: Large and SmllAfissile Impact Resistant akmg withnniked-up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressum Loadingper FBC. TAS203-94 0&10il 7, expirin on 0 1' 29118- Limitations: by'Fenestration Testing Lab, Inc., Test RrpW No. FTL K546, dated I li'06;15, signed and along with marked -up drawings and inst2llation diag -,inyl sliding glass door, prepared raru of 7- Test repWs No(s). 10-002-792(A), 10-06-MO52 T 535753-09. per ASTME-84, 1- See table 1 (sheet Dtaudtable, 2 (sheetD for applicable SGI) unit sizes- desigapmsmes.reinfam-ementst�?pes. seaW by1dalmis Ortega� R Ejlesl repcdievised on OV04116 and 02ALP-2016) by Fewstmticn Testing Lab- Im-7 Test Report No. FTL 6638 (samples A-1 thru A-22). dated AS TIM D 192! D and A S TM M3 5.. Ls sued by E X OVA to V ision F_xtrinion for cellu 101shic glass types7 sill riser (see tablesB-1 & B-2 z sheeu 7-8) and awhof layout sbeets requirements In I I thm 16- 3 � Test report an 1).Air Infiltration Test, per FBC, TAS 202-94 ped and sealed by Jorge A- Causo, P, E_ (Submhud under 2VO�tl N& 11- 11/19/107 dg composite material- 2. Rigid White FVC, Tan (Non-wbite) Rigid PVC andBromm coated (Paimed or lamina white RigLd PVC to be Uniform S tat ic Air Pressure Test 2) per FBC_, TAS 20244 010704) (Submitted under X 0_4 N`o. 11-81671 04) z labeked per ref erenced NOA's req=''ement a- 3) Water Resistance Test, pef FBC, TAS 201-94 8 Test iepw on 1) Air hifiltmfion. Test- per FBC_ TAS 202-94 8- Notice ofAcceptance No- 14-0916.11 i&sued to Kuraray Amefic. a., Inc- for their I Egress opetab le doors must c4mnply with min c lear wid& or heig� per FBC re quirement, asapplicab le. 4) Large Missilela4xict Test per FBCr TAS 201-94 �)) Uniform Static Air Presswe Test, per FBC, TAS 2072-94 "SentryGlIMS, (Clear and White) Interlay-eill ' expiring on 07it4/1 S. 4. Pocketwalls underseparateapproval, to be tevie%edbyB1iil&ig official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS.202-94. 9- NcItiCe ofAcceptanceNo. 1&1117 �01 issued to Kuiaray.Ammca, Inc- for their NG LABELL : Each unit shall ben- a pennanent label with the niauu&crm&,,, name or logo., city- state-andseries at, d 6 Forced Entry Test, 'F8CTAS202-94 I per 4) Large Nfissike IdVact Test pex FB C, TA S 2V 1-94 'Trosifell- Ultraclear, Clear and Color P-VB Interlayerf', expking on 07M,19. f ollo wing statemief t I Mami-Dade County Pro duct Contral.Appro TweW "I noted. herein- along with marked -up dnm ings and mstallation. diagrain of vinyll sliding gbss door, prepared 5) CVcfic %rmd Pressure Loadingper FBC, TAS 203-94 W RENEWAL of this INO.A. shall be cansidetr d af kT a zenew.9 app licatim has been file d mid them hasbeemna by Fenestration Testi ng Lab, Inc,, Test Report No- FTL 9547., dated 11 V4115- signed and 6) F �xed Entry Tcst , per FB C � TA S 202-94 F� -STATE-11 ENTS diange-in the apphtable buildibg codenegatK*ly affecting the perfomiame ofthis Product, sealedby Idabnis Ortega, P. E. (Test rqwrtrevi�ed, on 02115A6) along withmatked-up drawinp and i I ustallation diagram of vinyl sliding glass door, prepared 1- Statement letter of conformance with FBC-54 1h Edition (201-4) and FBC-601 Edition TER-NM-ATION of this N10A will oc curaif k-r the expin tion date or if thete has been a revisim cm change the 4. Test report on 1) Air-In8trxion Test- per FBC- TAS 202-" b A-5). dated _yFeriestration Testing Lab, Inc- Test RepoitNo-FTL 6337 (mmples A-1 thin (2017� issued by manufacturer, dated 0&'14/17, signed & sealed by Lym Miller, P.E_ matenals, use, andlor macuhctureofthe Xoductorprocess, Nfimw oftliis NOA as aneadDrsement of anyproluct, 2) Unfform Static Air Pressure Test- per FBC, T-AS 202-94 12V640* signed and sealed by Jorge A- Causo,, P. E. (Submined nmi-erN-0-4 A& 11- 2- Statement 4efter of no fmancial interivA, dated W18AT iss� by manufachuff, signed mi for sales, advertis= of any odmrpuqx)ses shall autonxtic ally terminate this NO.k. Failure ta comply -with any 3) Water Resistance Test, per FBC. TAS 201,94 0107.0,q; sealed by Lym Miller RE - section afthis NOjC�ha]lbe cause for temination and fernoval ofNOA. 4) Ixge Nfissile lopw Tat per.FBC, TAS 201-94 3- Letter of lab comphance, part of the above test reports. XD'kTRT1SE_kff_N_T - The NGAuuabei pf eceded by the %%,or& lfimu-Dade County- Ronda, and followed by the -5) Cyclic W, ind Pressure Loading per FBC, TAS 203-94 C. C-ALCITLATIONS 4- RER. Test Proposal No. 17-0387, dated 05)%117. s4pned by Ishaq Charida, P.E. .7 expiration date maybe displaytd in advertisiny literature. � If any , NOAis displayed, then it shall be portinn of the 6) Forced Entry Test, pff FBC, TALS 202-94 -with -2014, L Anchor vffification.calculations. and suuctural analysis, complymg FBC done in its entirety.. along withmarked-up dra =4 inAallation. diagram ofiin: tog Wings y1slidi glandowprepared prepared by PGT_ dated 1210945and last revised on 02115116- signed and sealed by OTHER LNSPECTIO'N. A copy of this eative, NOA� MmIlbepro %uled to the user by-ffie manufactater-or it& diMmtors and by Fenestration Testing Lab, hw-- Test Folepoft No� FTL &,548- dated 12404115, signed -and 1- Notice &Acceptance No. 15-1214.01, ismed to PGT Industries, forth& Series C= v.hall be available forinVection at thejob sitw at the TeVuest of the, Building Official. sealed by Idalmis Ortega, P. E. (Test report, revised on, 0 LD41 6 and �02/11116). 2, Glazing c6n4kes with ASTME-1300-09- "557'0)2770" Vinyl Sliding Gbss, Door �Reinfbrced) - ONII', expiring on 04,114,21 TbisNOArevises &rene_MS'N0A9j0-0429.05 and consistsofthis agelandevaidencepag P pes E-17 F-2- E-3. E-4C �1.141 C= CL 1, C= E-5 & E-6 as well as appro-&-al docnawnt mentianed ab�me_ The submitted docizmentatim was mrie% ed by Ishaq L Clhanda, PJE� 1AAq L "amAa, FX. I clamda. Pr. I Ll 4 Cn C-2 CV12 co cl-i >< LA_ Cl— Praduct Control Unit Superrizor Product Control Ukit Supemsor Product Control Uridt Supen-iser 40 -= C= NIOAL -?So. 21-0205.0 O"UT M_ TXpiratioaDatet Apr!114,2026 ExorationDate- AprA14,U.. 1,6 N&A,' _N-0. 21-020S.03 ExpiratiouDate.- Aprill.4.2b2f Expination Dam April 14,2026 'n Approval Date-VIs rek 25,20ii Approx-al Date: Ifarch 25, 1021 -ApprovatDatei Nfarch,154, 2011 Approval Date. Nfarch 2.5,2921 03 CL .3: E CD 1 1-1 E-2 1-3 W C= CJ CP E PGTIndustrim Inc. CG I Vi indows and Dears, Inc. PGT Industries, Inc. NOTICE OF ACCEPT-ANTiCE: EVEDENCE SUB-WITIED NOTICE OF ACCEPTANCE: EA'MENCE SUBW-rTYD NOTICE OF ACCEPTA!NNCE:EX71DENCE SUBWFIED 2. Evidence Submitted under previons submittal E. KXTERLAL CERTIFICATIONS (routinue) 3. New Evidence Submitted 5. Quanex Raft SuDer Sipacer, §tandard complying with ASIM C518 Thermal Conductivity A. DRAININGS 0-881 Bi-f U-in/ hn-f F--F, ASIM F 12249 WV`1RPass, ASTM D3985'0xygenPass,, ASIM E A. DRAWLINGS 1. Drawing No. NED-5-570.0 RevB, titled'-Vmy) Sliding Glass Door NOA W-, sliects 21-90 I.G_ Durability -No Fog -Pas.. (Subnt;Uk.d underprin-ionsIN10.4 X6. 15-0409.05,) 1. Drawing No. AID-5570.0 Rev B, filled "Vinyl Sliding Glass Door NOA (LW, sheets I I through 21 of 2 1, prepared by m2nufactuier. dated I Ot5/15 and last revised on. 2 V I ") through 21 of 2 1, prepared by manufacturff . d at ed 1 &0 5/15 and last revised on 02 1 04P-2;20, signed and sealed by A- Lynn Miler, P-E. C Quamm Part Dwaseal compbjing with ASTM C-518 ThemIal ConductiAty 2.,22 BTUiW signed and sealed by A- Lynn Milw, RE- hr_-fF-�F, ASIM F 1249 W%,rfRPass, ASTM D 1434 Asgon Penneawe-Pass- ASIM E Note This irvision. consists replacement of same existmg =a1lation. screw with -flat head- B. TESTS 219-0 1.G_ Durability -No Fog, ASTM E 546 De%, Point Deveippinmt -20'F in 48 hrs. 1. Test reports ow 1) Air luffitration. Test, per FBC. TAS 202-94 (Subm ftkd nn der A10- A. Xo. 1 5_04 6 0. 01. 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 7- Vision Extrusioas- Ltd- Parts conip4ring with PVC-AAMA 303-13, Volantary Specificatwu B . TESTS 3) Water Resistance Test, per FRC. TAS 202-94 for Riggid P olyviriyl Chbnde (PVC) Exterior- Profiles for V ision Extrusions, Ltd., -VEX- I by 1. None- 4) Large Missile Impact Test per FBC TAS 201-94 AAMA Fenestratm Exterior Pwfile Cert6pation. Program. (Submwed under NOA No 15- 5) Cyclic'%lind Plessure Loadingper FBC, TAS 203-94 0469 #.p C. CALCUILATTOICS along withmarked-up drawings and installation diagram of all. PGT Industries, Inc 8- Vision Exftiisions�_ Ltd. Part, s complying with PVC-AAXk 303-13., None - representative units listed below and tested to quaW Dowsil. 791 and. Dowsil 983 s6cones, (S n bm iffed under XOAX& 15-0-169. V-5) prepared by- Fenestration Testing Laboratory� Inc Test Reports No.: .9- PVC-AAMA 303-13, Vokmary Specificatim for R*dPolyv�inyl Cliloride (PVQ Foderior D. QT_T.ALITYfASSLjLA NLCE FTL-7897, PGT PW5520 PVC. Fixed Window (unit 6 in proposal), dated 09103/14 Profiles for Vmimi Extnisions, Ltd,-_`V*EX-1 by AANLA Fenes=ion ExterioT Profile- 1. Nfiami-Dade Department of Regulatory and Economic.Resouf ces (RER)_ FTIL-20-2107.1, PGT SGD780 Alumimm SWing Glass Door (Wiit 7 in proposal) Fn-20- Certification ProgranL 2107.2. PGi T CA.740 Akan Outswing Casement Wmdow (unit 8 in proposal) IFTL-20- 10. Notice of Acceptance No- 184217.14 issued to Energi Fenestration Solu� USA� Inc, for E. CIRTMCATIONS 21073,PGTRA171520A AhiminumfixedWindow (unit 9 in proposall. and IFTL-20-2107.4- their ---rait 3040 ;& light shade (non -white) White Rigid PV C Ex-terior Extrusins for 1- Notice, of Acceptance No. 19-0305.42 issued to Kuraray.Am*rica. Eac� fortheir > PGT PW7620A Ahmfmm Fixed Wmdow (unk 10 in proposal) dated 07/13120- at signed W midaws and Doors7, expiriag on 02A04LI 1. 47rosifdW U11traclear, Clear, and Color PVB Glass Interlayers", exTdring. on 07,03024- C) and sealed by Idalmis Ortega. P_E_ 11- Notice of Acceptance No- 18-012722.02 issued to Energi FeneAration Solution, USA. Inc-, for 2. Notice ofAcceptance No. 17-080&02 issued to Kurarayknierica�. Ine. for their their serwis "White Rigid PVC Exterior Extrusions for Windows and'Doa&% ep�g on "SentryGlnt (Clear and X11ite) Glass Interlaivrs'"-, expiring on 07104P-3- C. CALCULATIONS 1. Anchor FBC 02/28,23- 3- Natice. ofAcceptance No. 19-1106.10 isawd to V , ision ExtrIonsLumted, fox theff"Brown verification calculations and structural analysis. compl�i with 12.. Notice of Acceptance No..2"2V_1.03'i&sued to. Ejwgi Fenestratim Solution, USA, Inc- for Coated �hjnted or Laminated) Vildte Rigid PVC Exterior Extrusi'vin for Windows Edition (2020), dated OV21120, prepared by manufacturer - signed, and sealed by their _Bronze & light shade cap 'coated 1VW# Rigid PVC 'Exterior Extrusions for and Doors7 expiring on 0913D'24. 4 An L�= I�M, er. P.E.. Windows and Doon", expaing on 04,116,125- 4. Notice ofAcceptance No. 19-1106.11 issued to Vision Exhimlwim Limited for their series 2- Gbzing complies withASTIM E 1300-04, -49, -12 and -16. "N7E 1000 TanL 202 and lighter shades (Non -White) Rigid Collular PV C Exterior D. QVI ALMTAS ST-TRAN7 CE F. STATEINIENTS Extrusion:5 for Windows and Doors'. expirmg an 1129)2 1. 0 lliami--Dade Department of RegulaTory and Economic Resources (RER). 1. Statenumt letter of omfbn-nance to FBC 711 Edition (2020). dated 0+22,20, issued by L_ 0- manufacturu, signed and sealed by Anthony Lynn Nfillm P _E� F� STATEIN E 1LITERL-iL CERIMCATIONS. 2. Statement letter of no financial interest and of independent- 1-swed by mamifactuff, dated I- Statenient letter of conformance to YBC 74 Edition. (2020), dated 0210t'21, issued by (D 1, Notice of Aoceptance No- 19-0305.02 issued to Kuraray America. Inc. for their 041 8Q0, signed and sealed by Anthony Lynn Miller, P -E. ifacturm, signed and sealed by Anthony Lynn Miliff, P`E' Cl) "TrosdoW Uttraclear Clear, and Color PXB Glass Interlayers7 expiring on 3. Private Labeling Agreement document bemeen PGT, dated 0330115 and sigged by all �'21 between PGT Industries, Inc. and CGI 2- Private Labeling Agreement dated 93�O& ., 97/0MW involved parties. Windows and Doors Inc-, signed by Dean M. Ruar1r, PE., VP. Engineering, on behalf of N ce of Acceptance No. 17-080&0-2 issued to Kuraray Aniericajuc. fortheir oti "Sentry,'Glast bothCDn4MM- (Clear and Wbite) Ghss Interlayers", CXPIM9 on OV%23. G. OTHERS 3. Notict'of Acceptance No. 1&1106.10 issued to Vision F_xmisions Limited for their -'Brown (7111 itia L This NOA re%im NOA# 17-0420.06aWwr-GI) and updates to FBC-'2020, Ed _n)_ G. OTBERS 'Ais. Coated, (Painted or Laminated) White Rigid PVC Exterior Extrasions cxpiring W2 1 12 1 - I- NOA revises & renews INOA# 20-0429.05 TLA w1CG1)j expiriag 04114126. for Windows and Doors"., expiwiug on 0913OP-4- I RER.Test proposals. #19-11-555 dated 0111OP-0 approved byIshaql- Cb2nda_P_Ettxpirin L Mie current associated PLA CGI f ile #21-02V-01, expiring 04JI4,16. co A- Notice of Acceptance No. 18-1106.11 issued to Vision Extrnsions Limited for their series "VE 1000 Tan 202 and lighter shades fNo"Thfte) Rigid C*flubu- TVC 1.4 Exterior Extrusions forMindows and Doors". expiring on 12P2W27l. I c. t. -� � L qf) I IshAq L Chands, PE. Ishaq L Chanda. lika,q,L C%anda, F.E. Produrt Control Unit Supeniwr Product lCan" Unk Suptrnsor ;z Product ContrGI Unit SuperTiwr N.OA No. 21-028,5%-.03 INVOANNo� 21-0105-.01 < 11NMA, NNO. Expiration Datei April, 14,2016 ExpiradanDa4e. Aprfl' 1:4.1026 Expirafiaal)atez April 14,2026 App roval D,,% te. ?jarch U., 20.2 1 Approval Dat*'.- xf-avth Q_ Approval, Datc U-arelt 2-5, .2021 E 49 E -4. SHEET NO. March 6, 2023 PA 1.4 - I -I I I I I - - - - ---r --- iiirT—, j, L _101, hi T ii — — I F-- i I I ; i . . 11; 1 , I a i f I i 41 lil I "Al t t 11 N to ffi O U h11A►M1,Dt?lr MIAMI-DADE COUNTY I T EM O O CD 0-0 c " PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast Crete USA, LLC C s��Crete USA. LEC 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 'SDI 26 tact Room 208 � D N BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 31-2 9r3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -.-� N l� C � CD cu -- Cn NOTICE OF ACCEPTANCE (NOA) W rrriamidade Nv/e€one#mv 1. ri '� Cl6 PREVIOUS APPROVAL _03 Q D EVIDENCE SUBMITTED UNDER :PREVI 3. _ EVIDENCE SI7BMTTTEI) IJ�EIt PREVIOUS APPI2)VAI� 12 ilr2i19.12 S. EVIDENCE S��MITTED UNDER PREVIOUS APPROVAL 14-4903.03 (1)-0 v � O O L L 0 .p N _ Cast Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS = 0 � Kn r Florida 33584 a ,x 1' te' etaats beet 1 Cr � l r act � Priest✓ sled n 1 s I, 1�raivang N�, FD4612; tat ed �' eaR � � ,i � # I. Drawing 1Ndr, F1�4612 ✓tiled Precast`and Prestressr�d Lintel .tJeitatls , ,sheet 1 � „ r 1. l3rawan Na. F174612 tilled Precast �rr�cl Prestresseda' Lintel T Details" sheet 1 ca � .� LL _ 0 aware No LT4612 titled- prepared b Craze Parrino, P.E~, Muted March �� 2� and Drawing l prepared b Grat4t Parrino. P. dated March 24, 2f1 t�3 and Drawing No. ip .1r' e� a. a {.�.. " r# 1 dated �3/24��3 and 1V dr. LT'4612 tilled Cast -Crete 4 � c 12 rDrawing r � (n -O O > �+ �7CCAPE, rr n rr. "r:.. a# .-. _ re Cast Crete 4 , % & 12 Lintel Sr e Losal7'ables ,sheets 1 through 3 trf 3, prepared by ,�' .... � b ,, # #r #, # LI461 tatted east -Crete 4 , & 12 Lintel Safe Load Tables", .sheets 1 #" Lintel Sae Load Tables", sheets 1 through 3 o 3, last revision dated 06112114, all ._ O O L This L i NOA tS being issued � the applicable e r:' V E s d under h pp1 cable rules and regulations governing use of construction materials. . dated rut 2t4 2ti�3 both 2-� last revision 1 e .� �a P.E., dated March 24 f1� as Craig Parrino, , r r �" P through .� t7 �, prepared �? l�-'YtiB Parrino, P ';, d�Ltt�G�a7`C,�t ��, �`�i�.�, tit � P Ir y � prepared, signed artt Sla�et� t� '�r�i1 Parrino, P. ,., itl'd ft��C',��b � �' b }` � f� fA '— p CQ U C)- e Th documentation submitted has been reviewed and accepted by Miami -Dade l,i ode County VEER Product Control drawings signed and ,sealed b Craig Parrino, P.E ' revision dated March 11, 2008, all shed and sealed by Craig Parrino, P. E;, on i CU �. C '^ V/ Section to be used in Miami Dade County and ether areas where allowed by the Authority Having Jurisdiction B. TESTS .March 22, 2CI1 B. TESTS. 1 i.f .� ( J)• L Test report on flexural testing on 4�", d "" & 1,2" Precast Concrete Lintels .patted and B. TESTS 1. None, This NOA shall not be valid after the expiration date stated below. The ]Miami -lade County Product Control p ty [Iq alled Models total v 13 Concrete lintel specimens, per ASTME-529-94, prepared .�� } p p �' C. CALCULATIONS 70 Sectiond In Miami Dade Coon and/or i1lG A13J to areas other $lien Miami Bade County) reserve the right t t have $y) � �"� r gl'i Q .� . : a - ratories Re arri No. 3P464A dated 1i4t1 1 3 signed are by�lpplaedResearch L bad , p r 1, None. 1. Calculatuonsfor Cast -Crete Lintels, dated 0$/19120I4, I4;201 through 14.236; this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed b Christo .her A. ]Harmon, P-E_ �° ,� C. CALCULATIONSprepared ,pages by Craig Perrino, P.E„ signed Land sealed try Craig Parrlraa7, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, r 1. None, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . •: $ills acceptance, if it is determined b Miami -Dade County Control Section that this product or material � �' p _ Craig 2 7 es prepared b �' a Lintels, dated tl5/29r'C13 f1 a a culat rrrres or Cast Cr ate L ntels d to 1 C' l a p S "p p }� g � D. QUALITY ASSURANCE , 1. By Maatrta-.Dade Coaaraty Department of Regulator and:Fconomaa. Resources (RER). fails to meet the requirements of the applicable building code: Parrino, P.E,, signed and sealed by Craig Parrino, P.E. _ n Environment, and Re ato Affairs. 1. By Miami -Dade County Department ofPermitting, _ En � r' f 2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig � E. MATERIAL CERTIFICATIONS This product is approved described e , p ppr as describ d herein, and has been designed to comply with the high Velocity ]Hurricane Parrino, P.E,, signed and sealed by Craig Parrino, P E. MATERIAL CERTIFICATIONS 1. Name. Zone of the Florida Building Code. 1. Name. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High, Strength Precast and Prestressed Concrete Lintels D, MATERIAL CERTIFICATION: F. (OTHER ,a ,t�i'P'RC?VAL BOGU.1V.11'�iT, Drawing No. F1�A 612, tided Prast and. Prestressed Lintel Details", slice$ l of 1, -Precast Lintels revised on h1 I .l, Quality .Steam Manualfor Cast Crete MaClrarue Made May l3' 8Y .fF. OTHER 1 Letter orrz Cast` -Crete USA, Inc.,ated t18115N121J1 signed and sealed b Craig ,�` b y g a _ � prepared. by Craig Parrino, P.E., dated March 24, Zt1(13 and Drawing No. LT4612, titled "Cast -Crete 4 , 6 � 1-. z zlil� . Cast -Crete Corporation, dated February ll3 2f112 signed and sealed 1. Letterfrom Cots. C C;o p " e t e' a Building � Edition. Parrino, P.E., certifyingcorn liana with the Florida .i3taa d n Code, .2t114` E ttaoau, p g Lintel Safe Load Tables", sheets. 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 21103; last Z. Cast Crete Quality Stem Manual or Prestressed Products dated' 2002 -. �' .� by Craig Parrino, P.E:, certifying compliance with the Florida 13italdtrag Code, 201 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stampwith the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 08 0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Nome. MISSILE IMPACT RATING` Large and Small Missile Impact Resistant - L Orating No. F1.34612, titled ""Precast and Prestressed Lintel Details", Sheet 1 of 1, A. DRAWINGS LING: LAB c E Each lintel shall bear a permanent abet with the manufac$urei's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 sand Drawing No. L1`4d1z, titled 1. None. B» TESTS County logo. "Cast -Crete 61' a 1.2" Lintel Safe Leered ,Tables"; Sheets 1 through 3 of 3, prepared' by 1_ None. RENEWAL of$his NOA shall be considered air a renewal application has been filedand there has been n� Parrino, P.E., dated March 24, 2Cltl3, tract revision dated,Mar�h 11, Zlll38. B. TESTSlc� C. CCALCULATIONS. change in the applicable building code negatively affecting the performance of this product, B. TESTS 1.Nape. 1. .None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse o f this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade Coaanty Department of Regulatory andcancrmt"c Resources (RER).mi any section of this NOA shall be cause for termination and removal of NCIA. 1, None; D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the wards Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE � 1. 13y Miami -Dade County Departrraent of Regulatory arid Economic Resources (RER 1, None, the expiration date may be displayed in advertising literature, if any portion of the NOA is displayed, then it shall 1: By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAI, CERTIFICATIONS F. OTHER A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1, Nora.. 1 _ Compliance nce Letter with the Florida Build Code, 20 7 Edition, issued b Cast- Cotrapl a L t h e trig. o e, 1 E ao , y shall be available for inspection at the Job site at the request of the Building Official. L 1. None. Crete USA, Inc:, dated 08108117, signed & sealed by Craig Parrino, P.. c� This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E-1, E-2, E-3, E-4 and , i- ! , f 'C ens -5 as well as approval document mentioned above. The submitted documentation was reviewed by Heltny A. Maker, P.E., M.S. a my A. M ar, P.E,, S. � lmy A, Maker, P,E.,11.5 � elrriy A. Maker, P.E,,1V1 . �, S cc �" �' NOA No. 2n-0630.15 Pro lied Control Section Supervisor NOA No, 20-0 0.15 Pro net Control Section Supervisor NOA o. 20-063i1,1 Product Control Section Supervisor NOA 1" o. 2(1-t1630.15Cn , a MFialrfi•t3Ar9ECOE3fyill f i Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/202 a W Approval Date: 08/20/2020 ApprovalDate: 08/20/2020 Approval Date: 08/2012020 Approval Date: '08/20/2020 Page l E-2. 1, -3 y E m c cc M 49 S3 >m Cast -Crete. USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: :EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Norte. 1, Norte. B. TESTS B. "PESTS V 1. Norm. 1. ]None, L� C. CALCULATIONS C. CALCULATIONS 1. None. 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). L li�1a Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS +� 1. .None. L Norte, � F. OTHER F. OTHER U) 1. Compliance Letter with the Florida Building Code, 2017.L"dition, issued by Cast- L Compliance Letter with the Florida Building Code, 2017 Edition,. issued by Cast- z Crete USA, Inc., dated 08108117, signned & sealed by Craig Parrino, P,E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. � Ct3 8, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #f 19-0130.1.4 2.. Compliance Letter with the Florida Building Code, 2020 ,Edition, issued b Cash- p g y A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1, Drawing No. FD4612, titled "Precast said Prestressed Lintel Details", sheet t of � Q lit? 1, prepared by Craig Parrino, P. E:, dated March 24, . and Draping No, CDL LT4612 titled "Cast -Crete 4 ", 611 & 12 " .Lintel Safe Load Tables #, sheets 1 O Q through 3 of 3, prepared by Craig Parrino" P.E., dated March 24, 2003, last � A.-i revision dated June 12, 2014, all signed and sealed by Craig Parrino, P., on 0 January 22, 2019, B. TESTS O 1. Nine, ^ L� C. CALCULATIONS 1. None. D. QUALITY ASSURANCE m 1. By Miami -Dade County Department ofRegulatory Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATION � Q L Norte, F. OTHER ~ co L Article of Conversion far Ica name change. O co LU e lily A. Makar, P.E., M.S. Helray A. Makar, P E,, M.S. z (ll Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date, 09/11/2023 Expiration Date: 09/IM023 Q Approval Date: 08/20/2020 Approval Date: 08/2012020 J E-4 E-5 March 6, 2023 Q- SHEET PA 1.5 NO. I IT-LT-17-7-T 11l dl ua' 111, L.0s!94i .Jail "4I _. LI. ..6L+Ill a.ldi fll.l Dili_ � i : �_ 0111IIIIIIIIIIIIIIIIIIIII ; L I �� I I . I � , Ii R , � � � i. , "�M Em"=ti�li�ndli4rilt:ll.11[,Fll�llv*�t J; I Y,FAIT13R A- TILLM JR, FS I tilteco@aoLcorn YLEI�,L�N. 44147 A CA U,,?Q,_ 004' ,19 PRODUCT EVALUATION REPORT REPORT NO.: 204728.011 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QIQb1LI?Wl0dWqP_r0&_d!�J1=- 4600 S.W, 61 Street Davie, Florda321314 1 ., PURNOSE OF EVALUATION, This is a Product Evaluation Report Issued by WAIter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLG, Rule Chapter No. 61 G20-3, Method i D of the Florida Department of Business and Professional Regulation. This product is beling issued an Evaluation Report as described heroin, and has be" verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the Purpose Intended at least equivalent to that required bythe Code This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions I F—EVIDEN-CE SUBMITTED, Z.1-.-P-P.-OA_UC-TEVALUA—TIONDQC-QMEN_T-(PX.t),)�- � Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tillit, Jr�, P�E.; dated 0712812020, This drawing i's an integral part,40,ls Evaluation Report, k%%UI ifolo, ,, 'k L.,#�,,, " t� A. rt4 / IN�, § �, .��,-. , ,� I-,-,_ _S__ 0� ---'l\uN,7 , . f5_ 1, e ,Ti;_�-�__ __::��Z7:4�1_'_' -- ---- -:f� Na 44167 " __/ 6355 N,W. 36th Street, Suite 305,, Miami, Florida 1,1166, Phm�: (305) 871-15�O ERMUCIM:ALVA�TIDNBKPQRXSa-l#tpl� 2 22-TEST-REPOM; Large missile impact and fatigue load tests were performed under Protocols TAB 201, 203 as par section 1626 Of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 doted 08/09/1 996, #96-570 dated 0911811996, #96-T30dated OW20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Latioratoryt inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05119148 witnessed by Giber', Diamond, P.E. and Report No� 0219.01-09, dated March 4,2000, signed and Sealed by Edmundo Largaespacla, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QG Metallurgical, Inc., dated. March 13, 2009, signed and sealed by Frank Grate, P.E, 1-_3_-S'rRUQT1URAI_ ENGINEERING CALCMLATIMS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design , Wind load, as well as maximum anchor spaoing vs, design Wind load and panel length based on rational and comparative analysis, arid In accordance with sectiorl 1616 of the Florida Building Code, Calculations prepared by Tilleco, Inc-., dated 11103108 and 03112115, signed and sealed by Walter A. Tillit, Jr., RE, 3. M1631LE MPACT RESISTANCE; Large missile Impact under section 1626 of the Florida Building Code, as per TAB 201 Protocol, 4. WqND LOADSAESISTARM 20 Gage Galvanized Steel Storm Panel has boon verified to sustain wind pressures. Maximum panel length shall be as indicate -don sheets 8,10,14, J6, 16,19, 25 and 26 of 26,of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as, indicated on shoots 8, 9, 10, I 1, 14, 15, 17,18, 19,20 25 and 26 of 26� of Product Evaluation Document JP.E.O,), drawing No. 20-176. . 1 5. INISTALLATIO I ristaillation shall be performed strictly in accordance with details indicated on sheets3thru 7, 10thru 20, 23, 24 and 26 026, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum Separation toglass shall be as Indicated on sheets 8,14,16,25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176� ooslilluNso,", xItl�', - N TIQ N'. I �, :1 V ,�_ /�`lo, 0 , , O',�\ . . 1, 0��, .. 'f,l __-, _;t� _-I - I ��\ Z-1-4- � <__7��t____:4 "�,'(:FA4167 "I 1; * S ., S :n�� S-TATZ OF 2.'Iscl W, "-,_��,y, � � ,'L a R ii 13 �1. T -:AX- - , , --,,. � �q-,, - - - - , . 0 l� 10I01 S' 0 K'� L ; � "Numill M0 . QENERAL N=: U-3), IN CASE 11W PRECAST VIONE, OR PRECAST CONCRETE PMELS� SIM OR WOOR SMM BE FOUND ON -fOE —1 FIOSTONG WALL. ANCtiORS SHAU BE LONG U40P TO TACR W MA44 STRUCTURE MINID SUCH PMEL!L I STORM PANEL SMOWN ON 1111S PRODUCT "ALUATION OO(VUENr DPICO) KAS BEEN VEkM COP COIfto,NCE TO MICRORAGE STLAA, BE AS MOTIONM IN Gl) AND IN S.II), , ACCOP[VWCf W(IN THE =0 (79, MINOR) OF IME FIGAIDA SUILDING COOF (Omu� mg� DESIGN "WO LOADS SRALL K DETERMINED AS PER EECTKIN 1 S20 Or THE ABOVE MENTIONED CODE - i/" 'TAPCGN X�A: UP ILDr1X1 ONG FOR A WIND SPUD AS REOUIREO BY TW JVFWCMN MIENS GIESE SHUTRERS WILL OF INSTALLED AND - #14-10 PARD.MATE FILAVA(F 0 AND FANEXMXTE PLUS ANCL40n, AS MMUPACiURED On ELCO CoN,STRUEBON PCODUCTS FOR A ITRECTIONAUTY FACTOR Kd*0.65� DOING AXE 7-19 AND S1444� Not MTFC THE MAXIMUM (AZO � - 1/4*0 LAD SOVENs PER N D,& DESIGN PRESSURE RATINGS WATED OR SHVEIS 7 THRU 12, IC 15, I 6 TO * 2O - 7/10 � 5/6' WOW OUSHM A% DWRIZILITEP BY ALL MINt SCOM 9011 & SPEcLvxY GO, 'N ORDER TO VEMFY RtIE ABOVE CONDITION. ULTIMATE M" Wft LOADS OM-AMNED PEP ASM 7-16 t 1; MINIMUM TWEAM POTEDUFTKIN WrQ WOW ,V BACM MCNORS SKIIALL Or � J1r AND 2- FOR FLED PANC,APTT SNAIL, BE FIRST REDUCED TO ASO, DESIGN OND LOAM ON MULTIPLYIN0, VNEM, BY 0 6 IN ORDER 10 _ PLUS AND RA"EuMALE NEVALF IM COUPARE THESE W/ M0A (&SD) "ON PRESELTRE RATINGS IN04CAM OR SHEM 7 TURN M 14� M IS, 10 & 20`� IN ORDER -10 VERIFY TROLT ANCOORM, ON TM IT OV AS MRIED "E Nor OVER STRESSED, A AIA INCREASE ,N A,IMARLt P-2) 0"MiM INIaERMEN PERETRAmB, or LAO sGREw, iwq T,_q w000 rRW uNp PET�ETRAI*N INTO STUCCO 51,141 BE CONSIDERED AS PAW. M T"5 ROXIMM =1.19 ;1X1;A111%'UR`iMIE` STRESS FOR 9"D LOADS WAS NOT USED IN TMEOR AN&YSIS RASItNERS SPAkINC TO WOOD HAS BEEN DETERMINED IN ACCORDANCE NITH N.D,S� 2U18, C 3) LOMMUM EDGE DISTANCE Of LAO SCREW% INTO YMQ SNALL ME AS TNOK'ATED IN TNfC ORAY01NO STOP" PAM'$ AUEWACY FOR IMPACT AND VINO RESISTANCE RAS WN YEMFIED IN ACCORDANCE WIT4 SECT" IM OF INC AO&M MENTIONED COOE AS PER I,WRRROV,kF ENDINEVOINO A TESTINO NC� REPORTS VII-15all 06-540 & 96-1-IN 1101) C,0 MINIMUM PENETRATION OF *ODD BU5VJf4 SRALL BE 5/0`� Ile #-2O SCAM USED SKALL OF 1 1/2- LOT%-T MINIMUM FENESTRATION MMINC LAB, WC_ REPORTS #2D42 61 #112t , A5 OWTOCCLS TAS-201, TAS-202 AND TAS-ROS ISHOOto STUCOD VOTF, AND I' M"MUM FOR WALL$ MTU NO SIO'Coa AS WELL AS, AMERICAN TEST LAS OF SOUTH FLORIDA REPORT #M19OI-06, AS FER TAS 201. TAS 207 ANO US 203 STANDARDS, C,A) 9" ME ITOV, PRECAST STORE, OR PPECoW CONCRETE, PANCLS,� &V,1COC OR WvOQ BOARD$ BE FOLIND ON 1410C EXISP1`4 5VALt, ANCHORS $)+�� RE UXX' , ENOUGH TO PWK THE MAN J(POR'BURE BEHIND $U"" P*RIS, 2 ALL ALUVINOM "IRUSIOKS TO BE 6063-T6 ALIO`f AND TEMPER- (UNUESS OTHERMSE NOTED), SEE MEET, 2 4"Ouar SMALL BE AS MENTIONED IN ") � 1�2) A, c 41 � ALL, ALUMINUM SPLIT METAL USED All CLOSURES SMA LAVT ,3105_�414 ALLOY, (0) WKOR% SKV1 RE INSTALLED FOUROING AL, OF 'RIE RECOMMIT"E,51W. AND SPECI-TOTIRBiTS BE YHE ARCRITY'S MANUFACW-R A ALL STEEL S14EET METAL PANELS SIALI, ROE STROMMRAL (RoOTTY STEEL. ASN A-GSY CRAOt ITO MUMLAL 4-50 tOkV,%MZED SIM DESIGNATION *MT, 58,5 NC (AFTER RV,1.01 6 rANELS Me ALSO BE E41ALLED HOWORRALLY FO"O"D ,Nt_T&Lft� DETAILS S�40t#N ON SECTION 3 TTIRNIG4 w (SI, '" 4 "BUGS 6i MCEPf `MT "FAMR$ a, A 0 swlu Not BE USED, C D ALL SCREWS TO OF 1GUNL-W SIM X4 OR 31K A151 SERIES OR MRROSON RESELTANT cOA= CARSO,N STEEL AS PER DIN 5DO18 *1 50 kfi YIELD STRENGT" AND $0 W TIDISILE STRENGTH A, , SUALL COMPLY W1 FLORIDA aur,vthc EGBE § IT SRALL 84 TRIE RESPQf-`SJ8PCT Or THE CONTRACTOR TO VERIFY T4t $7.449RASS OF Ttf STRUCTURE NRCNE SMUT" IS TO if ilTZIM SECTION 24!11�1414. TO NSLIZE -904,PDR ANCHORAC.- INC SOUMIt SIM41, ONLY BE AITACHED TO CONORM a=K OR WOW FRAME 5AWLVINGS e WLT!� TO M ,'$TM A-JW GALARNIM 5111L 09 W GV1 6CRXS V1WJZS SIM, Wti ,A0 4i MRARKIM YIELD STMfMrH, I' U EACH RSC,UWR STORM PNIEL WN LENITT-r, OVER V-0 IN40054 IV4�� AS PER SEC -TONS G, 9. a & 10 ^D ALn7ItNATMM ff� I ANCtIORS I WALL SHALL BE VOLLOW5- ON & I ON SHEETS A, 0 A 47 RESPSCTIViELY, FINA NAVC A I�WISLE APO RiAMY %IDLE WAING, *CnRUCTVTc OMNCR OR AS Tovw to SEOLW PANUS WIlt APPUCABLE RDIFOORCEMONT DURINO, RETOOL'S Or HURRICANE WARNING TAG 12_=Tek_pmmu� 11 THE IN5PILIATION WNTRIC-104 is To ALL SPITITTER COMPONENT EDGES VM04 REMNIT IN CONTINUOUS 0_01TAC1 YAB, - 1 1CO TAPOOR ANCNORS AS MANUFACTURED fly I.T�W� RMILDEX- INC OR. f'6192 P..,i,) IK BUILDING TO PREVENT WIND,FKAIN =r - 1/4* # - 7/8' C-6AX-114 ANCHORS, AS MANUFACOAM BY 0CFALT INC� (MIN t';�00 1,..J.) I/eV 1 1/4' SOLIO-ISPT ANCHARS, AS DISMIOU'R11 or ALI FORD SCREN, 600 & SPVaALTY OR, 12, STORM PARrx INCRYLLATION S"N' COMPLY WT`M4 SPECS,,NUFATED IN TrTtS DRAWING PLUS ANY WLDO,g� AND I(AING RELAXATIONS , -RtTWDW V THE 4URMICTION, ;�Hgi PMMR 4S APPLIED TO. 'MV,, r.-=u P�L) - 11-10 fARFLMArE FEMAIS 0 & PANELMARE PV,15 MCMAS, AS UANUFACT(ORED BY EUCC CORSTRIJ1,11UN PFCATUCTS PREPAREO, BY T FIG AND DOES NO U,ON' f'T-3AM P.i�l 13 (A) THIS PRODUCT 0ALUA71014 DOCUMENT (PE,E) � ,MIS ENOINEER IS GENE - T PROVIDE 4WORLOTON - 1/4"O CF TAP-ONP **40RS, A5 MA,f4*FACR1fa0 BY TRN-FAST CORPORATION (C-3600 R,) FOR A M SPECIFIC PROJECT� t., WHM'" IfIE COMMONS OttlATE IROM INE PX�U A 1) NJ WUM EMBEGMENT OF TAPCON APXNO9$ IWO POURED CONCRETE SRALL BE 1 314'; 2' ;OR PANONATC FEIME (C) COWNDGION TO K KV"WLE $70K ILIC SLLECTION, PURCNASE AND TRET41AROM INCLORIS, k1FE WYM Or TNIS PROWI-I IN4EV ON ", P 4.0, PROVIDES NE(SWE DOES RW UWATE FRIDIA T�fg, CONCRONS DETAILED ON OAG DOCUMENT 'ONI AND PANEMALTE PLUS AND I I/*' FOR CC T,AIAERPF, AWHORs CONSTROCTION SAFETY AT SITE M THE CONIMAOTINI'S RESPONSIBUM � A�:) CALX-04 & SOUD-Sr, ARCHERS SMALL BE ENREOM 7/a- INTO r4,E POURED CONCRETE NO EMBEDMENT tNUI U,J TkIS PRODUCT ETALUcRoN vOCUMERr %Ja BE MMOSMENSp JNV" IF MO0j,NZ_ Sft=G SKA11L RE PERNKTIED 414- 0-20 WRENE USEB $R� M 1 !12- LONG MORNUR, BfIBUL0 STOCCO EKI,�T. I NO I� MINIMUM FOR NINO WMM NO �PR.VVO, AW MAY RE fIFADED WIENS I* ALL 1,10RICAM SCINFOIS W/O HEAD, kd) SITE SF--VrC ORQXM 1.1,�ALL EF PREPARED BY A FIGRODA REGISTERED EWANEER OR ARCHITECT WITIRCT, VGU_ BECOME IRE OUT "TH WING NUTS ENGINEER Or RECORD (F_OAJ FOR TOE PROJECT AND M40 WILL RE PES"SoILE FOR TRE PROPER L�SF OF THE P,E,0� ENGNEM OF RECORD, ACTING AS A DELEGATIP) ENGINEER TO UP I A �1) N CIISE TKA-, PRECAST STONE. PTCASI CONCRETE PANELS ONATS, STUCCO Oft WOOD WARDE Be FOUND C. THE PX-0 ENGINWi. IBMU, WOOD` TO THIS LAMP TOE SM SPECIFIC DMVINGS top- RMEW, C41STINC W4L OR FLOOR- ANC-OkS S� OE LONG EFiOUC*q 10 RERIN INC MAN S,rRUC"[ BERING SUCM PANELS ANC"ORAGE SHALL BE A.1 MENRONM IN A I) AND IN All, �oj 7MS PI-D SHALL BEAR THE DATE ME ORIGINAL REAL AND SIGNATURE OF RRE �IROFESGAL MIN&Eq OF RECaft "I PREPARED IT, (SU TO QMVII4 ��- ,1Q., S ,, qUILDEX, RC� 14, SIVREP "UrAlrUREWS LAM SHALL BE LOtAIED ON A IREIRIPY IASINX LOCATION AT STORM - 1/4' A TAPCON WHOR AS MANUFACIPBRID &Y � 1, * , PANEL S+IV',TtR W AOCOFMANCE WM4 SECTION f7MIT3 OP MCIRDA Ilal)#� CODE, ONE Lwa - 1/4' 0 , 7 a IN M04ORS. AS MANUFACTURED ITY f)EWALT INC (NRN� V1500 P.,j) SKU BE PLACED FOR EVERY OPERIN41 LABEONG TO COVK* BICH SECTION I70Q�92 OF IMF 'P =7 - I/. , A 514� ANCROR$1 AS mmapm BY AU MOO SCREA EDIT a SPEcoLTY ;O_ FWAMOA SIOLDINC CODE 040, 1� I= P.4�i) - III14-IO PANKIAA-11 FEMALE 0 AND WARCCUATE PLUS AN010n, AS MOTI)FACTURCD By ELITO CONSTRUCTION �� Pftow,Ts (Un- V-Zol, P�t,.j) ,BS14000INN, A NO, /,. . - I Or TAF-MIT ANCOORS, AS ~JEACTURED 01 TRP-W CORM01XITON ti" ��t� A. 114i7o " .,., , �,� ,�, ' a 1) MINE40M EMBEDMENT rX TAPCON ANCR09S, ELOV PAMUMKTE� AND OF YAP-CW WIMR� INTO UIE ,�� U-6, FLORIDA BUILDING CODE Clugh Votocity P14,Hto" ZoTNO) vll� - �_ sw�____ - - - *t I ___ * . BLOCK Uftq SHALt BE, 1 1/4-, ,� I t. li, �V XIM �v 20 GASr GALVANIZED STTFL S`rQRM PA14EL I Z `* NO.4 " 9�2) CA"-N & SOUD-SE' ANCHORS SH&L BE EMBEDDED 2te' INIOL THE COMrafTE RLWK GRr NO rM 157 !� ________,___% — --±=!A : S P--. Ora STUCCO SKITTL RE PERMITTED '14- 0-20 SCRILNr USSR $.ALL BE W 1/2- LONG MINNUM S�KA14 DO � -, OY/ZVM = .,C. � / ` EXIST, AN* 1' NOV" FOR WAIS �Trl DO imero, - *1 I I . - _711 111016COw, X , ILOBAL PRIIECTIGI PRODUCTS, LLC, TIME � STIAT I _19_'� OF 1� S S ri-x 1 4-T - ,W=.,* 5 VOW � Null, `A,'� 'ZOR DT%... - " TVS! ��VEWVW�o 000�Kl�v C*m� IL, '. . �� 10I.-Ont-l"A ATo (QW,M5n1 20-176 a-01rit. - -at-'.'��,S I �. I - =`=r11f;A,1111 - . i — F RE T W-41 DR." ** VA-00101III �—�J "AL,,Nv,M,utTT,N-4 - - 11. "I'll � � G% *W � arn I a, ... 3==_ _.___ - RFAR707�___Zt �11, e. MATERIAL CHARACTERIaTICS-AN-0. FrECIFICATIONS: Shall be strictly In ,accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P,.E,D.), drawing No-29-170. Anchor specifications shall be aslinditated on sheets 1, 7 and 21 of ' 26, of Product � Evaluation Document (P,E,D.), drawing No, 20-11C 7. LIMIT"T ONS AND CONDITIONS-OY USE- 7A. Shall be strictly in compliance with General Notes No� 1, 8 thru 14, indicated onsheet 1 of26, as well as General Notes # 1 thru 4 and I I thru 16. indicated ort sheet 21 of 26 of Product Evaluation Document (P.E.D..), draw , Ing No. 20A76 prepared by Tilteco, Inc. and signed and sealed by WalterA. Tillit, TIE,, P.E. 7.2. Product May be installed within HIGH VELOCITY HURRICANEZONES as defined on section 1620,2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structure& Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License No. 44167), President of Tilieco, Inc. (Florida, CA-0006719). W01.1. D� � TI � TECO AD M ON RECORD$ A P. E � REPO RT_ 2 0 � G LORAL PROTECtIO N P R OdUC I,S� LLr_ 1 2 0 0AGF ,GALVANIZIEt) STEEL STORM PANELk DRM 4 P0,17SkII 20-072B.01 F 1 2.0w 4_ ,�',' '�_ I "I I _�� 11 � , fAlg�� #NO,I? ,,-' ,-" � I W/ 4WEG Eve-c -,, II- �, "� 1, ,� I I t I I `_ ft�%r ��,' _� 7, 1_� .1 ,,�;,, , ,,� _- : ,� to'Ea, _� - A-1-1, �, ,S_ � - , Z, , - , , i, , A9, �,:- >� �- ,�, , /Y ,i��,,�,-�-4=—�, -, I , ZI , REM"Ok, - - 1, _� Vff _,� =�� ROUNDED CORNER, a ENDS OF PANEL'S END up, W/ HEMMM COGIE, (wllls) 0 2`17"Xl JA* AWAUNIALANU WALUBLA, TILLIT, RL, 111. fiftecOgNol.rom PROD.UCT FYALMAT_1Q_1N__REfM1 MAU' ti,TToI,N� MIII� 1 FL ��,A. LI-NO-09,�5M RtPORTNIO.- 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Parrels PRODUCT NAME. 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. G1081 prouc 4800 S.W. 51 Street Davie, Florida 3-3314 1. PURPQM OF, EVALUAIION, This is a Product Evaluation Report issued byWall#rA. Tillit Jr,, P.E.. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter lito. 61 G26-3, Method 1 D of the Florida Oe,partrnent of Business and Professional Regulation, This product is being issued an Evaluation Report at de$GrIbod herein, and has � I been verified for compliance in accordance with the 2= Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at -least equivalent to that required by the Code. This Product Evaluation Report,shall be subject to review and revision in me of a Building Code change that may affaciffs limitations and conditions X._BffQ_1_5NQ�ES �T: . sheets 1 thru 18of 18 prepared by Tilloco, Inc,; signed and! Tillit, Jr,, P.E,; dated 07f2712020. This drawing isan ir Evaluation Report, _3___1-__ - — , �-_ �-� �.167 ----,F-- 3 , 7,,�?_F--*,*P��_,F 4� I 6355N.W. .16thStreet, Suite 305,Miluird, Florida 33166 -Phone: (305)871- 931011 MKIT "I I - ,� . - 11 � - A END VQW-em" '123, 7�1 ! - I I I/Co-20. i , INVI - _,VS`7'_,N Sam - i R's moo W-qw 0 - TO, AAMM A � I � T., -Ox I - i/v -, %/t,S& J s,& Sm AWTED - TV ANDLE & ", 11, 1z , Ir PC, 2.0 I Go, � � I I L, ======I : 'IZ:�, � I '____-$� U__"_ ----- _� 1,56e I � �l I I . h, I !0: ,_"� � DEPIN � i I I-- U411 . � � � r � --t,5ool- i 1.10� I '09, Sa � �, D".W I l__r41_ I- — 7— I ,�M-_ I - (�) !e-11AM (� *V!.� 0 . 1474' ....... - __ WRE - ,314, DIN, f I 11, " � , I , I _ _ I , rpm A - a - , I I -,-. �, , ,-,To' I i , - r :r,-,- - I � n ,�:I, I_ - " -_ I , -, � - --t-7 z7O 1 � I I � 1 1646, - __ ,_ __ I a I �l ,� � " _ 41 1,111I _r I ; . i .0- 31101 I f ) I. 1 I' _, �_ 1 1,OS3, , I , � I -, 1 �' � i 11 � toll V - I � � I - L�_iii.__,"_`�`_* �`*, ,I Dtr . ��" L , ., ,,, � � I� � __ , ."I' I ;; I - I I- - -- I �Dw' L_ _ - I I -, I , , , .". '40, 'T, I — 2 11. _� I 1 — (�) I E& -��__l _ "_) � 700, - (�) m-MM-60a (9 3-/B* *r TRACK t-ORV :�.4�6 Z,144& �M-._ ,I - � �_�,_- _ e , 1) 0!H,uiIMN,I Tlti7N, 1, __1 \ 1%0' " .. , I , " �g� I I 0. - . * * A/ % I _Z t .1 ,_ 19 � I ... - - - 1:� 4r - _ -1 P t _ f__ - I '. \Y I �%' f __ � - 1"____`l , �, , - � N �, 'm I - 14 , plj�. CENS. _ 1375`0 , -0 3-,� � ,, I , ' S I .1 &GS Z . t- _4 ,� 11 I - 2= -, 1 7 ` S I . ,4411D I = � ;�� -;; �,) .. ", � I �:ii 7, - �� .* ii__� =* , r. , � � �k .,.--,-----.i , = � * . - , I W". � ''I'll, Of �,O-j � 1'� 'm of PANEL 1-01 . 4�, *P`2O TO=, M I _ I - #iCat - ' 5 "No ITT` li 4�, r,25- 1-1875. � I 1 q, O� -, Pt T" ,�,e - ____ _ " M A 1�r - � - 1, I (� KEX fl" " �X`, ,� , I I ___ 1 ,5, - � �� " rj� , ?.n - '", \ ` 'If � , TIL-r-Ec 0 IN. &&I .4 &T-eAM /0 L - -,-- ""? I ! e - ol!!Ioa ,- �_7_ �_ ,�TERMTNQX LEE *114P BIO W)w F-A K 0.2'k MONOUT-0; NASHV? V/ AWITIONAL �7 / , At,T pvo$R� - 718`4410321 v6MIR (SM"U.SS Ax SORLODWauRvIvOr - CA -VOW TO SORL OR MTAL PLAITS SIM), *!��A,r,I4 ��%�� . . 0 - ISO`- - - I , , ".. , , , , 20 WE GALVANIZED SIM STORM PANEL - - LOBAL PROTECTION PRODUCM U ; �PkOIDVCTEVA1XAT10?tRUQRTNQ. 24-4727.0, 2 1 1 1 1 1 22 TfAMP-0-11-ft- Large missile impact toad tests were performed underSSTD 12-99 standard as Pat section 1600A.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-3X Test reports prepared by American Testing I � Lab of South Floirlda, Report * 0814�01-01 dated 03JI 1102 witnessed by William R. Miehn'sr , , P.E., Sotiz Moroz, P,E, and Henry Hattem, PTE, and Report No. 021 9.01 -69, dated February 25, 2-00a, signed and pealed by Edmundo Largoospoda, PX, and Henry Hattem, P.E. Large mis'Bila impact and Gyalic loadings par Protocols TAB 201 & 20 as Per section 109.1.2,of the Florida 6 I Wilding Code. T061 Report prepared by American Testing Lab of South Florida, ReportNo. i 112,�,01-10� dated November 23, 2010 ad an , , _sIgn , dsea led by Julio S. Gonzalez, P,E Tensile test report No. 9CM-198 by OC Metallurgical, InG., dated March 13� 200% signed -and sealed by Frank Grate, P�E, as per ASTM E-S and Tensile Test as Per CIC Motallurgicol Report No. I 0KIM-1 31 8, dated December 1, 201D signed and sealedbyJairry Jaciofarro, P.E; as per ASTM E-8. 2J,,SVWC_WMfNWXE6WNGi CAL I VUUMQW On 24 Gage Galvanized Steel ziiarrn Panel for maximum panel length vs. design wind load,aswell as maximum anchor spaiaing vs. design wind loadand panel length based on rationaland comparative analysis, and in accordance with section 1604 Of the Florida Building Code, ,Calculations prepared by 711teco, InQ,, dated 112/1B11O and 0812,711.3 (for this revision), signed and sealed by Walter A. Tillit, Jr., P-E. -1 ILE 1M T RESISTANCE, Large missile Impact under-soolibon 16001 .2 of the Florida Building Code, as per SSTD 12-94 Standard and TAS 201. 1 1 4. tMND LOADS RES19TANCE: 24 Gage Galvanized Steel Storm Panel hasr been verified to sustain wind pressures, Maximum, panel length shall be as indicated on sheets T3, 9, 10, 1 1, 1 2 and 17 of I a of Product Evaluation Document (P.E.D.), drawing No. 20-175, Vaxlmurn Anchor Spacing shall be as indicated on shoots 5, 9,, 10, 11, 13 thnu 16 1 and 18of 16, afFroducIf Evaluation Documenti(P,1E,13.), drawing No.20-175. 24 Page Gailvianized Steel Storm Partal has been Volflod for code compliance to work as a non -porous storm abutter assembly, as per $= 12-99 Standard. i"AMOIJITIIIIIIIIIIII41. , _r4 % , ��, , ., �,4�_,/� % T410: V14 - i M14111 .. I � . k -1 _1F_ 47,_)�O'Ns�,.-.?, I �'�_ �-7-f-f-7T_ - 167 * "a , 197- �_E_�_ , 1. /S . - S . OC 11 7/�Iz _z �1' * 1* . - / ,/ . I I - I - 1. '. Z I " - .. . ",�,�` 11 , Nillitiox I I PNOD1JaXVA1,UALTMkUMTM 20-MOZ -1 , , I N. In 11 flabon shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), ' drawing No. 20-1 75. Minimum separartiori to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 15 and I a of'l 8, of Product Evaluation Document (P,E.D.), drawing No. 20-176, $,,MATI�Rt-A-L,CHARACTERISTIC"ND.,Si-L2PECIFICATIONS: Shall be strictly in, accordance with General Notes and Components indicated on sheet I and 2,of 18,'of Product Evaluation Document �P ,E.D,), drawing No, 20-17C Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.O.), drawing No. 20-17t. I 7_WMffAT_1QN_,%� �00�NSVf_UME' 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated On sheet I of 18 of Product Evaluation Document (P,E.D,). drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit_Jr., P-Il 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as definod'on section 16202 of the Florida Building Code. 1 7.3, Product shall only be installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Walter -A. Tillit, Jr., P.E, (Florida License No. 44167), President of Tifteco, Inc, (Florida CA-0006719). WATILL D:t TIL:TPCO ADMEN RECORDS t ?� E. REPORT,2t uALVANIZE0 STEEL STORM PANEL L DNWG # 2OL-1 76 l ___� 1/4, 2/4� 3/4, 4/4T 515, 7/5, *1w/10, ZW/10, 3W/10, 4W/10, 6/5 Sw/lo, SWIII & 7W/11 + - �J: W__ _-Anchow FOR tONCIREIE SEE $cREIRLE GN sNars a III S____ -_ _,- - r I MIN, , MIS WOW SEE SECTIONS ON 58MIS 10 & It ! I' Mitc- I . -, __ . .1 6 0 1 � 0 6 __ 91 �= -, I i _-T --- T-',-- - _ - -_ __�_, - , --I D-M4� (D� (�), I--- � --I- -r--7-- 7 -I,-, !7--!--T--v 40�---, -, ---,-- � '_-�F-T '-'--I- --- -- I . � 9 � i ; , � 'y'—, I I I - I I -, , I I 11 . , ;:� I- — . I - --- t- �� 1 6, t i i � i � (�),(D- (D+@ - I 1 � . I � I I 1, A i I i � I 06 q 1 1 7— -, — r t I i i T I , i i i I i , �W] � I li� i ; i I I i i I 1 L I I I I I i , " , I I I � , I I � I � � 3 I 1 �. i I i � )� � I � I I I I i I T I � I � A i I i � � � ED �-, � � I _ I _. __ 1 __ � _ , I ALI __ I , -1- - i_ I 6 , __1�111111_11___ __1 � - ------ - I J _._ - - "PIP , , __ - __=IT- I—- 1-1 1_11_1____(____1 T_Tr__ , - -I- -- �T;l 0 - - _t,11�11 -,--r "iT__-'_-,1__ � t!) 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'N.1-10I 4r.is �-, _� I I Z I., 1, 1-O COM TITCOV, NO, - FR. I I' No 44161 1 1 1 20 GAGE GALVANIZED STEEL STORM PANEL CRT" Cc —_ SECTION A - As- *'� * el=�_ * i 1'5��__.�_ -_-----% 07/a/ung . GLOBAL PROTECTION PRODUCTS, U.C. ,Nv_ `�___ A113S. ?_ - 1�1 11� -T-Te _C0 / IL \ � , � " I N. , AM r1*1 61 STRUT — � .� , .� - � ", ""' 2V " -, � I'- -- . , , , FAX� ,T,:,� � 4; ,, � ,, pNNG, W,,M. oC,4M._N,C, 20-176 � `,`��"" I I AIL - - - - - - - 7--r -T—r- R _N _.T — - — . - �__:_ -1 A a-., P't . I - I - _��.-_ I .4c-_11 5wrt � P, ;* -----= w1i, �167 ��', . � - I - � I _+0 (1) (1) = U) 0 —Cu > (1) _= .0-i 0 -a L_ CDL 15_0 a 2 = 'a cid -I...a 0 -0 a) -&.-# 0— il . a) -= C CD -0 0 C) `0 _= _a C: 0 c "O c- — = 0 W ig: cu = 0 1pz U_ ,+— — CU . — Cn 1E a) &_ a " 0- �_ C'nu -0 40- = .— _629 W 0- < I 4 Z Z W mi MI , , I" C"411 = /_ C%%l G = . CY) 11 = = >_ CIE tj r� = I., Cn CIQ qMF_ -00' -1001, CM �-< ..; LL. Q_ 44 , - c= - V) Q� " _= C= Cc _X Olt cli �2 . CIA . W _= (D = n. 4) _= = C= - := TCC 3� M (a . - W .= CJ CU .a � = = i;: .T 2" -1 a .0 a 0 C.1� � 0 — -, � ____ INSTALLATION DETAILS FOR '�[Q;1.111,111J� I ----- __ .. I- .11, I'll . 11111ill 1 l'i J . 1, E _U "I'll I I N DETAIL$,,_F_0R REGULAR PANELSI) & 11A INSI,AUAIIQN DEJAI FOR Rtfi" PANELS(l) & Iff) EXISTING POURED CONCRETE OR CONC&Mai" &MALM ... . ... 04 AAMEJATE T144LE 10, OONOI VKNORS �-�: � VAUD FOR REGULAR. UFE AND E-Z H" SMW ffiffi-M& I 11 INTO EXISTINQ_POURED CONCRETE OR CONCRETE EILOCK STRUCTURES 0OW-9m A104M � PUIS OR of W-Ow M, 11 Mili-Rr-1; . __ 1-1-1k I ____AWNUOR� rM CONCRETE SEE SONEIDLU Oft SVEo 2 � , __ i ", _T\ � , , : - NON! I �� SCIAWAr ON SkCirr a A, 9) I . W WROARIX 00 , M91.1r.01 A) I , , AM DOW= FQ0 WOW Sm SECTIONS ON SHEFT 12 __ __ - . __ CONCIRETE BLOCK i � ;1, Mct, ODNINGYc *RCN;RR '%�" a , �� MWIRE&I I _____tV.111BI:40M 3 1 _NGoV;U A) ; ,� __T__'_,__1_________' 'r, I / I, r "tTu';67� I I f-4* � MOROD =RcRM,W>NRC, ! Amlem I Ww. 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(SEE slw ORIOD, I '"I""O" �, � r 11 L � '� 'I I - , -*ZW1W4- SS, SVLT I I 'MA 9) .; _" M 0- MQUANG 4 I 11,61 I 1111011101 W.M.) � %��7_�, / , � ! -,, 7 1!�4 1A ppppp ___ W 11 A=Mx out ,: I � I - r : I IN/ , , , , .0 Ron - I ----,-- _____ _____ --- I -,. � WAMLMLKr -A T IM 'i,l i � /O � I r � I � /oz � � CONCREW ANCIIRRS _-, W%,; __B., _,VOL i -1 I � I - UPM14".1 WAL.- S/e.; I , ovvcm WYNN_ , , I 0 I2 ,;2 � $ME 3/0-1 WALE 3/9-1, 3A-f, i PPOwAI *VM .0, - X _\_�'I'l-I 'Z ;-`n� =t . � I I I - I � � CONCRETE AW*QAO � (,g"&'S0,)""" 1, t/4- wxlw �q a) ...... _'�', -,--,I-- ------L- "-. - � N� FQ`. or M 141W ;R"Nourm Ane"M WAND" � , - - W semew ON I I ; t � IF E-0, - I= DISTANCE: � _ rmz; RIDING * NO I' WIDE . VRAM s T/S7, E,O, - E= DISRIANCIT, � W,�n (SM smag" ON SHEET 9) . �, , - (DING I I I ! , _r 0 DIM an - 11111 111111111111111111111111111 I (Sit ScliEDULE ON i , - W-W i "16, SEUMA-Altu.) U) I - -, IVACX ALUW TUBE OR I' A I � I AR i 1 �11 - EOVOG MRICC�, P.1 0000 PLATE IA&EIR I SHEEVE a �_ --- SW I orfoa=, off MOTIM" C'.'N 1 1 A Smt 3/31`�I' � I (Sa SCHEDULE ON & 9) 1?__\ .Vlo�l 00 4010IRM � . � � � - `_�,_ 11 , - � I - - I I I -\ T --�--%�W. ...... ,I SHEETS 8 AT 9) : �w /--`WOOD WIG I _9XA=11O"` ROURBO L. ICU I - r�v \ / O"0000) I I 6 I ,e , * NEW I' INDIC . OAKS . 1/4' , I � ,I I It I ;Q1 11 1. I ,�" f I � oi�w ALUM� TURE 09 I' . VARID. I A I i \----./ rn I I 11 I - I T11-1�11 1 4 ... 6� � � - - - " WO N0V_M&Z1A0#WaQL1IL_;=QN$ . r A P. r ADDS PLATE SPACES � � 10P & SOTFOM INOUNDINGS CAN K I gT � WIND TRACK i ,,,r'�" 0 1 , , " � CONISINED IN ANY WAY TO SUIT ANY - wift i , VW :, , " IMFIM i 4 T, 'T� LONCRETE ANCNOMS Lkeww , ` 'MM01MION" TOP & aMOM MOUNIVIGS, CAN RE , . tw Rolm" ON �� ," . SCALE i 'k At COMBINED IN ANY WAY TO SUIT ANY . 1 ?,� " NSTALLATIGGL 11- SCALL 3/16-11 -CALE 3/5.1 - I"", I I— ----I—. EWE'" a TONO" 9 11RACK C."L ", LLI '011SAWA M. //I f. I , ___ , - I I I'll, �� ...... .. ! - ,,-,, ,,,, � , " INSTALLA11014, !� � V. , �.,. , " " . � �, , = I -W - . ��N. -_ - e -g-v, - ,- �' 1- 2 � 777 2L�Lm o ... I , . I "Ir— q I I I , � \_,� ` ,,,,, &� ,�,,, �z I P OCEIV, -, � _ - - lkl�'111 ;":3,,,,, 4*,", `,'��-,`�,'�,�`,,,,� - __ , 'LEJ , � . FLORIDA BUILDING CODE (High Ve , FLORIDA BUILDING CODE (Mgh Velocity Plurriaone Zone) � "WING .NO, uVMTR � 41 . loolty IN ,, Cone zone) ,, , -4V4 - " .-�, - ,,, . �,� FLORIDA BUILDING CODE (Nirgh Velocity Ong Zone)l COT-LME &I tv -.-- - - I I—— - � < =; 6-URE;L , �- , , �_____ __ - - --I---- __ ___ - I I I It2 MITT CONCRETE MW n, 69 A . "Im XMI101 ON, TIR -, - ,-, �, 11 -T J ,O540 ftim. MC, -ALVANIZE0 STEEL STORM TR * - OLOBAL I% - I * I- ! S , \ GLOBAL OM " - *'I - _,�L / PROTECTION PRODUCTS, UL. " I - . '1� Z -q,., S Or] -; - 4 �, TO ,.�- S ftw , Z I . ANY , f-, ,,�� '111LIECOint- - . 11 * <�c- - - - r, 47/01/1. - DD. . � w1u—A. SCALE 3/11.1' - I - - S �*�_5 � ATE rt, H>�S;�_----;, N PRODUCTS. LLC. "N"e", (SEE SCHEDULE ON ar GLOBAL PROTECTION PRODUCTS, I.I.C. ,�, / PROTECTIO `�� I am, - - I I . , !I-, � 11 -4905- - 'in ItBuma'k CNOMM*" I - , &Xk � 1. , I WrIm — _C�. \ ,P, , ''I I 4=113ff , �_,_ , �� "M AN, 5 L,MF-M 0, ,�, 'N.W-11111=11 50%� INSTAUATION. It, , Z V151k.- ORIP... , .. " 4, 7:7�_:> ILIECO INC. SHWI 9) CONSINED 114 AW WAY TO SUIF , Z REWRED. __ �_ _ __,. i ,__ �. 1 =20 7ITTBM W_ 20 04C GALVANIZED fp- — W-RIT, 7F __ �,.- Rroilk 20-i7s . � - -1 .1 go 44167 &AIWV- f,Wft' J05,0080-160, VAX BC.RS � � Z.- 3 2 RBOUIAIED� 9 INAN ....,, "`O Z . NO 44167 % S 20 GAGE SALYANIZED STEEL StORM PANEL S . 20 GAGE C PANEL I r - STEEL STORM PANEL . a I—. __!!�w _±� �ol ;Z . TOCRE � . * . - CAMN VC __ 9Z_1__ F-D. - ED" DISTANCE - RES.D. = �1� �� * Z Xil. SECTION- X-X = 'MR & SOMM MOUtIMNGS CAN " �;�_ - W, =t I I �j�. �� I, ".�_ PRALI ORMN , 21;1-1.76 SCALE a/8�1 , �,v "t, 4 -176 ,;k� �� _,%r,r-,* �M=,V" -1 -I M-noL W (ft.w-"M ,,�Zsi:�X.T-��Q - V 'Onlot MIN- -.1 "40� -4 I"OONC-1 (a.)WO-IIN't O'"NOIS-041, 20 AAM , ) , � � - E2 _,_ < - -E " � _Tvn-�-A,No�,� , -t---'T— - TROMMM W I CA-00W19 I i iiii:�::i�-.---r----T----.-T----------T _" _!!�111 V VK_ 11_ I &-com", ----.I — � " 4�.f I - ___ 1 ,,,, i � , — , - ,0LIRB A, I - A_ _AGR,1VQNATVRL/4GC OLTM . 'tti I : *11,10 � I - . I I li � . , , "M 4. , = T III!,11.1 E=1 _J 1-11 P.L -. ,21 '4�,. _L,G_ft* 4116- . I — _____,a2ft a"t .4167 ::�_ �-!4 �-_� — _ _ _____4___ 2M - , v, B OF A10 — — . .�� Sil ��,.��;_ ___1 a-0005119 SWU , OT 26 1 II NX_ :n! ��M i—L.��:��:��:��:��i��-.��,'.��]��i��I . 7�4 1 _L . � a_ _.L4�______ ,, 11 ---", I . - � SHEET NO, SH 1.0 __ I � - IF — - I—]— - __ — — - __ __ ___ ____ - - — — - — I I I I I I i - . I I I : I i, , I i ,, � F'ITIR 11 11 A, ,,d;,1VIi 1. vid i., I I ,,, d I i 1 1� h it, I A I , ___ I ON Sw 4 tiJ bM, 1 EW.Js�N"39i` I I I I I .s�imaaa € i m a WALL -AND FLOOR MOUNTING INSTALLATION SPLIT PANELS P� 8M' "52.V p I -7&4 „ .� ✓Zk6WtFE MaSkw THE :CIrrRVt "1 laEl a t 91 ! I__ A{� ��-g I .` '•� 2' '- (TIP- TAIL 1 °-rg + Trra 79MM } ILLP-TH-11 -1 _ t] t rp 'Mw aln r ._(iIM1j.R 59/BaTW44'TDrROEATRAiAiKCR&IJrW _^�� X mRVP RfMOJ. a' C' 4N. EO1', (il.W3./,rgtAa iTiARNlfOtRr rat!, a• II I ! iII Y (S '4 � .. gSttoow�i FVNtt v/a-9` Mmc PuaFi. -Jx' Mlmnt t D691Wl RTL93t61L RATY# UISATN -406E-T4 +Oar sOeiluLF W Tpdg 4xE'T) 7• .._ 7 N/ �Taalft• fgi. ��J IUD &agidlX .ALTO ,b0, NEL 'ro Ya WIT ; r _ ,- -, .'� ()) f/4P~NA N . W. A Pa TA N . MALL TO,A wmw �S �06 t Y ptwo., {s ELSE 4 tORSLAIt a4Im"Oex9 MULLION SCHEDULE #t4A, MAXIM REWIRED WTI, SPAN (Ft,) ' TUBE MuLuoN » ic" ANG110rT3 S QTE bag) > 4'-a" To 3'-e` 2'. 4'. 1/6' 091n; "tbx. pA,E1 i M ni RANG 2' aDTiDHp ,. 1, s a TO 5'-10' Z• > W-10- Tit a-fY 2' x 6" x t/e' R9Xr r x UP T6 i p OR A.S_D Iy�rGN PRESSILRE RATING « PAERAU,MiL TO u�ORWMy�P'S LENGI�N. OR)EMEa S£CTIE)N i SCALE 3/8-1` NOTE MUL'JON CAN AM $E 1N94= Wf0 STORM PANELS ON TOP WOM SO THAT IT 6 LOCATED AT TOP OR BOTTOM OF OPENING. PANEL OPEN€NG Wf TUBE TOP a BOTTOM) I Z.. .# .1 _ j 1 ro R p i YX NCT".t�'�--'J� f � I iY.tt:V `.1�E SYC2541•NN 9rIXTIT iatPi�#T.SsrR°iRi rto I _l..:..t I.s.._. i K,.1T J. - �1......_ :.L s I�IIIII I,►��I1 ii I { S 111 III 3� �I. I [ i I � 1 I , � f .. 1 I t 1 I i 1 I I i I' E I• ) , qq i I r z I)1'ifin_ 1 1 1 I b ` 11 1---.N+. iWLLi6N Ifs, ic M1AL*+ RS CT10N Y-Y 3PL�I STAR P . ELF ON :SGi4i 1f?•-'7.• .pr+ SCALE 1/6".et" INSTALLATION DETAILS FOR REGULAR PANELS(21 & L INTO EXISTING WOOD BIRUCIURES iA1kNAN, Ms era4 N amE ±MA SUAaa s to ki fP n4WrF4(imaAa(aN Tl4w Na4Y) rat. r ac --�•T4 EIIKiN4 SIP 4'4iM Nh,4 MTAmv 11 -"�, � 4 „�GDkap<atW ,iI I .�:RNEiaTTA:Ai7mvaar c _ I Me, FDNfMKAa+ 1wt1 . w4T-T4 /a L9R aAaiiNX R/ mm T1No�:TR iA1pb a, ra1/}' .p4a A CaeWp R/ t to ♦4l as t ) 4A. �+ a M LR4?Y &P@I8 At H9rAK • v 1 1 # F- . A4 pTFTRG W W Yf I NW 9 ,IA' TY' d .3 • !MM s I'd i 1 rl f 'Q�• MW , 6 i .alaL r — ' .;� sTw 1 v 1T,A R n 1/C at I 1 1b �a4•C 1 i - i a - 1 € o i) to p �` 1 ! A WALLMOUNTiNG !` INSTAL! 6TION - ALTERNATIVE 3W Ii,`#I as f 1 ! q�11r I SCALE 1/4- - f' SwF. I t j' YA 4� a Rp rrlmr We i NMWND xp THRn wartP T a ,• INSTALLATION - dY{�R�NA fWBUILD-OUT MOUNTING _.m SCALE: 1/4' m 1' L(•NG h FLD )R MOtulTl#4G ,WALL R FLOOR. MOUNTING WALLyOUNTING INSTAL:ATIA.N - ALTERNAMIE aW.LTERNAMIEE t��N$�Ha��EAW (SECTION AT TOP is WIRED TQ +55..5-e7,O vm, SCALE: 1/4" = 1' RtSTALL + illtE iW ALURNA KS-0. DESIGN PRESSURE RATING) SCALE: 1/4` - t' SCALE: 1/4' < T' u 1ry" n Y � Ill r a FLOOR MOUNTING NOTES p T /11111 INI'4.TAUMON �'=N 4jW • "!!01111 Il(SCATS 1/4 f' jylI1. INSTAL AMONS ARE ONLY VAtJD FOR BUILDINGS WITH AS,D. DESIGN LOADS �� +..•, " P• UP TO 455.5. -72.0 zJ, AND PANEL'S. LENGTH UP 'TO 8' -B. :E EN P S� : �� S ', ti� FLORIDA BUILDING CODE (High velocity FIuTTiaan# ZonT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 50LiTt4I•;.RN s. ,• -. - PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL = NO, 4167 '; .. oPGza ntrEm. ° ' 20 GAGE GALVANIZED STEEL 'STORM PANEL Fp' NoDR CDMB}NAiTLON of i ^rioNs: =. •a', ST OF _ ^ __. --ECOiNc GLOBAL PROTECTION PRODUCTS, LLC. Penn, 31*1 a, mr1w TOP & BOTTOM MOUNTINGS CAN BE 'i�O,c ... L {j1O4';' "'% "fir..-y3 T6cfRTEsnN6 a aaeNErnu(-"n LnNPAMr 01W_ FL =1 '• 20-176 COMBINED IN ANY WAY TO SUIT ANY �,, FS '' G NAt n.. '4k`j ��+ �* - n x++� RWNG (ast)�v-n46, FAe (esi)eea-s»t owi INSTALLATION. �t .1-1 Onion; ry/flnJ N/ItM g'N' E E WAITERM — HfBTE - - - SLEET iD � � cowA tE ANCrWRS CONCRETE A€iCHM FOR CONC}ESE ANCHORS; SIX SWEOWF ON SHEET 14; (SEE SCNO.WtE 6N (SEE STHFDULE ON'"' FIX( WOOD SCfE4'(: SEE �ECI" ON Et 13. ;. SHEET F4) SHEV 14)q..--3'...., 1+ 2) 1WfR1.�1 k/4 2/4 2A/4 3/4 GR 4/4 1, 2 A 1W/15 3' Max. POURED CONCRETE ` T^ Ash' ~i• g __v. . Wn '�: .600 �,25D` Rf4WRED. 3 �, ,5W .1 •ZSO' Ilbx POURED LOFKRTE ,tLAR d v f EWAREO 7 ) \ I rSFF SMIDWE T I I..SEL SCHEDULE ( - T._f._I '- I 1 -i T -�I ( ri E �jjr - (T1 1. REE7 T4 I 9ffEi to �L' PA>a (rMERioR (?MEN F.VEi-ll S, PAME1) , + flDro� RAiRljl m nATb I Ime m cuss�i1°N ) TNIGNJ7 5 7JLB px]/ i EYEfW 4y t 1{ f f k{ STUD 0 1p 1/2- 0 C. STYJ .12 {j(( t I/8' Mk,(OC, 1 Mpx {PASS I4�• SCYi r jt4( I #/a'PxtW! SPEL(NNNs 5/6 Mw (LASE +j 7 yi i (SEC DiT: 1/,a)I. / PO V.7i f2 TF2 pF. �.. �...,I. )...s t. f-7._I_.I P_I. .. ...1 _�_........_, .x f.t..E...L.l...l..,.,...... _-�_ ...1_--L..... - I (SEE DD_ ,111a} I I k a $ TFNNhTE w LOOkTrprT r (iWTWgTE 1.0O4Tm �t ri rflR E I Ai ENb PNrI:I S) n I n I 1((sEE pEFAl15 1f14 POUNOR COXCRLTE s 41 d g :n r TN RETE � 1 GONG ) 6 I € I i O.OLN N" §§ i RE0IMED Lloo, € /41 2/4, ZV4, 3/4 OR 4/4 1, 2, d i1W/15 2 & 1W/15 r T I ALTERNATE LOCATION r / I I ON IE ;iAFIS PANEL lr UFE SAFETY PANELS ! LOCATION OF LIFE (SEE NOTE TS'ELOW) AREA RWINDEGULAR N.a- REOUV3t PANELS W/ OR -.-:- SAFETY PANEL .. W/O REGtAAR TRACKS (SEE NOTE 7 (� -: BELOW) • LAST PANEL (S) TO DE INSTALLER AS CONCRLTE ANCHORS - f"- � ,� r„ , LIFE SAFETY STORM PANEL OPEJIRIO StNLI, (SET SCTDVLX — - SHEET 4)�pl ,+WRin wNCRE,E... j. !r, EW�.E ggAABB OPTION f FOR Lj� E. i0 ALWAYS PRGNOED Wf RE;AR NANpI.E L4nL !,. (AM. LOit010DN) .E TO FACMATE INSTALLATIW/ P MriENDEO REWWED FROM LC/aCRETE N+CNTA:S�:"1',� ! OF BE INSIAUEDOR INSIDE TIME SSEE ----E.D. ELEYARO WALLS OUNTJ NG INSTALWO SILALLAt#D i tS28 MOWNG INSTALATIaN SCALE 3/32--l' - SECTION I SCAL£T 3/11' .. I' ,•. SECTION 2. SCALE: 3/8' . t' >`^1 f4« Mtn wa . 4,ry .7't..s. 11 r. ,,,- i NtlTc'S. �� A gry_�iSQR�.L:AClcL...4�SEN..1®5TA1JATtCN : y T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PAN€L (FIRS' OR LAST PANEL) OR AS AN TATki6hR. PANEL (ANY PANEL LOCATION IN BETWEEN END PANELSI.N,LTflR4s,E tfMA11LN LIFE SAFETY PANES MAY OR MAY NOT BE INS/ALLEO ADJACENT i0 R£IGULA4 PANELS NOTE r) AT maw (W/ OR W/O REGULAR TRACKS.) SEE NOTE 13 �w��'+'I' pE33 pp 2. UFT SAFETY STOR PANEL CONSISTS OF p:03B" GALVANIZED STEEL STORM PANEL AS SE C T 1, L3`-'O PER COMPONENT, 511EEF 2 OF DRAWING, SCALE PANEL ALLOWS ITSELF T3J32'-T^ THIS O BE REMOVED OR INSTALLED FROM ;HE INSIDE OF STRUCTURE, J. up -.BE PD P AS -PER— T 2 D . TO D AWIN COMPONENT 90TTOM TRACK TO ``Y`g1dTN11 •• •••,` COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLIOWINO SECTIONS 7 8 ' V�� THIS Y R":' 2 ON SHEET, AS WELL AS DETAILS I a ON S%EET 14. ti�,ENSF �� • V FLORIDA BUILDING CODE 4_ Mr.. LENGTH FOR COMPONENT ID 5 15' - y. (High Veloclty Nu cone Zane). - NG• •" s Aa010 R1LL'0. N!C Mar. ANCHORSPACING FOR COMPONENT AN HORAO AT BOTTOM iS. GIVEN - P.P. _C WL.E T & 2^ sNEE1RT4, C E 3 ' 2O GAGE GALVANIZED STEEL STORY PANEL COMPONENT MAY 6E PERMANENT OR REMOVA&L^- . SEE TETAkS MR NSTUAnpN INTO vroaD FRAM€ Bu3LDNGS ON s. "- °9'.. V --------�— GLOBAL PROTECTION PRODUCTS, LLG. wfXa/2ma -,,a oat / TILT Ct?IN ND6W.Dt 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE TNECESSTTY FOR THE IN5TAU,AT11ON OF +Y hut' •.•••. LhiJF TiST1NG a Cr1N11N{Epiyia T."OHN'A rMWa. n 3]]1A A S (I (.)A}-+`.±± ay. Aq. N1-M. JaL wepM a4XA,R n usaR Rom: (4s4)N1p-75ea. FAi (as.-mmT9T 20-176 A4j✓tFlJ SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO. fTCCO/YNO00 BANDS. HMtMA#tRl ww , Pml m A Pr.=(MN b!e-rra1 a. A, wropM.m v.r CA ,4 txa PR,NTNIG Ne; P,E TE WAY.TER A TACIT d(:, PE MAXIMUM PANEL LENGTH "L"_ SCHEDULE (vADf1 ONLY FOR & IHSTAL#ATa7N5 AS PER SECTIONS t INRU I% ON SHEETS 4, 5 & 61 ' BOLTED Wf 1 fa"4_gyi` S.S N °s: a I IRM 9 (R'MAP G MMENDW Or PANEL ALI iYAL1D ONLY FOR PANELio& N48rgiAmoNS AS PER 6E Tom I TNRU 7, ON SHEETS 4 & $)PKESSLOT To LAND#KIN+ININEy k� A; 71C�Jr�r ? 1:10ENS�c• FLORIDA BUILDING CODE (High Velocft Nureicgna • Zone) No. 4187 �.: TaTFW. NL_ 20 GAGE GALVANIZED STEEL STORM PANEL 4 s G': ST OF� za / P..p GLOBAL PROTECTION FRODUCTSk uc, Pr f D it 4 SO IL 9 C o IMc_ LIDO G.R. 4+ 4 4P �� , �•/ fi'•y, • • •C"'y �1' JAOJ L L��_t_~��,, TESTWiO a GaMPAHY OhWff. rL 33St4 aM. � a. a.. � a�ru 1K. M atNp PrPONE. a99<)Qg4-7N5. TAx: tom! 3 nww, I3my Efl-tsa0 Pw; DON Rt-N a aG-17•F/ V rAAN) YI#IxAT# �g 6L'.LJSNNATVREJOATE �.-P00aT#4 iau,k pAnw ru +w, tk +#R Dit aIN3 Na: WKTEA AiTatit ,NiP', aPT,b,.. r WA ,T-,u -> -.-' 'AKTT b aF 26 �W�J.'€NNUPMAEA�S.DR.E ILL f. 7RN (p.a.U7 Mao. P L£NGni I � ��fiItSN l % TO OtA� (S_•E �4) ? PANEL O�IOnInN 'ry RD iM Ct�NAT6�'. 9F T113, +5o,4t -T2A 1WlapUED v 1r�U 3 i T 43sa -Tap T-s• m n-n uNearEo + nlRti S a l +53.0. -720 sb-6` T4 11 x" Max. 2f1a^ ' � o�RTN & N..3,&, -a8a ,2'-4` OR tL4S 5 t Jx' A. 4 a ,D MAXA5UM A.S.O L1E:5I)N PAT) NA,MIW A,#(ai&49 SP+M:4ip FOR G0. +< ] tJY » 1 � TO I SEfiRCNS / a 1 WkpbUM PNVEl X7f �TKlN ! LlOf011# 1` TAPCOW GF TAR -GRIP t;7YtR-tk PANE,INTE FNMLE D PA!iFL1N€fE RJ16 TO G'E9G€S:IE CDNGMiE ,alxM r9 CONCRETE CCAKAETE taaac TO CONtYE7E G'ETE aGrx W CONCRETE CONCRETE TO m CONCAE'iE mxDRCiE sEs SHEETS ,o a i1 FOR AWpI� trrE a sPADa� J� Bi,rNSAiiaNs xR0 WOOD FRAME aUamNa MNMLS ANCHOR 6PAGN65 AND JIetlNILR1 EtME ipG1AN0E AR€'. pN0EW1TD ON TltlB SOEDLAE FOR E.0.. LESS 7PMN NgGTEO ON 5'Ct#EOtY,E MDf7aE ANCHOR PACING 6Y H(t1TR.YNG SPACT1Xe 5/1DWM ON sGHEOULE aT TfE FORLOWANG FACTORS, NA 7#ES OPiRhRDN TO � POSSIBLE RfD!lCED gMf.NO DBTApRA tA®YO FACTOR 'W/All NOT tE LLiS ITbTN MNMUM SPAOfaT NO0A16a FCR EACH ANGdOR TYPE AT ANONPR+" tEDEAO. A1R7101t TYP[ 1/4'p apom. #14t v 1xr-av if49 RNEtIt� i/43 -f.�S5.1E... 1!4'• LkX-F #/4'• 90W-H[ Tat NgaR 9A/A:PIa 0.) ] 5 1 PA.1eN i D..var seek Lk"d 3 3 4 tR P T(4 + 1 , JP A:a11M1 1A � aRAtROEi FALNOR t/4ID..s/e•LONG BLEOUJGW1 INSTALLATION DETAILS FOR REGULAR PANELS.1 & ,/A'v-LONG' S . MS; 3` 6 ,/a' - rrb 0 a /4 !, PANEL LENGTH!, 6 1 m } 1f+" oc. POR LFJrG1N5 LP m e'-a' Iwx ai STa-1a PAlEIt1A3E F1aNA1,E iD OR ftNNLV4APE yLLiS 4 INTO EX1511N WON STRUCTURES •x k 12 7/Y' 0. C YATH i )f2' M'n 'ifEp u _ � PCNEIPATWPt m 11EADEN FaN ALL LEt/OiT� aP � , I� t e • 0 $ .. __ ..__ 1 '" A O "7 Y ' 1An IffJETWRON nmFAtP�t ' - `I r ,I �r I G NETeX7L 1 1 d 4 r r 9 �k9� WIND /BagO y S Ts &a Lf� 1 s _ A i i 1 i 1 t } 5)` 1 I EO tw i i i T t F ,I 1 I Efl E d I. EO r i EO tl I g I N Y i to L $ ( f i 1 T = I € 1 i WDDp NrADOt -+ r REau+rD ! _ , "m iENxn NnGu um 's• KgN49! j y ALTERNATM 1W Ai 1A711 1 ! g` ( a SEE SKU 0E "? i`M 8 9 e' r SEE SCHEOIA.E - TaR M,x v PO g kMl S+EkT $ f SiYARATiaN 'lgI 1 GLASS. 1 sew SCALE 3/6-1, ) T -TER SCALE 3/8-1, r} F xl r I a qq 1 EO i I- a1R r P I --'. _ EOF ` EG' {t xRDD RAZE ' '. ' 4' , 5J8' L➢4Ki IIik 0 earJT91Nc 3. �I 1/ iMr LOLL' G Y.S. 0 a lfb: tl,C- FOR TOR PANES LE LP m AND 6 ." '� '� '• #qyt a r G ,,x ' I: � Wio To O.0 FOR tENGT)S LIP m 6'-e^ NM, • b i €tt 1R,,4-iG PoWE[.WTE � ON i/D PANELMATE AUS a ,a ,1a" a G I 4CRM a r OG J2 AR w ALTERNATIVE '+1W ALTERNATIVE 4W /a wn THREADED PENETAn N u ANDW0Ti1 OF OastNG WOW PTA1f LAIN aF(Qil+Rf9� # taRcffiIs+ p P#AtE SCALE 3fB.T' SCALE 3je.1' ILL LE ovm VP TG W-W W.. 1 I ALTERNATIVE }yQQO T•`RAME - INSTAUAMH CONDPfliij�#S ,QL ChN NDR{,OGATNaNS NOTE : SHUTTER TRACJ(S NOT FOR CLAW Y 3fe�1" ALTERNAMS 7W SCALE 3/6.1" I. INSTALLATIONS AR£ ONLY VAUD FOR BUILDINGS WITH A.S.D DES" LOADSx`..°^J'i UP 7 ^ �'. FLORIDABUILDING 000E Yeloe 1f a Zone) ( (High Hu G 8 ) TO -r55.5 -72,0 PSF AND PANF1.,5 H 42P 0 B'-II': WOOD Z. FOR NEW wODO FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN � z « ., g ° 1bFE> },. �r e� R n PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N0. :1 •k s 20 GAGE GALVANIZED STEEL STORM PANEL aw,1FWi �,: E K TlGN D sECT aN : �y ^��.: ST _ . �� ,• ..._.. _��. _. ,..,,-:-....-,+.....« GLOBAL PROTECTION P ouc L.LC. 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NJA NjA '. ryfA 6" N/A : 8" N/A. 6` N/A 1 A.k 2 (TOP) B" 4' B' B" B" 6" $` $" B' 6' + (BOTTOM) MAmMUN A", DES" PREMIKE PATRR aaT1 ;'A I (SNUG a 5/9' W. FRWI TOP OF AWAE) TAPWN - aUd 4 (SRO a 3" 1 TRW TOP or;Zc APPLIL:ABLE TD SECTIDNS / & COVE&MATZO.. OF THEM MAXIMUM PANEL ' LENGTH 'L" (it) To .� , '- 9-_2 -51.5 3' 3" 4 112' 4 T/Z" 2 (BOTTOM) 7'-6" OR LESS +52 8 -66.0 3" 3' a 4' 2 (BOTTOM) 7'-a' OR LESS 4551) -72.4 2 1/2, 2 1/2- 4' 3 112' 2 (BOTTOM) r-6- OR LESS +55.0 -710 2 1/2' 2 1/2' N/A - NfA 2 (BOTTOM) Y-6° TO 6'-p" N A N A 3' 2 (BOTTOM) 7`-8" TO 6"--3". 1 1 x .. i x A MAORN AAII f4:d1i W+. P.UIEl L4HGt1+ PAXSSUA Aa1NIE iWa,AiU 9P)HtAM i` (%j NNT1 inMA.S tvi!Y1Nt SEE SHEET ib FOR ANCIMM5 TYPE a SPACING FOR WAL ATRTtLa INTO WOW FRAME WI E09 MNMIOAI ANCHOR S•AL•N66 AND W WW OW O%AN ARE 04WA,EO ON ING SCHEDULE. rUR ED, LEES T1Wi NMCATM ONE $CHEXALE TEOVICE 04CHOR SRACNO BY, M1A-nPLY** 6PACINO SHO" ON SC€CUtE la SINE FOLLOWING FACTORS, FDA 11N6 OPERATION m iE POS9BLL REDUCED SPACING OBTAINED LAW FACTOR $HAL NOT BE LE53 THAN MNAKA S•ACNO VIDICAKO FOR FPCN ANCHOR TYPE AT 410A RS LODEND Mom TYPE T " 4• 1 a f 4' 4' 4` TAiPYRi Cr TTA-.,YBP M R CAUL-N NIP, Am" SPACND 0,L) A 3 3 3 2 7/2 4POa RNAfAR vro4 (k±3 3 S S � ] �� 5 tCa Mm) NPIA Iwi a 3 3 4/2� - 3 1/1 4 . f491a1 EA D11Data; "am i 1 fY- _ No. 44167 c y SILL PRESSURE SCHEDULESPACING R 1 INTO EXISTING �CONCRETE A CONCRETE BLOCK STTT�R ICTURES (VALID ONLY FE9i PANELS (Dik (.INSTALLATIONS AS PER SECTIONS I THRU 10, Chi SHEETS 4, 5 & 6) TONS Y�YtA1Q A�rlT�AN/A.� . Q....,.+. .. vl y 'ON �'�N"t` ••`• • FLORIDA BUiLORdG CODE (Nigh Velocliy Hurricane ions} ND. 41 f Tt � Bl - � a?nD mEGo, Nc. 20 GAGE GALVANIZED STEEL. STORY PANEL rP' DPMk 6r: '• ST E t `" '�yOTiC.!D( ' t 1 AL PROTECTION PRODUCTS. LLC. 1 [E C o INC 07 W S°'° ` SDA aa40 Pe. Sr StRfS r ND a w EE'7"iN COMPANY - €ti mall L EO nM, AaA 4 mx ape 1NrmA± wWNR rt 111N A.iOtii: {g'$AYa46-'+s4W iA,c: t95a a4••4T97 20- 7 1 6 ARIIJEII NIN14 S09fBtlONAPJRE{M'!E ♦ a,v GA-AOO67I4 Nic R, sM..wr DRAANIG Np. ,E, WALTEN A RMD ,� P.E t mY kUW�NA MA%i1RAf AN(9�I+S SPJCIXO FOR EQ.. 3 t/T' +• -_ AS0. DESIGN tARCON Ci TAP -GRIP COAX-1N PAMELMAIE SiMAij ID PAAiiSF#TE PLUS SOIJb SET APPLICABLE TO $EC1IR75 / & MAtlMUII PANEL PRf3iURE RATING (w.L} TD CONCRETE m l WTGRE2 BLxx m CONCRETE TO (YiNLRElE &DCK s0 CONCRETE TO CONCRETE m CONCRETE TO COT#C71flE IDCFJ(_taDG,(�oLN TO 10 CONCRETE CONCRETE TO GONGRUTE ! LO cc To ANT COM8RU71tN1 OF i,EM LFJM>TX l' (R.) N/AN/ANJA 6' N/A G i N/A N/A N/A T {TOP) a` N/A, N/A B" e' 6' � fi" 1 6" 1 B' NIA N/A , (BOTTOM) 6" N/A N/A N/A 6' N/A 6" I NJA 6` N/A NIA N/A 2 {TOP} 8' NfA N/A ) I4sTAL1A1wNs INTO rroeD FRAME s1uilNp, MINIMUM .4XDHaR9PACihA'i5 AND MiHTMUM ESE Gt5TAAl(£ ARE NOEAfiO ON TiOs SG€EEa,IE. FOR CO. L:8 PNPN eNDX3LTED ON 3Ctf'eOtil:L REDUCE ANCHOR SPAc4NG pv MULTPL•OHa SPACING SINAYN ON SO11i4VLE 8Y INC FVLEOWtIai FACTTXi$, FOR1'i OPEPATNJSi TO 4E POSSIBLE. REDUCED SPACING OBTAINED IlSNC TAC`IOR SWILL NOP BE LESS 1kMi InIaIS.iM �AONG 990wATEp TOEi EADX ANCHOR TYPE A7 ANCHOR* LEGEND. ANdiGR Tti1/a'• TAPaN1 •: 6 TAP-tliO r/41 If4Y ,(4'W ife'• _ P'VIaAYi� _ F',tl�E CAUf-Ni ^d`.�-.Y ion A!rDM@R SAtYtK {A>0 1 1 3 3 3 4iEt4ta5TA1Ns Om�y i4',T-.. 3 3 3 3 3 3 ij2 t6a Ata1 ] St/P. Jt/2 4 31J2 #GRIP. id- � ) £ A �C T 0 R INSTALLATION QUAILS FOR REGULAR PANELS�j (� INTO EXISTING WOOD ST.RSt RE5_ I k' P 4-T P : P 19-1 PLUS } AN LU 1 P P A PA4'£LMATE 5 O EEMATE S 4- D ANEL/AiE PLUS d* - ..-� { 1 R 6Y # ,GIN i? t 4 1 "� 6 f 4. o.C, W 1 7 8 1D O 6 6 O.C. W 7/6 1 / / f / I r 1 .'..- { , EO PENETRAR TO FA ' fADfD ESRA P 7W TN SIN. 7F6'd PEN TFDN 70 'TI%4EAOE0 ENETRA n TD WOOD €�Ap WDOO EAGER HL4C£R f W000 H , EI(ISTI)O WOOD HEADSET E%I6TitdC REOWil�6 EX STINC � e - "9 + it A Ir I r / d I 4 L { { k T 7tN`bY/]Y T ae3 ffi' Ja ' `. < ;.. ..:�•- .. ,-.. iBC a :f R -- a'FTG 1El t,,.� I 3aW "9A7Tt ii e e stLo • EYeRr 5M! ewN bniD P Ta'0 $t 4'O.G C / / J 2' t 2= ') f, WOOD NEAOE p EADER _ R WOW 3 � 4 ' ,�-.. -' - 1 •' Min liia. ' REQUIRED t i REOIRRED ED I ; r I SEE SC EOLAP ON BEE SC EDLU f SEE SOHEOUIE ON ,P_E e _ Sim a SHET' a SEPARno, I" /INS W. SEPARAlm F fir/ G1A45. fDR TIC Fe[AS I.. To GRASS ,' ♦ _ { "` -. • MOH. PANEL LENGTH ':. -- - - -", �. - Max. PANEL LENGTH I - - €� _ _. I Max. PANEL LENGni 1 kSW Tfa"A •: (SEE NOTE i) ,fa: h,TIXt R e _ (SEE NOTE T) d ,/a't aOXT• SS (Sr. NOTE 11 / N.3 W/ T � e EVERT U•fic'ALAC i r Li'Tar okYmw - I rf LKRY o.LRAP 1 j _D C � i i I I 6Dx Sp8 SOA pF- %." t , !f I F " OF "L.' MAX 0 L° M I i _ MAX MAX I �"4� p r FFF F 71x3 3P' s3 N.S. W 7 7A' _ JnRe S :. �....� m ., Eo, _ ,.-' I;wIT snn a; - # 1a 1/2" at-. eQ i1T+SCREWS • A 8 O.0 W/1 } 2' 27x4' WOOD ?LAZE ,,, _ J.' _._ 7#-t9 PANELt4tTE RUS 3'Y•4' N9Q0 PEE 2'z4- WOW PUTS J MIN Tmtr"D RFAI!(R£D - REOUNED - -. REOUNED PENEWA11pN AT MiEAh,M}f Puff sTHiF�Q 0 I i r PENETRATION _ T/4'e NAG SCRL39S 0 MID ,WrOTH OF PUTE _ __.g` O.C, W/ -. STAGGERED THREADED 1 1wN PENETRATIONLAB DIRECT MOUNTING INSTALLATION - AATHI McM)EO�TIID ALTERNATIVE 8W s vat SCALE 3/e-I' SCALE 3/9-I' )f ma. 1. INSTALLATIONS FOR ALT€RNANYM SW, SW & TOW ONLY VALID FOR YSt111trI1LH//I/ DESIGNLOADSUP 7O *43.& -48:0 G-e.T. AND WILENTHHAUP OVUM SG TO 2, FOR NEW WOOD FRAME CSINST�IOW WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC 11EN fir 0. 0.55 OR EQUAL a FLORIDA BUILDING COOS: (High Y61acf NUFI.1OOna Zane) S 1V0201atE4V rkC M�< r ND. 41 _ E. . Nrr CFO a_,cOtAN TION c1 .. " - : A 20 GAGE GALVANIZED STEEL STORM PANEL t1 P N_ * : rtp-;y.a. __.._...,.. - - �.�� GTJP4J2a3a. To & BOTTOM MDLM BNCS SUIT BY S7 TE r �r I1 GLOBAL PROTECTION PRODUCTS, U.C. COMBINED IN ANY WAY TO SUIT ANY �:��y'T-'. F +A--�^3c, _- j 1 L G C V IMicKle ` INSTALLATION. iy0 L RVil -�ti' -x, g. „_ Oro t E NO 4 sow . 1STSTrtffT • • •, • N•+ ., - .A ar m, v., o. w, 4Nukn n tripe #kif tav)d49-TSSS.:Ake. csar}apB-4Tw 20-178 A/Jtl/1I Ill/tltk 1 A��.�ff TaV.1E4 A TiLUf�ouwtt.. N I F S ,/Al. LAG a n` 0c W/ INTO EXISTING W09D ��Rl�CI IRU ,fY 19n. T9 TrENEIfM11Gi p}y 70 €X181PNC WOW WAVER e pi _(r I { , 1T �; EO , k ' C01 E4 I r W447a F,EADER {` f t✓) ! t_ a & RFOiiN! �T Yr3 3P` J6 / W9vc TAT1 nL�W sTIX a 1x 17 G.0 ALTERNATIVE i A RNATIYE 2 R }i Tom. � },�• i/a f i' ipAC1ENE `TO 4W,2t 7'O[ Xy f{€skE' iis { SEE S DR = T4 I 1 I �.,.f '•. `I TO M_11v. I OR"- i I EO a....... i I - to L_ I WOOD %ATE €.._•_ _ ` k 7 - : �I WOOD RATE fEDU"ED RfOumm I 4 {{ fi It ti GmA. ALTERNATIVE 3 ALTERNATIVE 4 Tr T REGU I{1 -: 1/a4 A76 go" 9 V 0.T3 W/ 1 €/2' PENEMM" OR €�fi'L�LOW S{A5D wsN!Nc Wf f,. zap ss Ws. a a` Dc. (� ALTI fiNATiYE WA''1�'yd 1ftE cCiN IONS C TIO IL 1 a•E-30 PARELMATt MANE 0 OR PANF334lTE PLUS 3 4' G.O. Nf , 1/2' , t11NEA0ED PUATRATIW to 00STRiC WOOD r'L.TS SOME. 3/a` . 1' WALL_ MOUNTING INSTALLATION NOTE : SJAlnER TRACKS NOT SiOVIN 70R fLmT THI+NUNpy TERNATIYE # awE: ifa` - I, a�P, • �OENSE• �: 7 a. FLORIDA BUILDING CODE (High VelocityHurricane Zone) o?aS4 W Sec.INC 20 GAGE GALVANIZED STEEL STORK PANEL DRAM a 1, INSTA14001a ARE ONLY VALID FOR BULDNGS WITH AS.O. DESIGN LOWS UP TO ;aBs, -rz.a MINI AND PAWLENDIN MP TO V-ill. S - 9p Fj R10 —�—� �L INC. GLOBAL PROTECTION PRODUCTS, LTC, aA r 'o 2. RM NEW WOW FRAME CONSTRUC1TOR WOOL WNS RS m BE SOViNERN PRE Na. 2. W/ SPECIFIC DCNSrY OF 0.83 OR EQUAL '4 � '" A4 �' .^" a �. / � T#LLiT 7ESITNB a ENOIN[LRNO COMPANY WPC &W, St S7REl3 4AVS. n.. 20-176 +rrNeiu TIt#4Nl" i} 404# ,Tt, wa TYa W,ngA+wkwGo. M1 ]Np4 Im...r tDm} m0-,41tl : rm . t'4a ] m-tv+ RK4E: (a94)eRQ-7aie, FAX: S454JQA9-a797 I,% ( -Nor: sm/STON'TTUPE/PARE OA+aDDG4/4 WK,TFiA T1Lt.d MS p.E, 'N • '+'>'�+,Nr s,N w. am ORA'N.NG N« 4 - SMPAT 1a 4p' Za .a..r N Cn N Co C U N � � `Cm Cu 0 -0 0 0 <O �L t�� V! 0 0 CL � 0 Cu 0 0 M LL « O to FrA w J "- I C - :-_. ,: .I - -::LLi 1'J,_L6.I iJ Lida.tiltl-n:;.la iS.,inl.. i. _i ErLII�. .'.Tod a.h ill :.1 I TE—i-- -1. SHEET N0. SH 1.1 _. _._ ____ .---_..._._ .._. ANCHORS (SEE SECTIONS ON SHEETS I7, 18 18 & 20)-.-- - ._._..__ .,..,,___.--- -m_� 3" MAX. 3:Af17. 4A/17, SA/+e, 3$jt7, 4B%17, So/1so 3- MAX.I I ' MN. 6AW/14, 7AW/19 h I.AW/20 W17,Y TeWfiB a uw/20 I- 1IN.- -- __,_ ,_ _____- __-_. _,__.. __,____--_---�,_-_---_ -- r o 0 0 o a 4 I i I. s 1' , 1 III 1 'O�p t t i D 0 t I I A:F�IA>Y 5-- PINLL 1 LIE =sq © P '': RfGIk.Ap aAH&) 2 : 1 �- f i I- _- - - _ r� - - r r I� _.. A Y 4"A- T 5.5. M.S 3(N L 1._ , 1. I �d I --1 .@aisw v,3 le Jar z � I i JY d FiIW ref( wAswEp AY , I I ' I : _: . _� �_ I WUraAP >* , I N 1 E _.. __. , (t -<- "•�--- ! I ;.. lwTv�3icf-s7ud- -1-- __�. .•_ 1-._ B' 1 ` TNtM Q lkE SAFETY I i /f��( { I t I PANEL aOTioY C t }fiT, .)... ,.- - - I , _ . -- -4»vur- " _.-.+w+G MN u Raps wr+D.='1:'ar�'u,,' ; .3" MAX- WI7. AA/17• SA,/I& 3R/17'.4B/Y7, 56/14. 9 �i ,.I"..MIN ... ._. ._._GAW 11. 7AW/19 0, SSW/20 URRIOR SECTIONS 17. i6. ? z10)-76W/i0 # SOW/20 __--- 1' MIN.'. UPT40N 2 FOR LtF SAFETY STORM PA (I ELEYVAT19N SCALE 3/16--i- I/a• AYx sw J'+"IU%E SAFflY. 55,,!!ff FMtli 7*1 ' �.• / EXTERIOR SECTION A -A SCAE 3/IE"at' MAXIMUM AS.D, Max, PANEL LENGTH DESIGN PRESSURE I L (ft.) MINIMUM SEPARATION I PANEL I RATING (p.s.i.) (SEE SECTIONS) TO GLASS CONDITION +55-0, -72.D $'-S•' 2 3/4' UNBOLTED %. MAX, PANEL LENGTH (SEE SCHEDULE) i INSTALLATION DETAILS FOR OPTIQN #2 FQ8 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WI2OQ,".SIRUCTURES 1 � I; i .:-' II . -., ,, i,. r ' ,_.. ... III '. ,;.. ..-. „ 7, I - . P IgEN1ER WOO. HEADER W000 !TESTIER HEADER REWIRED , _.. -. { ' REW:aE WW0O ., wW¢qpp f v e .. -, i C ' .. 1. :, `'_.REtIlIR£@ �„ , ' -„-.. {. :� "R&OUlRED ,� �, , 1 ' „ - .... __1/4-0 TAPODN 0 a' O,C. ,1 ,a 1 4'• YAPCON q $' O.C. . i t 4`P T a 1 _.. _ f APCQN a O.C, ':,- •'.... ;. �,, '. t 4'a iAnCON ,, ,.:.,1 wii "N iH c ._,. .' .'7': __ _.. /4! .^•: U .fI J .' ._, - , I:1 2 pN 0.FAO.D r `F/ f2" WN. RiRF.A➢Eo ,..t tfY WN. 'RWFADED i `: ,_�" _,___W1 1 2 NW. THREADED // JJ {: J 1 d , u , ;' {f Y HEADEIMTWN Al WOOD .1r PEl IRATiON A AVOID ENERRATION AT WOOD - i1 HEAD RATWN AT 1W700 " HEADER i FIEADEA I'R ,I HEADER ,;. �_ .1 I .r.-BO.Q i 2' / =' 1 4` i 4'4' t 4' f I T(Ii ��11 r ,I f t:1:: ': ', - L Ybx. _ _ ! .. { M x. - !' Has. I- i - IPA,._.. ". f 2 I 2- ,-'2. T -1 s I ) 11 Min i ulat'--L C4kf . lowLy'[O' B i t I f I �lAax= we s EipYl YiEPMA I HKt YNAI EXIST ND -Lsn EX NG Y` CUSS' D GIA55 I OLnss` jj ' C i 'u - 5gbslLt 1 TREE TEE 5E4ITH1tF { SHEET I N PANT tIYLBELGTH OM S!&M tDY E NOT I I BELOW) SEE I `t ' N.P., I , 1 1" LENGTH ( NOTE >xLCAYi I , sa NOTE @EL01Y t i : PANEL iEHcni ( PANE L NCT smARAIGIi EL LL H i Ma.. itoN I EXISYIRD I 1 _PAS SEE NOTE Bf1.EW7 rxfSTixG - TO WINS ' "� _ _ ' t ) ro o= - - - _ (SEE NOTE t 9Etow) - -_ CUSS - � __ _. 8¢ StlE411 -' - i T YL SOIEDMF" 1 1 ) 1 t) , 1 4 4.• t' a' - OIi SKEi. a / S9 -. 1 P x1 I .., OR SHEET Yal 1 / 2O - i' {j _ __ . __. I I I S,S .. /3 - I S5. M 5. W I 1111 7!6'A s J132' iii i I 7f@b s J�32• i 1NQ NUt W NO NU a 1 ( ) I ` �1 A"I 7APCON � L 4 d i4 i I D O.C.WT 12".I I / MN. THREADED r,-- -, 11 PENETRATION T _. J._..._. 4 I 3 . '. N,DWIDM TI4' P1ATEt � Tg I { I _ i , I I a I - r $ I_ - - 1 "'"". G t.l b" I i 1 l < to. EO. `i p ED1. EO, t h _._, .._ .. .._ ._-f f -1. ........ --.- _. *. 1 .. ,_ .. ;_ t' 4'A-2Dx3 'S-3. N,S W " ...:.�" 4 CON! Cow, / 1 E !. a E i D I J nT i x3 YANG NUT ...i :, .. „ ..,. ., ,.. 7 52" TWIG r a Itt 4 Y. 'J JH'AirTl :. .,.: -.. @ t 3 D2 W! NO , , . I, @. I x 3 ". -. "v-. , �. :.. :W / HfI } IL II '; wAS!#R (BEYOND) .NU f32 wiHO ;. .i f;: WASHER q 121f2 Q.L.. ,,, .. I WAS q 12 t 2' O,C. `,: d _ HER / wLn WASHER (BEYDN07 ., fj APGOf:1 6 @' oe. I .• ''II 4 T 4'r TAPCOLd q @' O.C. i� I 1 4' T $' - I MOON q O.0 LtlN. THREADED 7 __ -,,.. L - 2 BEADED ' � r // JJE w D w 1- i�T f ITT J IKr'aEAED SITU ADCERED STUD ) l 3 a T rH A ;:I ENETRA urow%1 �,{ {_ w 1 1 " ldN. 1 2' 2 THREAQEp w i WN. T1YTiEAOEG I -- - -:: / J OF PLATE I TE .:1 F... PE}&'fRltlldl AT uIDWNpI'H ._ ._:'__:: ... _ ..:._I PF PLATE AT MIDWMTH _ . ` WOOD H«A1F I 'x4" WOOD PLATE OF PUTS PLATE TOM �� _______�."*4' WOOD PLATE , _ ___,__. • 4" WOW PLATE - • _ REQUIRED p RED YL9Tl._bLQtit4UNQ INSTALLATION WALL MOUiIfflNvjbuALLA_TION WALL MOUNTING INSTALLATION WA!) MOU ING i$" aL-TI0N AiL%EI3N�TIVE 7AW O REGUi,1R PANEL AyTER1 ATjVE 7BW A yE 6gyr SCALE 3jr-1, 6 LI SAFETY PANEL LIFE AFETY PANEL SCALE @,mt« F SCALE 3fa'.1" SCALE 3/B°-1" V+t N, TILE -'A" �SENSF FLORIDA BUILDING CODE (High Ye{oci4 Hurricane Zone I. ' •1. INSTALLATNNS ARE DNLY VALID FOR BUILDINGS WITH A.S.G..D. DE51CN Lows UP TO .55,5 -710 PSF AND PANEL'S LENGTH UP 10 W-$'- SSS % 1ttEW, aIC i10= . * 20 GAGE GALVANIZED STEEL STORM PANEL IA' 081Wn �' 2. FOR NEW W000 FRAME CONSTRUCT"N: W'006 ME,OB"" TO BE SOUTHERN -` - PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL *': ��'• T�.4 I.I�v pF f ,, giA -- ___- PROTECflON PRODUCTS, LLC. Pat G 6'. PL A '.. 3N1 FMt. JI00 s.w ST STEEEE ,S ..' iRLn TF.9TiRTr i I RYry6 COMPANY. OAVIE, A-. asr 2flCITE.. qA ,i...... •' '� '- x.Tc se•. s,. sa.. AN Teww. caiwrt n asiMt PIrOHE tPsaM";-7aHs, W 2606se-+TOT ry,F7{srOI1.4 Rx Q,=Im > YY% A,Wv0I+^^--.-- aq,r MAmkms MR IG,w ou DRWMNGTfu. NNI{Ul LtAM+ P.E. 8FAL1 TE L S�IEET I. OF-IB.. WALTFR.A TpiLi $.. P;E a3 T-aq - P N NT EQ8 SERIES2000 & 1000 E-Z HANGSIORM PA (SCALE 1/2-I-) -2-I' ---- --- 5R -__.._.._._ - -'--"`_.. 6' _-�....._._ . -----_-.._ _ .,.__._.__-. - ,,._=W. t-----^2.591"----., ,".._ ..---___ ' - -f3.i98 Al WIDTH) ,.__-.- !TOT } -,_ i, ¢ V 12.$00 (EFFECOVE WRTTk) { f T i 2.25 -�--I! E- . -- - -.._..- -'---"'....-5 1/4-- ...._ -----, _,..._, i V 350`--, 3I a I i+ 4 9 } - ,073' ,075` $-51 " 1:1' I r TyP'< W. 2 24d' IN. J.50U" : D a3e• w TFP.GA H VIED .r 2 5QO' EM r ,.ssr' - j f ( _ 2 ` WLVA412ED STEER. £ODE -- % : ! 5 -y_ 2 2.DHI' A- R- t I 2 44 TIP. ASTM 553 lam. a H EYYEO OEf 7 _ GRADE SO YDI@fUM All �1 I � i i EDGE _ I A G-$0 GALY. -•-TART A 4@S , �A -�T .q � ..,_4. 1 T I s L7• •=,.3 SI P 3aD ,350' e 1 I`. h R - , -•. &25O - - 25O _a7 •�' --^--2.47)3 •-'----I `50• (,STORM PANEL I ----2;470"- , - `E. w w EVERTED h T K 2 RAC 3 V RACK . (� R a � F.ta�Et� 0 T �." ` PA4E S EfCJ U? 6 ' . . _ WJ T4}AN® EDGE`.\ .r ; _ r J t17 2 j z- f T25 I 1 23" M HEMMED . iI... 1 3 :j y'_ '""a''- . " F' F_ 4• 1 1 3,750" I Op I ISOMETRIC, DEW DETAIL A 2000' 1� �` ' a•Qo0" 1 1 ROUNDED CORNER O ENDS OF PANELS i 125 I i I ENO UP W/ HEMMED EDGE. ! I I =750' 1 (N.T.S) F = 1 2yr5, _S ) 1''• - T . I l' j -'2,000"- ... _ .. _ .._...... _.. (TIP) „. .,,_... .'�. NO.- _..._ - w - TRACK � MI � �'�xN� II I M. ANGLE 1 7 4 iVrDE _ I--127. 6061 T6 Alum, ALLOY I 1 I I 'O.:.AMAYMNINNAF W It , �i I f y`y� � ^ I6.j 0 Tfib'065• iTYV1:). �... tiiEN,�y •. LEI x s { ,i i�D.441BT - FLORIDA BUILDING CODE H(h YQfaalt Hurricane Zane - -- #F • 9 I I-.750'- `=NI 1xn= NC FP. ATE OF s 20 GAGE GALVANIZED STEEL STORM PANEL .* �, 1--3' Mox. OR.. ""'B -,FS ,. "• r - -= GLOTTAL PROTECTION PRODUCTS, LLC, O EQx3 E ISLAJ . ANGLE T STOP BA_R S/ IVAL� f IL E" C+ Q iNc MOO sw si s" ITS LONG I Ill 1I... f��a'<' Ti1.K to LN NO CQYPANY D4YE F1_ 33]N 6083-T5.Mum, ALLOY 1 / FPS n rain P'f4Ne (r.4)M-7s4s, z (MI)AM-an7 24'-•176 Aw + tl. Yw1 w ORNWNO N AK x +WN.4AA a Q Rs P.C. +'+'FAY/ Pl4RE/OAR` f'k IT"L w11R 1A1 - wAt,TER A GLUT Ji., Pd m 1Y.+N. f - .... 11,61 - - INTO EXISTI t�C PUKED CONCREJE QR CON E 8 4C_STR CTI TU_RES _. 1f#" TAPCC-N ANCHORS 1/4" TAPCGN ANCHORS ..W_ TL4' TAPCON ANCHORS I-W TAPCOM ANCHORS @ S. O.L. p 9` O-C. q 9' GC, - O 9' O.C. POIN:fb CONCRETE POURED COHERE!£ POURED CONCRETE POURED CONCAET£. S OR CONCRETE w OR CONCRETE ,. OR CbNCRERE 1 ,; OR COMCR£TE ? -''' BLOCK REQUIRED �.(� aLd(:x HEQ)ARED OLOCK REQUIRED 4: vti BLOCK REQUIRED . 1/4 ^,- (1J4" ti� i I/4. 1 "' ,,, 11f4' Mp _. . ,._ ! 'i Mm. ICT�I I wn ro -' �p I ,.> YT�wsx ra ` ffi , Mrw „ 0 1 '•""' „ 11 -i.b+ suRo ii { I.1 I ' 1 w rqs VIVO Iq j i °°' 1 I r I €m A I i 1 I EX Sf _ E%iSRM1._tl a� NUJ EKt.a ! WstiyA„-I 77 j y Mb GLASS I ,, I '' OUA55 ; .,-,, Y 2 C'LA55 I 1 P 116 .'CLAlC5 ';. h� - 1 R a { z I Y I ' 1 I '. [_'� j �, S 1_ J _ t 11 I I f ' -1 �' % _ vsli 1V' " 6- I -- I , .! f1v TJ•" 3O. ia' i r'w j - a'• I/rr-awi•-5� (-;Ii� -- V `'w i ) I a us WJ TJa'A, 1 __.__ -._ _ us..f TJs'4 y - AwAT ,AY, Q s _ - {-- - -} g' I I -,I �'- --- - -�4== "- { L' ,_7/8'P A'. 3/32• WING NUT 1. WASHER q 12 T/2`O,C. 1t4' TAPCON ANCHORS '",-,- 4 4 1/2' D,C. (SIAOGCKD W/ SRr6) REQUIRES WALL MOUjjj NG INSTALLATION SECTION 3A g_REGULAR PANEL SCALE 3f8*-1" 4 " DRAM I- ii ' k- ' i ..,S F: ... 9' E0.= f �_, j . P - `"a`I x 3i32' WIN aat- :NUT WASHER (BEYONT7). ."-.ik 1J4' TAPCGN ANCHORS A T/2° Go' (STAGGERED W/ STUD) POUNCE) CR CONCRETE SHALL MOUMM IINS,TALLATiON SECTION 38 0 U SUM PANEL SCALE 3/8--Y' i, SEC INLET 1$ 4: 20 R AFWOOD ANCHOR MSC - PPG* ` BO WI IND SPACING FOR tNSTAUA1WtS IFTD WOOD ,vKIAIi � 3 MINIMUM ANCHOR SPACIA5 AMA MiNW W CODE DSTA.CE ARE INDC'ITO ON THIS -^^ 4oxxoOft- fary Ox) LESS FOR ED. LESS:TNAN INUatTW DN PLRiWFi, $rrr At,j ---L- 3 SCNEOU E AMIC.E AHEMOR SPACING BT MULTIPLYING SPACING SPOM MI Sq$DULE AM* Bit am =111111to FAC•TOK N THE rMIJ)"M. FACTORS. FOR THIS OPERATION TO BE POSSIPAL REDUCED 1 1/2, -.._ _..____--- � ---_- SPACRM. OSaPED USING FACTOR SHALL NOT 2 ifr. - BE LESS THAN MINSAIM WACP4 AODrATM - - -- -----`---- TLi4 FOR EhCN ANCFNR i'YPE DN T14S SCHEWAE 3' 3 ". W`4N/a .O"IRIAP9 Q I ___.. 1 r I . /^2�� •7y 9' RED Ys . E p.+' •9 f2 4 20AJ 4'S.S. MS' / / Z '5.5. M S. _ / I I f F �'/8 exJ/J2' WING NUT WASHER (..... .; "7I9'Ix3f3z« WING NUT WASHER !0 12 1/2- O.C. t (BAND) I I..._ .. 1' 4` TAPCON ANCHORS --+ 1/2- D.C. �. `. 1�((4' TAPCQN 24C4iORB 04 1/2, 04 ---POURED CONCRETE -POURED .OR OR CONCRETE OLD" CONCRETE BLOCK R€OUIRE0 WALL MOUNTINQ INSTALLATION WALL REQUIRED MOWUNQ 20ALLATION 4 REGULAR PANEL SCALE 3f6',.t' 0 LIFE+ PANEL SCALE 318`=I' FLORIDA INUALLADONILS EQR QEIIQNFOR LIFE SAFETX 51ORMPANEL SYSTEM INTO EXISTING ., WOOD S.TRU T� URES fi _ ' i` -.�,w r, y 'I I 1 f4"a TAPIAN A 8' O.C. 1 /+"'I TAPOON 4 6" O,C. Tf 3{ r• -:.) I t. f S l4 ,} t THREADED f A HENL"ITNtiON AT WOOD HEkOER 1 '"Nyj Y 5%2 , 7FIREa 1 tKN :rfi '. HEADER )TIN AS WN3O0 INEADEB 11I 1 I,f '. (' �, /2' Y;/4. , 1J2' :1/4« �, `. WD00 !HEADER - 2 ', i _ MM 1". __-.__. _ - _i W?O& HFAtiER 2` ((. i ' Mn U REO ICED �' OF1T. q RLOU1 EO r 1" 'E�ONt, T1 C 6 i F I "T r 3 .. I � I "`. f , Mba OEPAAATIDN a eta -BCE sCHEDIAJ[ I OA SHEET Ta EXISTING I )1 Itl.. SFFARAI®II ' 'L` �Mw, I f jf GLASS �t _ - 'L' Ya.. I ( SCIO ILE ON siRE' 1A ST ) £( 1NG OlASS I PANEL LENGTH , t SEE NOTE I BELOW ) : _ _�_ __ __: PANEL tENOTH i .` SET. NOTE 1 BELOW 1 4'+-2OxI' t ) I - g}y S.S. M.S. W ___ _._ J T 'IAa32 1.__. , _ I NUP L _ _ - r I t i i 1. .L V i _ -F T I—, I S^ r1< _ I I I 1 - 1-�Sl 1 1 1 ( I }jj I ' t I -IT- L I I '_. , S { Ip EO m ,.�` x 6' Q. f E t. II , ..,. t L. _.4_. _...} PLATE, ", 'BASH€R d O.CUT ' x. WING NUT t 'I REQ wD',W PATE "Y610 REOVIWDOD REAtMREO T Cl/37' J ,..L- H WASHER ESt REQUIRED VIER C (BEYDAID) #14-10 PAMELMATE PLUS _ 0 6 1/4. O:C- W!/ if@' P EIRATION _ �it-10 PANEUVATE PLUS _ _ _ . ' .i I d I/4' O,C. W/ T/E• I, MIN, THREADED AT MBWfOTH OF PLATE 15 MIN. THfO`I?DED DN AT MIDYA7TH OF PLATE � _ - -. _ >.._,;�$, •`_- _ 1 MOUNTING. INST ,AMOK W MOUNT{NC iNSFA !TION �,�j��R'NAij 8BW Ali �'i,'(C�.... �7'i'�r. 0 LIEE ��P.-9=* SCALE 3/8" 1" - `4«Y`: "\tEN ' %,- .• +I,. +:c •. . "r. SCALE' 3/E"-Y" '� FLORIDA BUILDING CODE H! H YetactN.p Nu cone Zone . P 3F5; - ND $� �� •• ... ° nTLza. RAG 2G GAGE GALVANIZED STEEL STORK PANEL Fr'' I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASD D£SIAN LOADS UP O 435.5, -72.0 i AND PANEL'S LENGTH UP TO E -B`- _ * �'-1 I * •: ^„-,i i 4-, ATEVw� '11 ' GLOBAL PROTECTION PRODUCTS, rT LLC. f �[ F--97", w'' WPWW Or N/TA/m1D aT[ 2,. FOR NEW WOOD FRAME CONSMUCTICAL WOOD MEMBERS TO BE SOUTHERN .-' Q (T ()R{ • • ANC. 4ma S.w. SI STpFE1' PINE NO. 2, w/ sPitCiFx. DENSITY DF O.SS OR EOU4L .`y�'•.,. ,. frAO/A f L EO ve ! COMPANT MARL R aa3t4$`^ A.'A NM M. i era:. 1IIIQQ MAea4 W x114 FNSR> tir6r)al4-73+5, FAG {I54;^sT§J xmm S '""', 20-1 76 1NyAI }lHBi1L,� NS.'RI CA-pEkiaftG TrFtEfOATL. �'• r• MN ar'. w aMewa•rfIU6 WATdi AWM T)UiY Jt: P,.E. � t - Nn AiwxT rw m OA 3'/24 ts� RNT- 2 IiEYFJ4T SEE FIOTf 2 4 W/ OR OR _ T' 24 4' 26� � t �ruiti f��PA� /1 14.i / c � 3i-Mat. 2'j'4 T'/24 d `S AT x 8 (SEE NO'. BETDw) EACHTE 1 TAM ONiKRETE AMCFId15 +�•) 3' Max. AG 3' SCHEDULE ON SM:ET 3=[ FEIR WfxN 3•-•. (NEE sCHEOLAF ON SHEET ffi) I - i I° M41. I-M'. LEE SECTS 39[ °.TREE: i6 Naa. AT $ 1' WM1 s H4e1 FWOf� ,, I Tin 5N,¢ r7 #YE1:Y t 1 f3F' ,-s z` i TJ2' 2' 11 € 1 jl I .I i I i I } I l { tt � I• I' 6 1 1 I ( t 'f 1 S 1 1 ( !1 F1 , I I I_ I 1 ` 1 1 r iR 1 I I il i I i r I i 1 i A I i I Itl i0-- _ 1 _y6O fi 1-rr-E`-r -1 YE- .T._ "T T-7 fi , I -rt- �N I(IERIOR PANEL. I(RT110R PA P _ _ _ ( IAA1oN.7 t ) q 'END -.- ..I P �-x t� r I P Cx+>ATp PAJ,EV ( DEL) N:•FRIOR Ai&1. I4)E75'OR iNO PAN LT1A MNP1 L ANEL) ( PANi3J ) ( l { AFL} ( EL}�t ` I •m*E NOTE 2 � + � qq 6ELOW '7{ 1 II ) I � i NRPE L 3 d )N1DW � Np7E � � , SEE 4 SEE 4 i 4 < ' " I SEE MOTE 2 3. f 1 : SEE NOTE 2. ]. BELOW L t I i i i I I I 1 1 N i I I , I i j I I� I � 1 , C f ff 1 i I Y#. i j l ( 1 f I I I 11 { I I I 14i 1 1 i 1 1 1 I I i {l!1 I,#� 1 I I I I f I .IIII �. ' T i >r ! i I�' l� I ; 1 I ' t I i s 1 I !• 11+; I I �. I # i < I I ii 1 - T � , �� _ 1 Pam. ' I I II I ! 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I i I �, I 1 . « ' ; ----'i •______- _ . -"__. .r9ANCLf/AYE SEE NOTE + ItnDnl _•' (Typ.) 3 1----,,,----�- 1 - ,yy FOR CONCRETE AI DIM SEE @CROW Y Y LACATC-O-fA67EiUY.TE LOCApN I" 18A 1, s(xiaw ON sHEET 25 FUR WO00 5'�W� I• Min 1/2• , Imo' A flNO PARE ) - ffi sFY1T1ON5 Ok SIiEEU 26 tNtiRIDA SASS-i3 -S� NOTE 3 1:'( j ONO W/ ce W/.@ ( ) '--�}• LAST PANEL-. 1 ` TO Be RlSD4LLEO AT EnCN D1tAY v '1=� 'I op PUMA (i� TO BE INSTA LED At EOCH {IPCWkN: SHUT ALWAYS tiE R &'- w/ OPENNNo StWi ALWAYS BE PROWE£0 Wdj REAR HANDE TO FACURTAtL P+SYAIURON RENT FLAAN7AE TO FACILITATE UNSTAWI,I.,ELEYAIIK IVIaNOEO m BE iNSEAAf31 FROM w. . r1 IT)> D"TO' AlIFE FROM = 3N$tQE OF 50tUCTURS- oT eC,4E 3J3'2" « T« - {--If4" LYm,: GAP 1/4' - $N''. _�I Y/." u., GAPv4• Mac. CAP- 14" . ' 1 ° 0--wro©•0 1 _ 11 SECTION- BB M 'p" SECTtL)N ALA , - 1• � SaMI 3f37` + 1' �� ' (I). QF N.FI IfiON $ .SRIFS t0IX1: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL ! LL4)ir..s ant, TRACKS AT "MOP do PANELMATE PLUS OR 15" LONG (2 AT BOTTOM PANELMAYES, (1) FFitn7��,, t-DE-2E ,=E E NAM-.2 NASTORM 'PANEL SYSTEM CANSTSTIN6 OF PANEL " W/ Cont. TRACKS TOO & BOTTOM. iK? (2). ND P SHAD. WAYS BE CONNECTED T (2) 0 P44EL5 SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR () E ANELS A, QNNELTE4 Q EJD SILL -TALL 91' MEANS OF Ts PANFiMA7Fa" OA< P USED NTLY Wf 15' LONG TRACK AT BOTTOM, £."10 PANELS SHALL CONNECTED TO W/ 14'Q-20 3/4 S. w/ 7/✓ s/32' SMALL BE PROVIDED AT TOP OF SUCH PANELS, WING NUR OR IJ4'D-2 .3 Min. TtILtMt35CREW;%- TAPPED 2 (E%CEPT AS (3) IF END PANELS ARE. CANNECTiO TD BOTT/5,1 YRACK, OONNEC'!ON SHALL CONSIST OF DESCRIBED ON NOT£ (3} LOW) 1/4"4-2Ot3f4• W/ 7 B'6A3f32` wDN' NU1 OR i/C$x3/4' Min THUMBSCREW // 3 . FOR )INTO TAPPED BOTTOM TRACk. LOCA7N7N OF FASTENERS MAY BE AT EITHEROF TWO () CASES Tw2-FN END PANELS ARE USE JFANn-Y WJ 15' LONG n21 A7 EXTERIOR FLAT FLANGES OF END PANEL .$OTtiNA BUT END PANELS ARE NOT CONNECTF� FO BOTTOM TRACKC Z .XSTOP BAR L) ."'M BE PROVIDED AT TOP OF SUCH PANFIS. (4). IN EASE THAT ENO PANELS ARE NDi_ CONNECTED To BOTTOM MACK (i a. A STOP BAR (4), FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY T 15 ONLY USED A. TOP AT LEAST TIA4Et5 K TWO SHALL RE CONNECTED TQ BORON TRAC MOUNTED TOEXISTING SALE ANEi.NATES' ONE INTERIOR PANEt . USING SPECS INDICATED ON NOTE (3) ABOVEttN SUCH SASECONNECTION Of PANELS MAY BE L5EO JOINTLY w WNATTACHINGBOTTOM TRACK TO WALL T TRACK MAY URA ANY PAN J 0 BOTTOM OwL T €L ANCHOR %n' EDGED15TANCE F'ORR �« F,itiOR SHOWNON (5) SEE SECTION t', 3' 4 4" ON 51'Y£ET 24, SEE ANCHOR SCHEDULE its SHEET 25=. USSEEO JD Y 'f J &K NSttt;tgtlAFtii4j/FA4 NOT NEED TO 8E COFINEGTEO TO L7,) 4T` ,WIN MEANS. TRACK (y�)fE,SltA,.6 NETALIE6 1/ THAT SUCH ADNACE T PANELS TFEE LET'T &RIGHT SIDE OF TRTERWR PANEL} HAVE. M+A (N..T � * • I /'%. ,� TH4R OVF.R[,APS RETANED BY 2 . Sy"A.r' �\C€N f �, FLORIDA BUILDING CODE (Mph YBIOWdy. Hurricane Zane :. _ ' No, 4 167 T = SHOO %IL'CO. � 20 GAGE GALVANIZED STEEL STORM PANEL Fp' E it . - r. 44... _. ARAAYi 61: aT STAT OF : ¢ - _ -- /N }� GLOBAL PROTECTION PRODUCTS, LLC. /ea, IL E C Q INC.- �/'` t6Do 5i srpExT zw. '� S+D�h -. pLC1 1Op, •'� } TES'TUN # E}IQN4m11Ne 11PANY M1ffi, FL 3x714 y,` '•..,. .,•• 4'I IJ «.,TM 4L Nt sru, ,nrA41 arwPNLRrs,q P,GYSY:. (Is4)M-7s+e, KWI 104la@P-ff-W 20-176 'hy cFy§'I ' Pw., : NsuF) an_+ATe . FA. ,.dsroy 4»-1oT eeSS An, K, nwH+n rns /'ljldHA cA-+aa71R N.:. a e.N mAW1WG wl MMtA �T1E.v.e. IPNFtii fMt+ WALTteN rA Ar„ F,SI I as tx,a+E _ ggEr s3 ar RA N tli N T l ET-19N 12 FOR UFE SAFETY STORM PANEL SYSTEM INTO EX15TING POURED CQNCRETE 4R CQNCR T ,BLOCK STRUCTURES t -4t TAPCON f_ a^ _).E_. TAaCON ANCHORS P A' O,C. O D" O.C. POURED GOF1CRE"' ,e WDUREO tpFiCRETE ... OR CONCRETE &LOCK' -*• BLOC iiI OR CONCRETE K, , REDU;RETr i REQUIRED ,L '-"i L � a + 4 � , � 11/4' - `. .. 1 ` Max. -� - .._ .._.. - _1 +. Alex. T_.-,_. _.-._ 1 1 E.D. Q Eb.4 i ,�.'\ 1 fib; �4 I I CON i Nix *BWa1wo m _..� I I Na RPrAAigx tie -11-.}r w : r Q+Sa na A.. f £ SR r EX15TI G1ASS GuSS n L _ _. II - I .l i's -_ .. '. ..wi .__- ... 't.-_-.._ 2. __ 4 sa v+,} I 1 , - .- ...._.. - i :. y U 19 r E.D� I . i : 11 ;f 1 ._.. ...} 1 Y4-=10*0 PANEtMAT'E FN.i7S w> „_,__. ,P t 3/32' W1N0 NOT WASHER '@ 1 /4, 0.O .. POURED CONCRETE _---OR CONCRETE BLOCK REQUIRED WALL j ALLATIOI{ 0 REGULAR -My" SCALE 3/1%'-I" SES SIiEI' 19 8 2O Ftlp ANCfAKLs 17PE 4 -... ANLGlIDR Y j4. TIfOLIi _ , Y/4•s ..PAQLiWY. :. SPACTNO FOR WMAUAAGNS, INTO WON Ywa SIERRA +Pw:RN 4fN a 3MWIMUM . FRAME RUIUNI& ANCHOR SPA4P 5 AND MINIMUM EOCE DISTANCE ARE' 1NDC M ON THIS -.-. •Ea4FaIFNAwT � ' Oi-1 a 2 3 a'/I SC'MAE FOR ED- LESS TYMN M"ITLO CN SLHEXAE REDUCE NNCHCit SPACING; BY MULTIPLY" SWACMIG StIOwN ON SCHEDULE B.QNw-I {t ws Q'•) Anti .TJA I", "CI R BY THE FOLLOWING FACTORS. FOR TNS OPERATIONN m POIISEIE. ruauD£D 1 1 _ _.._------.._._-._ y. _._._-." -- SPACIM OBTAINED t*M FACY0. SNN,L NOT EE BUSS THAN MINIMUM Swwa WDIOMED FOR EACH 440MDR TYPO ON THIS SCWPUIE _. Tf?' .... ,.._., t__ - .-._ 3` - ..... __-_ M - ._,._._-- 1� ICI a `�' wlgT w e - I - -- t V awvP 7 5 L ,r.1 �- E.D.• Y. ' I lJ� I 1 � I?x ��'' ----1-.' - ___j ' Y4-10'• AWELMATE PLUS W/ _ I@A t 3/32• WRNG NUT WA$HQR (I EYOND) ..POURED CONETECR ... DR CONCRETE $LOCK REQUIRED WALL h=NTINQ INSTALLATION $f_CTiON 5B jL FETl-„PANEL SCALE 3/B' t' FLORIDA G EFzAE�' �- MME--Z MANG 310M EAM ctisE>"u I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCE EVAU OBTION DOCUMENT (PS 0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.I) MINIMUM EMBEDMENT OF TAPW, CON ANCHORS AND PANELE FEMALE 0 § PANE -MATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDNG CDOE. BLOCK SHALL RE 1 1/4'. TNES10M YKN LOADS S1LTAi 6E PER I 15 OFT : I B: ANIN EM F 1 +`0 7 ' 0 OEiERAH#EO AS SECT 4N 20 HE ABOVE MEIN ONED CORE. 2) IMI1M fSFAMENT 0 / % fa CALK-N ANCHORS SHALL BE IS 7/B` N7() CONCRETE. NR A HIND SPEED AS RED 0, THE WN THE £ N NI EM T FlN ERE S 5iK1T•TE� WILL 1 STALLED AILS 9EplAENT iN O ANY iSH MATERMi SHALL BE PERMITTED. FOR 0 F -1 O A A AD FACTORUSINGASOE7 S5 SIDEWALK USED SHALL. #£ LOND tNOUGH(5)+OULO ANY F1Nf53N MA7ETBIRL F3DST). 70 NCATED . USING ASOE 7 $ ANO $HALL fiY?T EXCEED i>1E MAXIMUM ff,,:S.O.} If4" RSETS 'RESSURE P I AESA:N RESSURE RATiFfGS HONEST SHEETS 25 25. �« H k ENGAGE 3J4` 1A1T4 SIGNORS. I/ IN ORDER T DESIGN - 0 VERIFY THE A6OVE. GONDTDON ULTIMATE DESG WIND LtlA05 DETERMINED PER ASGE 1 15 S T REDUCED T Y Ti iNAti 8E FIRS .EDUCED D kS,D: DE WIND L0Att5 B MULTIPLYING 7t4E7M 5Y 0.5 IN R IN THAT PR N P DES" L YNG 0 DER '"0 @ 3) CASE PRECAST SEO & OR RECAST CONCRETE PANELS BE FOUND ON THE EXISTINGAS. TO COMPARE n4 w x. 5 DESIGN PRESSURE INDICATED 0. ARE ,ESE MA ,D ES ESSU E RATiNOS'dNN SHEETS 28 4 26. ANCHORS SHAt1 6E LONG ENOUGH T'0 MAN R f (A )REA.Ct1 THE STRUCTURE HRdO SUCH P ANCHO 8E- PANELS. R/5^.,E EMA ANCHORAGE SHALL BE AS M IN 1 . ENnQNEO B. AND N B.2 , IN ORDER TO tIERtFi' THAT COMPONENTS AND ANGtgRS ON THIS P-EO AS TESTER WERE NOT OVER STRESSED, A 337E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WRIT N_D-S. 2015- (C) ANCHORS SHALL BE IMWAUEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, STORM P OUACY F IMPACT FATIGUE RESIST 1 F N SECTION t ANELS TIDE FOR PACT A4t0 MICE HAS SEEN VERIFIED ACCORDANCE Yfitt SEC. UN 525 OF THE11 R THE R R SHALL B€ E RESPONSIBILITY OF i CONTRACTOR i r Mf7F1TON FENS RESIT z 3 . h PROTOCOLS 20 SDU THE CTURE WHERE SHUTTER MENTIONED CODE A5 PER SERATWN TESTING lA@ORATQRY NC, REPORT 0 z c TAB- t HE L NFRAGE 0 VERIFY THESOUNDNESS OF STRUCTURE R 15 7 ATTACH T UNSURE 0 - TAS- Y ^ Q BE ED O PROPER ANGtNOR.AGE:.- THIS SMUITtF.R SHALL Y ATTACHED TO 2O2 AM AS 203 ONLY BE )W EO CONCRETE, BLOCK 202A DR WOOD FRAME BUILDINGS, 2 TI4 F T 65 iYSTEAt HAS BEEN DESIGNED 0 BE TIN.. HE DUtSW£ Or T)# 0 I. t M' Y#45TALLEU F°ENTNG ACCESS NG FIE qPE. N iROAd THE Q W51 E WTI T'# P V N5 OE 1 E USE OF A LADDER DR LIFT $HIS APPLICATION i5 AE.tO WHEN 1NSTALUNTIOH 15 INTENDED TO BE PERFORME D ED f 12. E INSTALLATION CONTRACTOR h THE CIT€R:ACYO. 5 TO SEAL CAULK ALL HUTE€R. COUPON :.H N �.f f S EN' £DG45 REIGN IN COROUND Fit fN51 UTTC OM THE 0 STRUCTNRE, DE F CONTACT wRN T} T P L7fJ ACT THE 61f'i1DtNG 0 REVENT WINO/I{NN INTRUSION, GAYJUC AND BEN, SHUTTER TRACKS ALL. AROUND FULL LENGTH, S ERR' 1 N K P -G' � A SERIES D INSTALLATION APPLICABLE 70 51N .B NO DOUBLE HUNG 'SHE WINDOWS WHEN INSTALLATION I IRED TO S REQUIRED OC PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 10NING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TD. 4 TES N . O APPLICABLE TO SINGLE AND DOUBLE AND HCKtQQNTAI. SLIDERS STYLE WIDOWS WHEN 1 NST TION0 S REQUIRE STRUCTURE INSTALLATION S !R iD E PERFORMED FROM E INSIDE, 74. ATRIUM WINDOWS REQUIRED B THE S DE OF STRUCTURE AND De>OR5 INC.E - 2 HAND STORM P .« I , PANEL 5YS'QEM S PAiFM PF1Y11N0. -T= 5. a THIS PRO N w P S ALL ALUMINUM iXTR TD RE 80@3 ,. ALLOY AN TENT OTHERWISE NOTED) {) PRODUCT ER DOCUMENT PREPARED THIS 5 r i.1S10NS D TEMPER. (UNLESS ti£.RW 0 cC BY 5 ENGINEER 1. GENERIC AND ODES NOT PFFKri9DE ( ) ( ) ASIT PROJECT; INFORMATION FOR A SITE SPECIFIC P OE R0.1£LT• I.a. WHERE THE SITE CONDITIONS DEVIATE FROM THE p. EG a- ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAWS 3105-ki4 y;1,dSY- (b) CONTRACTOR TO SE RESPONSIBLE FOR THEE SELMION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS. SHALL. HAVE STRUCTURAL QUALITY SiM, AWM A-5S3 GRADE 50 Min., GALVANIZED STEEL THIS PRODL)CP BASF,D ON TI-p5 P.E.O PROVTDW HUSHE DOES NOT DEVIATE FROM THE CONDITIONS OET)AAM ON DESIGNATION F - 5 "I THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS T Nr R' W °-� AOLL%D . HE CO RACTO B t2ESPONSI fl'. J (AFTER 1 iDL r 5C T I THIS B. ALL SCREWS DBE' STAINLESS STEEL :B4 OR 37R AS SERIES OR CORROSION RESISTANT COATED CARBON 5PEE7_ AS PER ON (P) 5 PRODUCT EVALUATION DOCUMENT WL.1. BE CpNSRYEItEI) INVALID IF MGIkFTEO, 500ig W/ 50 k.i YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & V ALL COMPLY W/ FLORIDA BUILDING CODE SECTION Z411.3.3.4- (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL EC O .RD, R THE B. BOLTS TO M A- 1 Y - I BECOME THE OF RECORD FO HE AST 3tf GALVANIZED STEEL, OR ASI 3U+ SERIES _SONLESS STEEL, rimN 3E ks- MINIMUM TiF10 STRENGTH. PROJECT AND WILL E RESPONSIBLE F L IM S PROPER )ACTING P.E,1NEEN USE OF THE P.E.O, ENGINEER Of RECORD, A EN A5 A DELEGATED ENGINEER 0 THE P E P.E.D. ENCIOMEER, SHAt.1. SUBMIT TO THIS 10 ANCHORS w BE S TATTER THE SITE SPECIFIC C)RAWMK,5 FOR ORS TO ALL SPILL AS FOGAWS� REVIEW (A) M-�tt_. ,POUREQ jQtafim (a) THIS P.E-D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER O - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY IT,W, BUILDER, INC, (MIN, t'c 3192 P.*.i,) RECORD THAT PREPARED IT - 1 :4" @ X 7 " -*t MANUFACTURED TINC,. 1' $ CALk N ANCHORS. AS :MiANUF Eb BY DERMAL lNC, TN c=.i00Q -cl: f f (At P ) ". $. STORM PANEL MANUF RER - JH4-TO PANEI:MATE FEMALE IO & PAN£LMATF. PLUS ANCHORS, AS MAf9UFALTUREO 6Y ELCO CONSTRUCTON PRODUCTS. ACTU 'S LABEL SHAD- BE #-Cd.',ATEi) ON A READILY Vd"aiEsRE LOCAT)ON AT STORM PANEL 9N ,r g. ACCORDANCE O BUILDING CODE, ONE LABEL '9-FNtiLL BE PLACED fl7R EtiF#ti' OPENING SECTION 1709.E.3 70 ( c 3350 ) '? P .W.i,' N 70 Y COMPLY 1� LABELING DMPL WITH SEL ipN r0 , ' FLORIDAFL G 9 E.2 �'" TIE ORIDA BUILDING COV .9.2FLOMDA THE E, MINIMUM EMBEDMENT OF TAJPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" MD 2- FOR PANELMOTE FEMALE 10 S PANE -MATE PLUS: A2) MINIMUM EMBEDMENT Or 1/4'0 X 7/0' CALK -IN ANCHORS SKkIL BE )5 7/8" INTO CQNCRM- NO EMBEDMENT INTO ANY FINISH MILTERIAL SHALL RE PERMITTED. 1/4' 0-20 SS SWEWALK BOLTS USED SHALL BE LONG 0,;ouG+i(SNOULD ANY FINISH MATEiNNk_ Exi5i) TO ENGAGE 3/4` ONTO ANCHORS. "�'y'a[.•�MLtiuNihkA .A.3) IN LASE .THAT PRECAST STONE, PRECAST CONCRETE PANEL$, OR PAVERS BE FOUND ON THE EXISTING WALL OR pT' "A",'."("F2'. FLOOR, ANCHORS SHALL BE LONG: ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 4 ".: \CEA}�Y :. RE AS MENTNED W A. 1) AND IN Al), t ND. A$TB7 a (6) TD ff 1' ^ GRFTF Lz- i *; * : - 1/4' s TAPCON ANCHORS AS MANUFACTURED BY I:T-W BUILD". ING. - FLORIDA BUILDING CODE (High Y$lac)ty NurFlcc" Zon$ - 1/4' A X 7J6` CALX-tIM ANCHOR;, MANUFACTLIR£D BY DEWAL7 INC. (['m 1500 p,a.I,) ,per;, �� 2, ;� v' rn70m XIMM, 2D GAGE GALVANIZED STEEL STORM PANEL FP. - {54-iO PAN'ELMATE FEMALE fp AND . ANELAWT£ PLUS ANCHORS. AS MAMUFALTURED BY ELCO CONSTRUCTION _A� L4ww er' PRODUCTS (fm®ROTA 1- - P,a.R:)^ J NNr •w++'"A I iL `C EEEs. GLOBAL PROiEL`71t�i1 PRODUCTS. LLC. s7l�J2ma D4Tc Q/AAM STREET "( TRTfr! O a EN 4'06PAN'Y-I'aa"I ,i rL sw« a. M.. Lm, ,FwrtAi afma n sale PNmNE fx64Ns3I=IBIS. FAY; (934)IQI-amT 20-' 176 ` *0 In-1r44 Fp , T sT srs-TssT Q`-00O6712 -- APwww an+f AasxW 4m DRAT' M P.F. SENfr4DM,1URAAtE TTR A TN.LIT Jt., v3, iT-nra - f - •• 44 $T _ m .. _ ., NLL'AT 21 9!' 2a INSTAMADON IAILS ME SER ES 20009 E-Z HANG STORM zmpLI O d K Lo+tuxTs YNASA7BE -1 . GNKUT4 NiMopc _ .. No4Yx 'BJ u.. ($€ kMASAE WI sxECT ml Nr. mw. acTC NtNONn ;Fr J r..:n, - '--•-t.D ( m+c+us: 4' , 1 e+w. a- Ys xf 4 � / qi ,._� /a' f3�' ,.YMIO 1ltf w YY a4 a'I' -& t 11aw cr. 3Ni �ware/ NRARD a 511iATt sA+s _- t4k1' £w a I Pais rcWZQKLtC A .T W4NitI 5 1. m <: .-1 i s RiX#i R w '. p R I `� RgTE W , Tj 4 t :1- i 1 1 �r.O1ms� . , k Y\ [ f 4A3J•' V3 I TIVffi It'cia 413. 1 T M IMQAT4 I R ,. _ _.-___......... 1 -I 1 i t '" J I , 1 _ \ 1 1 ia' MLxn rcte 1 ! u I i I 1 t .- ,--- I I � 1 t , I I 1 f� I I i I _ -- . s.) I 1 W "" W i j " I SIREN2aE i yp.y/ "�""L'-„- VaY-. i o�ENmApR"Mt I ) SEE 5Cl1EGN1E SCT6.iKA£ 1 1 4-r- +' I-FIXN Nh ScYAWT-0N n V'I TO OUP 1 I-H] 2Im Q'S; (T I`a3hY( Y sOe" . 1TO SASS i � �,I Sl3+NLATKII i y�4�yy 4• I I RA MA i �a sW'. W/4" �-Is- 1 /3 I/ EVQIf mvIAP1 . SFPAPAIION IXj 1�+! � WIN NBR q 3./ HUT ? 1 i ,RIND QJ32' ) ✓ 11 v 1Nle'wTI;. EVEpY WFR41P I ( I c.EwAP N ; O11G5. % I t I A a y 1 -s- -__-- 1 1 i 1 /} 1 I r_ y itf4ro-zm.T +•Na j yam. BI `' 1 ''�'S 1 3 1 1 7 LA •.3/W wwa i 0 �- ' stY ce I 1 T I "' r +; - 1 I I Ilnre at. ; ._I p € I g C } p N 1 ' `--^ if _ l t I r r 4r . a• N. 1 l r`' I ..ems :�._vr ! I$ ' T f I H 1 i 6 aN ; P I t ' o E _ ]___, J/J/ c � " a d . s .a caKarE ,�. { I ,1 1 h. * I - - - qa, ;. M L 1 aEax -T FAA I ,: r I I ! !..: l.. .-- , 4.4- a^Ma- ! 4fANrnrc w TN'a-+" ,.. .. / .;8h3JMmw 11'. i. Ti%1AF9 +-+-•k4».+•^$'.}v+ :r qa NR if+}Rk[}f1` WIFFo :��: ( -R 1" M - WMa M;ff �mi114 I ,r Wf 7/Aix3I34`wWR ,. ,• '.• wa 1O 1 4rI.. r I.f,, ......._ ,_... /r' .: YPUMD>cALwnewsEE % _ r!+''.-.3J+' 2?T !. C xa+N EO Fk .. WAIL 1 '4# ANa QR5 f/ HSN'✓'l'- - WitA6`PaSiw3E "I,. YRy iW.$'849ROI0.E-- :�` ii/8"d/ NFfE:..H ErME1R"iK. MIFbiMi b}R' i C. •' m F , 1., ) f �I,1,:� 15N�RR4� ' MM4 W SN � f aY OC. o yqLTt♦�N� 20 .r_, WALL ANO l IRE T MOUNTING INST. m V. caw wWl ^ =µ Y 1 St/3iA._YL.,.NG INIS'T S CiTHN",gy SECTION I+ o SCALE 3A-" E1�4H To cEiLING Mot�NTING INST. BUR.O-OUT M4U ra INST, + I SCALE 3/8.1$ s�jjDt SECTION ttb. I wrtr i. SCALE 3/8-T' IT 3.f,LR 1O j I TEE SPk1YnCA./1OKS #ffi pwAOT S FOR IF/4E 3/B.T' N 113E K OP 8HR B AT w AS AS +11LINHINON" E W (� [1) L`Mo Ta TIMCIt4 t2] OP AA+ of. 2 IL # r �+ET //lAy a`W&T:. .. ..l -. (T� /4' AP Ro1TOM. ISFR OH ti090 Pie iOGa .y. . • •...f+. f ,,, cs RfiTAeu,Kw TxvE aN snrxx u -z•z 'i.` �1r,EN' , " o' 4sSS g ,. S,I�S. 'Srl fit! wm' FOR GGNRr+alDlw uI ucTNNs, N �D. ¢Q.1 D = -_�; -cAN BE `s FLORIDA BUILDING CODE (High Y$loci Hurricane Zone 1 1poom IN ANY1 b sm NOY _ PUMP mTral 9$. "STATIO# p.• STATE 4F s' 20 GAGE GALVANIZED STEEL STORM PANELDA"Alt ar .• 't • ".. � DEETAIL 1 Ea = ;W� TS, DFf2x/zDlo �pL�{� y _ i ([ � /► BSI GLOBAL. PROIEGTtON PRODUCTS, U.C. SCALE /J2` ., T• T ` � s f •_•'R �yS ' j1}I. E C O B}1C. 4600 S.w- 51 s*w ATE; ••1'H Jj/y W+I dREEN$Na COMPANY DIME. FL 33314 I .sex. EPM t, svmM: n n,es Prrorae f )Dan-T54s, rA+: (- -sw 20-176 2 rmw /JiM1 m-Ism t.: (WIN m-w1 &RAfAe10 NA' aoe�wr rI PTE. SEALAmATuPEfOATE t:A-oDWiYtO I-]-.[ AlwoYsw 4 - - 3IIET - of RI - - .. :. -l--P cn Ca aD `0 U L_ N Q � o O C .5 CQ U 0 - 0- Cn � C to 0 O -0� W C = O tz u- L+- O `M` / 'f/� VJ L O Cu '0 .- -^ '' ^ vJ Q Q "I N a CV Q M .< i 4 z z W J aP O V CV = ?C M- CC A CJ A. N CET O d r By iZ L E w E C ID U -1cc 1- v NPi . - C3 N C . N - £y . z- " '.'M c E •T Mil. U -.tom. Cn-III-IIIII'll' ^ W1 (D CD i Pj v ) O L- (/) 0- Q (1) U =3 M a I� L) W _ L Cl) m Lu = Q z z Q J 12- SHEET NO. IS 1.2 MAXWM pgRammolma &S.D. WM VA&M 1AMMSE RAM PANEL LEWM LpAdj ANIJ *L� SUMULE EQR SERIES 1090/2= i AAA_ZL�Rw4juuw_a� E=Z HANG STORM —jftLx_� PANEL OD M= Z4:, �_ MRIGMUM Ak,E 06"Of I r74 -, MIA, P�SW ��, .= I I o"Ro"t WTON 1 I - - -, -1 - APILYWIL 10 I - � I E (SEE s � CONDITION I _FQNI m INS +65,075-3 1 70 - � , OR LESS 11 -- __ - - I 210,10, I — - T - - ,7-. ,.,,.-. t�_ P-1-od ,� . W I."�% -75.� I 70" 09 LESS 1 2 7/8' I 8OLTCO . I A� &,V * WOZI,"14'fiW� 4' 11-S, PLS' * WINGIAn AT MUBAP III MIX OF PANEL LEMINT1 OF PANEI_ 1, _ � , _ ... * T�.T�,.Ifj�w��-Atimpj*-itt,�ll;i�i;iag:7.1g'I ,=,,Ia:i:Tw*i;i-��14747�,zUj,g�� pilin4sx.filail�4F-IRW.Ilt4l��v�..- A -J.-I _ - W. I__ .. - J 1. _0 ... . I .. . - - - __ IMP Mm �� -ELI�ls*IERPa�ishL,L�MEEEIEP-�491amg= . MUMIK �� __ -- MA M mudmum Amopme SPACING FOR E, IT, - ;I I/?. -� A, Sm %MtOm ,, AFFUCAME -to , PRESSURE TAPCOTAS IMly-111 PORLMATI: -��— -_ r0mm.r 0 - PANSUATE 4�;� SECTIONS 11 & ARM COMONAWN MAXIMUM AAWL wmw v oq RATING ,:�;, ::: . wm,wnr i:: 01i Ii i! � ,Bfm-r� __(E_�01 -amw !: 1-�� to-INI-1 RUDER OF THEM ___ ___ 12 . - - M/A 12, NIX 12' 1 N/A -1 1V T , N/A - I' A 2' (TOP) it' V* 10' — — 1. 51 e V 4� 20M 4 12, 3. IV '_ ----'--V- N/A A $1 V — — 1. 1. — 12 ,/V ./A -- B. �� IT, r (WITONO .66-0, -75Z _..2A____z�_ 7. t N/A �� 6 1/2- ___t�A __11/�_ N/A 4 ,/V -_ N/4 — — - 'I 07 — __ ./A — —_ I (MR) --- TO' 0" LLSS 12, N/A Ill ___ — N j 9 1/2. N/A _7�/7- 9 1/2- --- N/A - x (BOTTOM 11 ) - 12, MIA 12' 1 N/A 1 I-' 2L___�� 12' � , ;7-+ ; "' , - --., ""' li�' 6 . 12' 1 —1,11.1. I _ .1 11 9121 12. _L_ - If. t __ - I - I -1 ----I-- I - 2 1 - - _�_ I, �11'w�.) _____j LIMITED 70 BCD F,,.J, A,SU, OMGN PRESSURE RKIN4, - - __ ____ __ ___ A SM SHEET 26 FOR ANCHM TWIE A, SPAC*K FOR MITALLArOmm INTO woo) FRAME ompa MINIMUM ANCHOR SPAFTWS, AND MINIMUM CODE DMANDE AM 94OUTM ON Pits SORSOULE� FOR m LESS IN* INDICAM ON StRAD" REDUCE ANOROR I%wv(; BY MULTITLY046 SPACING 940M 00 SOICRULE STIRS FOLUMBOD FACTORS FOR THIS OPOWANT *6 BE POSASUE, REDUCED IPAPIN0. MA94ED 01ING ,AGW SRMLL KIT BE UAS IRAN MNMUW WACING MICATED FOR EACK ANCHOR TYPE At I.Enew I - � - -11 -ANCHORS ___ ANCHOR rff ; �_21L*�!_ 1/4** NiRiMAit- __ 114-. , _11II-1111" ___ 1/4-0 ___ __ WRoo, MeA& a . ___ WIN. ANANIAT, wAmw (W') _ a a -mm A I Vt . Im"MAT'No, w 3 A ,I -3 A -Mil =;;�Z4 - 4 11/2 - a ,p - 4 AM& VA Ow mm"op � I I'll VACIOR -----i 1/2' __ - " .., ... 11.11 ..... . �� ____,__L_vr _��:_ ____ - - � �__ T - -an -_ r vm ,�W- - 56 - 3 U'r, - - _ ,.� _ )AM If r_v;_11[w_0 I I + REWRES 19.-� OWANCE BETWEM 001101A OF PANEL I AND 0 TO RE I/v __iT,,,2- Vw� Ill ++ REQUIRES M DISTANCE SMEXN SOMIA OF PANEL AMC @ TO Or. GpIr kT�-1-1_ — COMPONENM FOR REGULAR. LIFE S (SCALE 1/2- I') - _ -- _____-1__1__. -1 1 --15,125- (TOTAL MoIR) --- -_ ---------- -- - _____,_,__ _� i -,-- 2J97'_ - -1 I --.------.,-- -.- _ __ _12,500, (ILMOCII-Ps vmmT ------- - ____ ____.__ -I------ ; -jejr i 1/4'�2WNIO , ? , , -4 750"', _BS. StUb ONVUU) I " . � F F_ q I I I ___ _ � -I`74� , __ __S ,/4 " .) ___,__ � __ -.,---'I � I - - JIT � " " " * i �,,� I , __%�iSo._ f 1.2 W - , . AT ,,, U! ,,�,c 1 -=- - -�-I-I!fo'- r-:Tw-- ,/ I 1, . - w 184IT-11 , -0- ! �L BAR, BE Rrvmoo) . : � � I I'Sw � � !., - �, - 4,*. - - -, -- I I I , - j � : �_) .1 1 ".7 - E , I �, , - - , ' � `* � I - i ! � ow-4 ,I � Am- I OoW VIN TMKX h _X 1, 3x5- , I ..-�, - � , - I I N I t- -_ I I , t- � It"EMM y p L671- I_ I -Al - IN . � 08-1 1"M GALVANIZED STEEL 1_,�,(�, I -,,, , � � - 2 UITIV- -- -1 , ---A 2 � , WCE ASTIM A$" P, I ' �"' �� Ty 1xisr -.4", . . � .2 I , ". -- -1 I GRAM BID WNIMWA 2.125- �_ L jl��-_, —,7, I : __ __.-A I j�z�-, , - 1; .054- Imoul �Ti I - MAIL A 0_100 "cl I I --- 4v� _1 - - I I , , - _1w,,;, (TYPI) ,.",_ - _____ ___ Jv__,__1__,_,_ ". - j �T a) �� TMORM-EAREL I ,-i3sl MAIL A -J __-S — . I , , I I � _11 __2,Oar __- PANELS $11ATL "" INSAU411 ALWAYS , FROM Lm To RIGHT w/ I/.- LED '_E - (�) M-WMLM 0 OR) AT EFT Sol OF PANEL 4) !e-HEAM (�) TWK A I I 'e"�-',� �� '-- I 'tr� lop EWE - (Awi,.� "I, ',11 �'- , OF RAMO, 0.024 � . I ------------- GALVIN= SIM I A'Al qq kt_ � - _v. I I I 1-1 0�1 HEMMED EWE ' - �- 1_� ��11 �vw � IT-270 � 1� I *O.w i � - _rf L PANEL �', � I � -` r � z , , , - , _,� , i � , ,<,,-- , -xv I -� ( , I , I ,� ,�, �_,,� IT 3�% , J, , A � I - , #270' j ; ,� `� , li - I - � I _r--T,f,-,___.2oO1 � I - , - `_��, , I 1250"I" I If-, � -��, t , � '11 I 1 101TI _', -1 I'� ,; 1`�S_ -_ 1�_�_ L-11 t , , ) I,, ,� i /111--l—, 1 4D7- #A25-1 i __ ___2S9I1____ HEMMED" - 7 I_ --- _ . ;,- -,,,�, Wi2na, i r _� . I � :,� ��: I 1, 4,_��,_- T - '-�-J� 1� - 2�250` - 1. ��T, -__ 0 , � QUR` I , OR J�� Lym IEW DETAL A � , 4 '�o , J_ Em -Y I -- I- �270*�___ -, '11� � � I __ -1 .4w, - " W� Ir ROUNDED CONNER, 0 ENOS OF PANEL's , _ r ? - 0. ,.wl ,; , � I - END UP W/ HEMMED com � .2,0':S�! A257 L - zii;� I � 6 i : --2-37ir I (N.T,S) ,�_,r� r"P. florym p1migi-I � i 'Boo. I- _m OF PANEL I S,750- 1 � � 'oel. 1 ,067* - (_i) )RO&"m (�) EL 75o. -0 072 i � (--) IV' 11 - I � � i I I 2,124- , .8 '. .SEC SHM 6 MR ADDITIONAL 15o'- 1 Liroinolcg W t9EYE LENGTH is I r. -i � III. I � I � I'll - �12V, 1, __ ONLY il FOR INSTALLATION #no i � __j (�) 2.031-1-Ax ! .... I , WOOD SrRkx,nms , 1-250, � � 3751 1 i .1L .1 _1�_' I I I I k � I �� _1 MAX,AIM C25g I � - - - ; , - _____ �--f -2.ow--- LIDD � 1,7SO, 1 - 1 193, 1 - �12s, .Obo � , I � ; ------2.BAS*-_ t.,Ije�_ I (FR% � , 0010 L ; 17 1 � i , 50' "U" A* 0---,--,j HEADER � � (�) RU-!H!_ffA= 08 I-- j � ___ --I- MR 105, W..----,-- � � � : 9 WKWALMA& @ AN= ____ 2.0l - _j � (6) P., .C*1 'Z_R0&K 9 E&M-EMM UM RAIMV __------34Q(F`---_ . I - ,�7X � ,Z�, , . "'HOIN" T', � .A A, T�147 I , I ��Cc- ,,'�, h I/O WIDE) - --- ",_ '1011�10 I-- �,_j -- ----- _____,__ , . I '. $EN - 4, �� (USE: ONLY, FOR E-z HANG STORM PANEL ,;I . ,T � -08?�.,_ A- ' SITSTIUA) 60&3-�T5 ALLN, ALLOY I& ! .' �- ,470, _ .275 WN, [I , 'I" _ 4' .. s � 1 � . I I - 11_____ J , , -A , , I , � -7,w . i. I 'it 117,� 4�� I . ,_�,p 1.12fil 4 No. 44167 . - - , - FLORIDA BUILDING CODE LNANT INIgh wocify No cam zonell zow!- , - . _ � __T_r____,_F��=�: �,Te jT -- ---iv � *-- � I M. 'I �'.' ; , , '123- !;P`� -1� FMIN 5��N,,.,,` - . ,.--- - .*� .v,mm � 24 OAGE OALVARIZEO STEEL STORM PANEL PIP. I_ LLJ I I", . "� __,_ �Z, A� vvWF oh I mp-) ---'-, , 1 t S!L, �- - - z000- - I _ SE-T. - - �_ '50 - v7pil/2= � L, V' UIN I 11clic 0 mt. \ GLOBAL PROTECTION PRODUCTS. ac. mm, iE� _36A. 4M 3.10, 51 %VFW Owl FL ZVI. -4 Row�;%M� wt TIMAWIT-0777 20-175 -iat` _�,� , DN B=-OUT "F" TRACK - bwwm *-. (1:� ww__0w-_1F_* (R @ & (90 WAMERED WINGNUT ,� cA-007,0 A A. TRACK-ANIM (ZAMWI 3 ALLOY) wu.,;N'I,� Pir �_�IPW_F� L_ am 2116 !=_= . . ------ I 'I 9 Ir sxmrg� m QLASS INSTALLATION DETAIL.S FOEt SERIES 200Q & 1000 E-� MANG STORM__PA - INTO EXISTIN,Q MO SJRU�� NJL_W 4,,__!_�,,-,. 11 1#4 WAS" a fl= I +_�__.-� , , �1 1110 I 7 , I HIRENTUT ON , I VD, AA�, 2',W WOO) 1� I 1�0 , , 11 "'-,,-"` " _ " REOUPED 3M,A% IT A' ox. w/ Fal i WOOD NKAM� I THRIM POISIRAWN - i I I I , i = OTI EDGE : � il�', I 1. L W= IirAm � ill, I I i 4 c.m #~' cws� , � � j ,,-* CA. C40 O1w , I i . I , ,d.' #1411 S.M' S, -0 Ok aIn OF 0 (b `sFE MAIL I/2- A, " 11 � .�Twlz,, � , . 0"Aw g F_ 1_11 .... � I a I t - I gi, 6 1; . . tk 20 ;_ , 21 _p milaswre fmwt I. BELOW) I 'Irt LAO IFOWME 0 V, o1r, i , V2, WF4 THIREADIM, arlr& -4 ADBIDTH OF IMATE AT 20 0, " .1 =11"w"'a"Ve 1211*1 I'm, MY' (2) V.4, WOM kX7 RMNIM PLAT OP cw war, �, NSTALLATTONS AM ONLY YAW FOR �,U%Dli" IQR,I A��E, IDAIS UP TO +664, -76J PH AND 'AWL 5 LMIN UP to S'-VABN 21 FOP NOR Wwo WOOD MEMPONI m Or SOLITHIVIN 'NE UAL �L W/ rXQn_w_v 01551 Im COU41- top As L OAAM UN ;&�� Ilf-P.8r.pVt "I MP & BOTTOM MOUNTAITS DAN ITT COMBBAW F4 ANT WIM, m SVI ANY "TRALVDAM, mm�wklm`,; "N ; T., i ; A " , I'M-, I'M Amman S= ME] - 1,1, 00-104 1111*.i�).* � ", A A N 4ZU"'., I A m1or OVERLAP i U11 0�c �__ " --- I-. I I "I/11M, . iQ f i - TO " 9 �, 1 1/00-10.3 W/ 7A, 11 I __ __ _ __] . c� c� R 1:-Ill !1mAA ,2 11rat 1.11 OMKM - � XV SGXLE "t^ . , - , 1 , - - 11 i IL �, I " 7I � 11 aw I , "I I 9 . 1�, l, "I"AHVIONONA ,� a ,, - - , I q!#,�� A I Tit _ ,$�N __., , 11� I I � '11P " , \r EN I � ,I-- I V_ ls� I / *`1 "' f , No, 4 - � % *� � 1,i� Ca M`A-O I/ � - I - wit � INATnEIT TIAC," Al, VMIDWIT k4P C-All "IMUM SEPARATION TO MASS SCHEDULE Mamum PANEL LIDINGIR (I.) __ , I - WIND SPEED A; I 70 m,eJP WIND SPEED �� 170 MIMI r--------T --to RED �0 OR LOSS ,--- __ __ ___ -11 V � 71 6, 5 I __ -1— To 90 1. I. T/V I sp- ,� to 1�,S, __L_ - I- 7 1/1 L,� — 1010 1w � I ____!�_I _22��ZV I " I I' - 1 7 I/V —1 - , _ . . UHNIU1114 PANITI LFIN11' .TM ttnl FnR A 6411rld LIOUNTING COMMON 2' D M (9) (' . �. I (& @ -, - I - --- ---- -1 tslwl,s� Q111 Pula-0jr 'r 1100 -F TOP DIRECT 1V 0.,r I MOUNT HEADER EADER I i STUO ANOM .r Twx ARM Iftiot 80TTOM � __w WaL .= __ - - __ DIRECT MOUNT — — 1-i . 46' X, w w w -mi -mxa-- —n- - 32 32- —v - ____ A? , —3r —3r ,_ Ir TacK - SS, 12 :31. 42, 67, __ RG. So. __ I7s-�Z-�F wazw-jr-l"t -m= W SIDE CL -w. . - - w w 6c II- - I 11 SD- I 3vm- I w i 3W --i �Iw_T_Ez--_I ;14-* LAC SCRE.1% 9 V 04. W/ ',��Z;,r ITIRIUMUT mrn�lIm i a #aAa WADER. D4 P�-� V4.1, sJ's, Ek or. IS, Q 0 NFImm IIET111011 Im & �Bgw- - w �s I ; r 111MAP t z x li_'] I 1 I 4 ;j , . , I E9 IT 1 .� Nj T I i,4bk�tu Non to, SokwL U4 SCRUIS 41 OUCRAW I , AL� 74ACADED -1 TUP AP.. 1�1.4, VK,w TaXTE 0000AM " Ift"10, 2/4 OAX ANCHORS (SEE SCHEDULE OR PI"_i_____ _______ STREM 9, To A113 . __ It, a __ -1 -_ --f-- - - r- -1 - -11 -- r- - F -1 - -1 -F- - � I � I - - Ifilm . - A, WNT, Jvj=. Sam 0 v Do, IF'r I RACKOM PENETRATION WON) READER � ,;!..!%.; u. ,� . 7 a 1. ox, A, p"I, FALR' op,mo, 0 _e ISIDE ITUAL 112. A t Ty4,_n,yY, 44. "' , I,- , _ii I 1 Z-1 , 4 , I g j " I ft " . 1A �� -f - I I 1_2!_ .---I 7,VwA3/321 20 GAGE GALVANIZED M STORM PANEL " � WNWY w 48AL PROTECTION PRODUCTS, LLC, AF�r,',B',0a` IWV191411T NAAQ:_?v,Rw-iMk *Armomsl, 20-176 rjIel/4, 5/4, 4/5, 516 & 6/5 IW/S. 2W/C 3W/7 & 4W/7 - r, - � ! _1 I ___ , z__ - - 1 � --i" ---r-- I 1 1 - 1, 4_1 _111 � � I I I 11 _-A, - , I i 1 I [4� � , -,�, 1 � I 1 � �� ! i �_ - - j - - [ 1 - , _� I I I i k �111, I I -1, __ 101�17sp W/ 644-2041, T I I F. I i , 1 , ,�, T � I T-1 , v - , T (sm SECTIONS AS , i " , , - ! W/ a rA OACIFLNP APIAL I j I , 1 1 1 1 1 (sEt sONEURS AS *PLV&.Q I 1 . " I I . I I 1 1 � � � � - I __ I I I I __1. - -1, - - , _1 ,,� I " k - ''I 11 _., _J, 1_11- ,'� __LJ L-t-A-_ � � �, , - I , I � - t � , I ,,� I I � , , , " - _11111 I'll, " i 11 � I ... i , % $ 1 1 1 1 L t '. I I I I L ! I I I I i , � I 1, I I I . . I I 1 j I 'I i I T I , J, 5 � � I 1, -�',��- , � � I . , � I � � , I ! i i . i I I 1 ; , L1, , _ - t It" � �� i I - - - I - ;�[ ,J4 -, ! - i4 - I 1 1�,03 �(�___I _�, I'll" - 1. j . go j - LIP_ __7 ii =id_ ilel J_j @ org � I I , 1 1 Oft I_------ __� 5- mm j 2/4 1/4, 3/4I 4/5, YS & 6/5 ' UN- ! LOP W^ 2W e6 SIM & 410 ,' ------ANCRM (SEE SCHEDULE ON SHEEIS, S. To &II)-, j REGULAR STORM PANEL(f), ELEVATION "4� mo,,� GAP M7. NJ-S� 7- AA (Mk OOLV -1 wox IWAM �f MAY'. c E 44167 * Tz OP If W11 I 2111, "a GALVANIZED STEEL STORM PANEL �-- '—N I j,.o. \ 101,0041, PROTECTION PRODUCTS, LL 20-1175 - — __ -_ guma&-h= (c) M,.!W.'@Ng-EQ—ZL.,MK-W.L�;fj,��l�L-k-&-al"N,;� tEWU�HON C�� , rlllcorpAlxtg�� AA UV DMIl".)MY (P,L,O,) OAS SEEN VERIFIED FOP, COMPLIANCE IN ACCORDANCE ilClll 1APOGN ANCHORS, AS MANUFACTURED BY kf* DIALOTA, INC, WIT4 RIC 2OZ13 (7th w") or THE PLORNIA BUILDING ANDOE, ITft3 STORM PANEL $HALL NOT BE INSTALLED At HIGH - #14-10 RUMMAIr F0441 10 .'�NIQ PANELPFl- PLUS ANCHOR% PIS MANUFACTI.IRDO By Ewo COWTHLICTON PRODOCIS, MIX" KURAISANE ZONES TUM-OADE / OFIGNIll COUNRJES)� _ ,/4'0 TAG SCREWS PER N't-S. DESIGN` WIND LG" GFIN-1 K DETERMINED' AS PER SECTION I 600 OF �W ABOVE MENTIONED, COM FOR A SAIMIC WIND - 7/10*0 . B/6' WOW BUS4IND, AS DISTRIBUTED BY ALI POINT SSIOIF ROLT & SKOALTY OO, S�, A$ REQUIRED BY lilt JURISDICQMN WHERE STORM PAW WILL BE IWIALI-q), AM FOR A DRECtiONALM FACTOR , - 0--ALBIL, USINU ASM 7-IS AND SMALL NO EXCEEO THE MAXIMUNI (A,Sb.) DESPR PRM30RE RA71NGS INDICATED ON 'AfEETS C 1) MINIMUM THREADED FENOTRAT100 INTO WOOD QW TAPCON ANCHORS SHALL BE 1 112,* ,041 2* FOR EICO PANEWMAIE PLUS 3� O'MV T2 & I7� 10, AND PANELMALL FEMALE 0 IN ORDER 10 WITAY THE Al COMMON, MITUM MILAN Wft I&AM OmNmINm ROT ASCE 7-16 SHALL K, FIRST MOWED to JLSII, DESICH PRIESSUITEL RATING VT MULITTALYINO TIMM BY OA IN OROCT TO COWARE TWELE W/ WX, (Al C,�) MINIMLIM T14RWEP PENETRATION Of LAC SCREVA INTO THE WOW FRAME, ONO SMALL BE 1 112-, No Twv,m DESION PRESSURE RATINGS INDICAIIED ON 5WETS, 3, 9 1HRU 12 * 17, 4- PENETRATION 'INTO STUG00 1IFT41, fit CONSIDERED AS PART a THE REQUIRED THREADED PENETRATION. III ORDER M VERIFY THAT AN014ORS 09 THl MO, AS TESTED WERE NOT OVER STRIESI;CD, A 33% INCREASE IN ALLOINAME STREM FOR WINO LOADS WAS M USED IN THOR ANALYSIS,. FASTEITERUS SPACING TO WOOD HAS BEEN DErFAMWD IN G-3) MINIMUM Wl DISTANCE OF LAC, SCREWS, IRM WOOD SMALL. HE AS NOICID IN TNQF, DRAWING Ab�OQOANCF WITH N,D.S, 2.08, 'STORM PAJREL�S AOtGMACY FOR HAPAC1 AND W04D RESISTANCE OAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16091�2 OF C.4) MINIMUM PENETRATION OF wow BUSHING SK41 BE 5/6-� 1/4- 0-20 SCREW5 USE SRALI� BE I t/V LONG MINIMUM THE ABOIAL MENTPOTILD CODE AS PER AMERICAN TEST LAS OF SOUTH FL)BOIDA REPORTS #0074,01-01,AHO #0219,02-09. As SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS)MRf NO SIUCCO_ PER SETO I 2-99 & ASTIA C ZOI-02 STANDARM Mo AAAFIRtAft 'DESTING LAIR SOUTH FLORIDA REPORT J1123,01-II) AS PER TAS-,101 AND TAS-20 PROTOCOLS , . AND AS HER CAVC14ATKINS PV39OWM IN ACCORDANCE W/ SECTION IFO4 or Sit CS) IN CASt THAT PRECAST STOW� OP "M�W COWRrM RAREM MCCO Or, WOOD BOARD$ K FOUND ON THE t'XISTING WALL, ANCHORS SHALL St LONQ CKU04 IO REACH THE MAIN STRUVILABE SCHMID SUCH PANELS� AIDR104 SUIADIAR, CODE ANCHORAGE SHALL BE AS NIONTIONEZ IN 1: 1), C 2) & C-4) 1, ALL ALUMINUM EXTRUSIM 10 WE 6001-16 ALLOY AND RAMER hJNLIESS OTHERWISE NOTED) SEE SpjTr 2 M) ANCHORS "LL BE INSTAL"VO FOLLOWING ALL OF THE R&COMMONIMFORS AND SPIEVVIGATIONS OF THF ANCHOAl'i MANUFACIURM, 4, ALI ALUMINUM SNW MERIL USED AT CLOGURES SMALL RAVE �401-HV4 ALLOY, 8 PANIOS MAY ALSO BE INSTALLOO MDRUTORTALY FOLLOWING RITUALL&TIo1v MANS SkMN 00 SECTION I THROUGH A (SHEEFS 4 I A,, ALL STIM. !Q4EV MEDIA, FWAIMS SHALL HAIW STRUCTURAL QUAM STEEL,, ASTV AIFS3 SPARE 80 WNIMUM, G-W GALVANEIaT FFIFIAIGH 6) UcEr tHAr 41CMAOISO &a sRALL NOT fit USED, SCEU. DOPPRATION W/fY- 424 kM tAFTI WiLUID), 9 IT SMALI, BE THE RESPOW11AUTT OF THE CONTRACTOR TO VERIFY THE SOUNDNESS <0 THE STRUCTU R WHERE &OMER r TO K a. ALL SCREWS TO or MIFIVOIS SIM-, 304 OR 3-6 AM %PASS OR CORROSION RE �, COATED CARBON SIM AS PER GIN ATTACHED TO WWRE PROPER ANCHORAGE. 'HIS SITAITTEP SI1,AU_ ONLYSE ATTACHED -0 Comcpm BLol OR WOOD f1mME '"Ll-141 I 613018 w/ 50 kR -ITIOLD SIRENCTH AND IQ kAi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SMIXTO ',OtX SECTION 2.0's �I�A, 10 EACH REGULAR STORM PA14 WOH LZAKIR 5 OVER W, AS PER 1, Y 4. 5, 8 AND ALRIYNATIMES IW� 3W & 4W O1Y 5=111SVISAIRLE R I SRETTS 4, S, 5 A, 7 RESPIXTAl VWL, HAVE A LEGIBLE AND IMAKINO 41ASTRUOTINO OWNM OR TENANT ,to In to OF ARIN A ,tol GAIVAITMETEFT_ OR AM TB4 NEFFC$ STAINLESS WEEL, H W I, imull YIELD SYRON , - 00 - - WIT is AIN GTH SC,OORC PAHUS W144 APPUCAME REINFORCEMENT DURING PERIODS OP HURRICANE WARNING I I ANCHORS TO WALL SMALL BE AS FOLLOWS IT, THE hisrAUATION CONTRACTOR Is To SEAIJCMA)� ALL SPUTTER COMPONEW EDGES 'WHICH REWL0 IN 0NOTNUOUS CON'MATT WIH I THE DOomw ro PROTENT w4NO/RAIN mmu"., , I� W T2_&mvS%,mFmXL%w&m I 1/01, TAPCOFT ANCHORS AS MANUFACTURED BY V* BUILOCII4 ME Ab� P.-fU97 P.-,,) IZ STORM PANEL 0451AUAMON SHALL COMPLY *134,SKCS INDICATED AN IWS DRAWING PLUS ANY SIALLINIC AND tON*4 RCOUI.AlIONS I- $,It' 0 . 7/8' CMX-14 ANCHORS, AS MANUFACHIRSO BY PONALT IPIC PROMOOD BY THE ,URMOICTION WHERE PERMIT 15 APPLEO TO. t/4'# � �',/A' SOLO -SET ANCHORS, AS 06RHOUTED BY ALL POINT _'M.", UOLT & SPECIALTY CO Is. (MIT, I`�-wvf) PLA,41) 4 (0) THIS PRODUCT EVALOXITON DOCUMENT (PE�D I PWARED BIT THIS ENGINEER IS GENERIC AND DOES , ACT PROVIDE INFTAMAIXIN - #14-10 RAWLAVOT 'OWE 0 & PANELUATE PLUS ANCHORS, AC MANUFACTUAREO V ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECIFIC PRO�GF, j,d- WHERE W, SlI CONDITIONS DDIAATE FROM THE P104 I - I11V# ZMAAC "LOT ANCHOM AS MANUFACRAMEt SO DLVALT� INC TO CONTRACTOR TO BE RESPONSIBLE MR 714E SEIrCTION, PURCHASE AND INStALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT I,. At. RADIO 1111 THIS 1,111, 11.1.11 HE/1111 DOES 1111 DVAA11 P1111. THE CONDITIONS 1.111) 04 IIIS DOCUMENT, A,U 1ANIMUM EMBEDMENT ol 1AICON .'WIT, IM ,-PEO tow, BE ,/`i 2 " PANE,M, To C'E SMALL I " , 'no CONSTRUCTION 5AMY AT VIE IS THE PONINACTOR'S RCEPONSIRIAT, � !/A- FOR ZMAIC NAALN WOHORS. (I) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RFIAUO IT MODIFIED A.2) CAV-111* SOUD-10 ANCHORS SMALL at EMBEDDED 1/6' MID THE POURED CONGRCTE, NO ETAREDMONT INTO I SIM= EMAIL BE PYRAIRTED. Tle 4-SO SCREAS USED $HALL Or 1 1/2' oata� MINIMUM SHOULD STUCCO EXML ($) ,SITE SPECIFIC PROJECTS SMALL SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHREM WMICH WU SFCONN� THE AM " MINIMUM FOR WALL�S WUM MCI STUCCO, ANV MAT K HEADED SCREWS OR ALL THMADEC SVC*S W/O PEAD, ENGINECROF RECORD (E,OLk) FOR THE PROWECT AM, WHO WILL BE RESPONST" FOR THE BUT WITH MONG NOR$ ER NGINE AITRW AS A DIELEGAMED ENGINEER TO THt i PX,n ENGINEER, SMALL SUBMIT TO THTS LAY" THE VIE $KCRIC ORNIANDIS FOR AMVIAL . A.3) IN CASE THAT PFACCASt STONt, PROCA51 CONCRETE PARILt PAYM, SIUCCO OR WOOD BOARDS BE FOUND ON TME DOVING, WALL ON FLUOR, ANCHORS SAAL V, LONO ENOUGH TO REACH THE MAIN 5FRUCTURE ftliTND SUCH PAWLS (A) THIS PED SHALL IMEAR THE RATE, AND ORIGINAL SM AND SIGINATURE Of" THE PROFESSIONAL ANCHORAGE SHAL, K AS "- DWARDU IN A.1) AND IN A,2), 04CINUR OF RECORD TFMT PREPARED 0 LA6 i SHk_ Or LISCATCO ON A READILY Ill LOCARON AT STORM (0) tD-WMK��A"L-�� 14, =TIFSAHLM�AH C_ C�FACTQW'S �/4* 0 TAPCON ANCHORS AS MANOFAYLTURED BY I, 1, W VWIDEX, 04c� IN ACCORDANCE WITH SECRON I`70911 OF FLORIDA DUA.Oltle COX, ONE LAREL SMALL BE PLACED FOR EVOTT OFTNINO LAVOt 70 CoMol W114 SECION; I RIS 9�3 OF THE I - ,le 0 . 7,10' 4;XXIN ANCHORS, At MANUFACTURED BY DEWALT, INC, FLORIDA BUILDING 1001-1 - lleii A 3/4' $01LIT-W AWOHOM AS FISIRTOUTED OY ALL POINT SO", WIT & ZPOCIAL'Y CO - J14-10 RANE00IT FERTILE IV AND PAPHIMATE PLUS AW-1,01l AS MANAXACTURED BY ELL GON-RUGHON P2MIJUqUi, " - 1/4' 6 ZAAl NAILWANCHORS, 4 NANUFACIURED OF OCIATO, TNC ng. k�W I NN IV . . , , / , ,�, A .�,_,,vk, A�P,�--EN 4,,) MIALNGw EmOSOMITIT OF TAPcON AKNOM aPo PAMELMATES, AND ZAMAC MWN AKHORI INTO THE ,,f��'' m ..�p FLORIDA BUILDING CODE (Non High VeRntRy It cons ZAINA) 19, * S_ MOCK UNIT SNALL a I 1/4-� � I I - , ------, — __ ______ .* - ___ - __ ___ -------' 1 _i_l *2m Itim. TH, 1 24 GAGE C41VMM STIEEL STORM PANEL ; FF. TAM MK--#4 & SOLID -UT ANCHORS $04L Or asal ?/Ir Om w CONCRET., all'o" OR" '40 4O,NQ,,G44 67 % Y � . I= I — -,!! �w ,.-sm SmALL Be 1 MINIMUM * 1__�bK_1___X�_::;1_ SFUCCo _5HAML BE PERlerrEm 1/4, W-20 SCREWS !lr Low, SHWto'f9to M�x, 2� *, 0,M/Mot, r AND I' MINIMUM FOR WALLS WIN NO MOM -0 I - P Ir :p I , STATE F , - ,-- - __ / IL ECOme k i R=Tft PRODUCTS, LLIC. r ol - OLA) w CASE In"'Ar PReckv votc. OR AAW-45- CONCREtt PANELS, STOC-00 OR WOOD ;BOARM Sr To -Aft. ofo � �, C I vrvoor — , .W 4W %�: I,",. ,,I. , .,� , EXISTNIC WALL, ANCHORS SHA!,L BE: LOW; ENOUGH TO REACH THE MAIN STRUCTURE W ,i�m "' � `%�.__w_r_9AA,i`P 20-175 -MIND .I, Rft � . /Al"w � _. ANCHORAGE SKI" BE 'AS MENT04ED 04 50) AND 00 EL2) - CA-AM07'. _2�� "Ill ;,N; ", ", ", -F� SMILAWRIRl 6�� folt, ,_ . A� AM 04;10 L FRUIT � =Ij I - IN$TALLATION DETAILS FOR REGULAR EA_NjL2 __1 I- ___ INTO POURED CONCRETE QR CONCRETE BLOCK STRUCTYM ",_LVISTINC; POURED comicAm ;--v= 10. TNOWl � Of CONCRETE RLOCK I I Alt " I REWIRM C014CRM AT"- � "OHCMftMllt ANCHORS� - (SEE SCHEDULE ON 11", - ON .1 1, (SEE SCHEDULE ON I IDUSTING POURED SKEETS 0 THROUCM io) _ SHEETS 0 THROUGH 0 1 --- 02 1 �i � 4) I OwRm OR I J I CONTGREFIC Mom 41-mow - I- 1 1/4, �-<S � 1� i FtwwO —, � D _4 Blon F I/a* i "/,. � I __ *,We 0 1/4, Rc, I 'I. � -I--- ____ _. 1_,_______ I s � Lox__ -- ----- - ________ CONCRETE ANGAORS - , " 11-11-1 , , " ; - T � �, I " ___4 I - 7 � I .. ,- _ ; I �J;g 1, - -m oiPot- I ,;g . 77 � I �o �jk. I d I I t.xpr I,- , 7 ; � iki OuGir i F I �� ! I - I � I I I . ,v ... I I " 11. �, 1- 1", . I i g,�,,�,, ", I 14' I I � I I I ri � � I 01 i � F,_�T I : I I t " � 'V', - _ ; � I ��11 I _1 1.<Dl� I ;;;;;�, (Ti IF i ; ! I - I � — ,�_; I � 11 � I � i ��--ip- 0 1 _�� - - -,I- I I ',T iF-'TAM. , lxl�& , ......... i I , , .. to _E m I SIDNIA011004 , ,It-' ,I- , I I ��Iz 5 1 i �- , 1 TUSE 90 AM - 11> I �� F - To CLASS, _ , ==_An Ir- ; (SM SCHEDULE E So , , "Isss I � 1 =�4 'L* Ma#. ,nL --I , " I SEP ON �4 '�_,_ ILTHANYIPSA-r-r, -t i ME TO S 0 . )El 1� , I'll, I 1� I � I � EXISTING � , , ; GLASS ON 5141M 3) 1 1 PANEL ILENOTH i (04 " I I! i 11 F � (m SCHEDULE I -V I . � 'V MF. NvII., SEPARATION 1. mt.. I I � ON SHM,5) IF I I PANIR, LENGTH t TO Dow, I PANEL LORITH 1 9_,P%F ��-; 1, �,_+__ f 11 ME SCHEEOUJUE I I ,SU SCHEDULE CONOMETE, ANCTIon L�_ _,__,__4A` �-_ 1_ - - I L___._ � j (SEE SCHEDULE 1 3) , _ - ___ I ` -, fi- , � Ch SHEET 11) It - , __ L - I ON SHEET 31 ME SCHEDULE ON A I � __ I -, (, I t !�,Z' 111 � - I �,_A SHMS S THROUGH 4 I -cl I 1 IT � V . 501, if I I I , I S I " 11 I I OF V 11M.T"j4 : , 'T" 1 1 G-�-,-Ni 4 � I , ; . ;� I " 'fe�,,.-, Mal � 'V 't � �� I ) I f I 4 Sm I I ; 0 4_1� 4 I 1A1#_;AIw 11 �� I I 11 . I �� i',, _1wv IS - " I ,=—v,,;r,,,-,oV �) -11 I - - "-';,, _,,�r, �' , ED, D, � g , I ,,,, _--ci I 1, I � " W M, P% '�,4� -,-,,,-- -,,�t 'd �, �F, � , �,`�a��,, �,m' -_-0;,i ' `Wp i �?� " ,��',`01;r`� I , �,� 1 ! Z�, A, ,�"�� '_.�I`�'� ,11 4 - ,�,�- ,',�,�,g , VAX, ,g - �'$��"" "I"'e'�� , I .. I T ,� � � ;,' ,�,��,�� ", , ',�,�. 2W, � � I T ,,,4 1 I—, "I ��.,� - ; , �p , 7 !- I ... I - " , I� i 1; - I " �',� ",� i ;4 � i �'I I ,, 1, "o , I z � ""'; I 11, � � " i ,,,,,:�% � - 1� . - I I E.11 �' � A , I � I I , � �. I , X , 11 E�D. -_ @ i 5 nl� I I Im 1/2, I ,� I,, I I I I i � -1 '11, I � - 11 v 0111 __L_L_______ _111_i I ; I , 1- I 1 �_o I ,�', ", I , I : e� Dl , I " �f - ,(5:-* k"'F',xv Y, __ I T__ � - CONCRETE N 1 12 yr Do- � I (A'S APPUCA" i - ' -� CONCRETE BLOCX I � CORCINETE ANCHORS _, � I , , -4 - WMP - t" I � __ � - 1, � T � "I _1 , L _ I � wj , i 1 , I - _ -1 11 ------ j _ T= im .-.,,-. REQUIRED; I (SM SCHEDULE ON ,1 . �, � ,,�_ I ;,/ - ___ __A1___1_ -1 MBEET.- 9 THROUGH 10) � � 71A, wj -0 1. 'Ir ox, � I - Tt � "A ONLY WHEN, SOUO , - -=I'm I CALX-IN ANCHORS ' "EXISTING POURED CONCRETE I ARE OECD a w/ WFEN -, ALTERNW! I PANELMATES 004% Iw CONCRETE MOCK ,� I ANCHORS t VONCREIE_� 1-TIDEMI; POURED CONCRETE CONCRETE AW"ORS ARE USED REQUIROcL ON' CONCRETE ROM IWOUIRM). STMOM W/ STUD (SEE SCHEDULE 014 (SEE SCHEDULE ON I SHEM 9 THROUGH 10) SOOETS 9 TOROLOH to) "I'll, �t ftamp &_ &,N, ........ I "I -11 - , — am, MOUNT i9w ww I "'0010M)"", I &� 0 IV �kp, �JQA, �t ..-.:.,. /pt, 0'�v .--' qtij��% , FLORIDA BUJUDING CODE (Alon 109h WoOtyy MIA cone Zone) I* 1, #,ilk I I z � 2* GAGE GALVANIZED STEEL STORM PANEL : o� 44167 , - ANA%*e,., I b�� S . * ______ I 11 � I - � - W/27/90 CM - EDGE DISIANICE . " , � 7-TE c —0. \ � .. STATE Or,:�, � * � _-,_4_-::��_ / IL GLOBAL PROTECTION PRODUCTS, I.I.C. (SEE SCHEWLE ON TOP & BOTTOM MOUNTINGS CAN BE , 13 ------, ,=n Ilsnmo 4m Sw. 51 BUT __22�w_ 'I . Ato If, * , 0AW, FL z". SHEETS 9 & 10) COMBINED IN ANY WAY To SUIT Wt At .,�C, , 4., -1 - _* 19=01=c.omml ""e INSTALLATION, - ` ,)�/� aS,0 - I VON - I QTHHR%a4S4 TWA- (NA)UP-ATIM 20-i7b I I—— -_ pis - ampm,wl I I 04 to zu"m - , � . 14___4��A, �� I I _1� a) a) = U) ) -F0 C) a) -6-0 m 0 _0 E a) (1) L_ 0_ CL c 0 0 L_ = .&I_,.., cu 0 -0 im — D- U) . (1) -L-- = a) =3 --a CIO 0 0 -cu 0 -= (n ja c 0 2 21 = 0 a) 5: cu = 0 .O— -'--a CU LL %4- 0 — cu > .— . U) a) cn %_ 6 CU " CL c - �— cu -0 40 .= 40 C/) ca. < 0! 4 z z w mi m " cl-4 "" C= c%j - � i:=-- C= t - cn .,.,-- = I . 9 (5 >_ E-) - C-) m ca -cc _E m C14 , >< m: . = I.L. j=. =, .�2 ca - V) .= C14 .= on cz cu -c:c 2 C'J - , X 2 co �, CL) .- ..5 � ::, F= = .= CL) C) - 4z = U .- �: m -Z; �!: " :5 -� LJ w w = C= =;. I= .2 :., In a- = E M C, C),_ CJ " CD _ _________, — — I I 1-1 I I I NS 11 TA I LLATION DETAILS EQR REGULAR PAR — __1 INSTALLATION DETAILS FOR REGULAR PAN-", INTO WOOD STRUCTURES qtL �1 I INSTALLATION-- DETAILS FOR. MQVLAR_PANU�1_(J_) INTO WOOD INTO POURED QQNCREJE QR COX!�RETE BLOCK SBV�� I �`, " 11 1_1_.1__1_____v _,�' ___11 _1_11_1_._,.,_ F - I - -, 117� �� I,--"- -_ W, F ,,,,'� ,,- - -,-k�� I ',� - �"' , I , ,,, I , . � I I � L � I I , L� " I L � I L il� SEPANAnDN � I ,,� L ---�--t,11� �� t_ I t" __ i _(D I - I -�,n -�� - ALTERNATE CONCRETE , - I � 1_ , , I -------, ,In o-#,%s 1 ,::�7_7 ,. I " ,�, � ,� !" _,vw mcqors . " --' I , &a-,--- t/4-t-twr I � " "" - I LOCATION ", "I 01 1 tsEt SCHEME ON � , , ,!I , LW.P2ftt- r (SEE io 1 aA � / � -, , - , I" � , i � ,I I __=e LED --CWS RS _ , W � "', SHM 11) "I �L �, I �,, .n 1-5 I 11 I . I �- �--�,�'� - ----- -, " � EF`:4SCH , 11, M , , �- -- 'An" I I A �'s MI E STITIC 0 :'-,,'- ,-6/ / , , _-, I CONCRETE ANCHORS OXI ON ., 11 'wAr "m 00111 ON SKEr 3) - - W, -In. , ", � � � � 4 , I �, O' - EXISTING POURED CONCRETE � SHEETS 1) THROUGH to) 1- I '/,�� .94 , ,� " � � ,,� I � el CoNCRET'j; ,,, ,, I .1 - "I, q � � .TIT/4-0,�� P�--- ___ wiftl I I- I cn - �,� 'I �r" - _1 � INANT mom STRUrm __ ExISTIFIr ,,, 't I L I - ADEQUACY OF EXISTMI WOO , -1 I I _� , , , (SEE SCHEDULE OR CONCRETE B=X , � 4 OR CONCRETE KOCR �� III , - I I/ ___1#____11_ ;4� DRAWN AFP 7`-n � I I I 1 _60 SHEETS 9 THROUGH 10�� 7 REQUIRED. "I , , 1, I i I � , j , " ��' , I 1� * I I , � 11 I . -,.-- 1 FINg I >`1_ . REW , , 11 i�l 11,� I I I L To NIFL REAM TO JEE CERTOTEXI BY _1� . I I I � I � ----ED. � ,4 U ;/1 i � 11 �'4 � � 11 11 �11 I I 11 : _"` - _,',� I ,0 740 � MOM, -,- "M t� I � , I �' ......... " i i t OR � - ___ , - I I - �&5211VTaff, " 1, I - ."_ , 7 --- - _ � N� , I 1, 11 I ,_*TQRNAFE LEC �111111 ," I I— 1, " - __ I PANEL LENGTH REGISTERED ENGINEER OFF I CONCRETE ANCHORS � IT I I " a) . / (SEE SCHEDULE ON WOOD m � ARCHITECT PRIOR TO SHUTTE - I f1l') REBUT 1'� , I I I j r ",�� , � (SEE S`C40 -- 7-`� 1 ., � ON SHEET INSTALLATION, ` ,�,�__ �, � 1-1 - xg� - A � I I r �,4 1 1 � I 10, (D L �fX,Z_ __ 4) � � I f�__---- - � I ANCHORS ALTERNATE WOOD .-Im. '", I" � " "" - W-w.v, (D J L , 1, � \__ / " 1 1/0 � - , ,,, ___ WIN �, I ,_ I I " _,M_�_ =4 It, � ,, I tT t ..... r'. � --- " I -1. --- f- ; ., j I �i, 4 RAY& 0 = SHEET I 1) i 1 s , SO SO ON (SEE Tva ON - le 1�, __ '�-M=__ I I '. , � - wx_ � _SPAC � � ME , 'SHEET I I 'I 19s: = 4i, ,,,- � � I _�-� I - T'".,IAW/w L I 1/4' 1:111, I ( , " -,, I WT, 50" OR L �11, I ,L "" ,L,. r � )", � 4 i 7 ER,_ i I- OF IV J SH _ ) �, I _., �� 0 - I I I 1/mll 4 V 'A" JI/4' _1.14� 1 ___ 1 1) -11 � " 1, 42 ,yj- xm�,, _c_ - ; i `_ , i A ,��, ; 1 114' � I I" , _ .... � � 01 I , " - !�9�-- ---I , I , L' ;� 1:, ------Y E- - " , -- I WOOD HEADER .,� ,_ i , w MAk 2 , , ,,, - ('SEE R L I I 1� I 1, - � ED _ I � 1 -, . � _________,_ I ___ GORE, ETE ANCHORS - # 12 1/2' 0'1r� , 'r � � I ` I , r., - I -1 I I U) SC I , � i i , I \ illrlll -1 : � 1--_ 4__.. 1___�, WOW HLAl - - ",-,--,--"--'---L'-L,-,'',-�L--'-I I I , " , I'L q, � REQUIRED i - --- ; � 77-17-fr, _M!U�_____,_ 1-1-I REQUIRED - _ __� I , , 1 f � I L ill I ! I � --I " I � L I I I 11 I � W� '. " �,_ __ � I I � ,I ,I ?�, � -, -_ , - 0 I-, , I � I " , 11 �111� : I I I I - , ex" - , I , i w � ,,�,, ___1_j_.1___ t I WOOD ANCHORS / 1 '2. . ' �� I W MPOV I -4--i I I I _111919 I I I I `-�L'l i ,�� it - _ ; ; 2 - _ �� '7 7, -,% 11 I ,q,EQ,,,1,R=i lo)� -- 4 1 SHtrm T I a -1 -1 - rs,-, I I ""' I'li, 'O ARM. � I I 0 i F-D, ; �'�,�� . - � ___j ;__.A�4. I , , - I ... I 1)i_1 � � �,IrKZI , - � - � � ,� PANEL LENGTH I L i- I i I � —, , IL I �� I I _�� 1�7 �! � I t, - � ALUMINUM SPACEPS; a Iz 1/2- ; - � , ; Ism SCHEDULE � i 'i " � �, Ili, � �, *17� I f 4 I " ; I I" MO. --' i I I'l Cb k�,"��,` - I I I L-r.--,, I � I ox- (SEE TABLE p 4N4 SHEET I I,) I I (SEE SCHEDULE ON' � / ' . m - i , I I _,U� I �f , � I shm I 1) 1, ,,J� 1� - I � SEPARATION -1 MR � EPAPAMIN I V Mo. : I I MAX ��, � � t,_ "I � " �,,[�; i � t/2. Low, SZEMS, � -11 I T -c I SmQD � 11LI- 1 � r , " =3 > I ', � I X� 1 I on SHEET 3 1 � , p � . 1 =9 2 F I I I I . , ", I � 1 44 I I I ) � a I , /02�,'O�"::�,�� , A -1 "I -) I 5 Mt,. I -yi-I I SEE Non - BELOW ILOP VINIATKINS FOR I " -0 I I U i -,-(:D i I , - - � i � to GLASS. f I PANEL LENGTH 1� T ! I w�� 9 cl A 10 GLASS, .. PANEL LENGTH I � I � ILL— � " - k - MIA ; R, I ON SHEM # I H � i r11 ! , , - - -1-11, (m SCHEDULE 11) SEE: SCHEDULE I �%E SCHURA4, ON ULF I � L_ U ; 0 F I'll I 901im- STPAR TION I 0 ol I � r_( I (SEE Sol" � I I N( I PANU� MATE FIE14ALE XT OR PANEL, MUTE I I Mb SEPARATION -10 G1,l I v � I ON SAM 1) I , SPACER 3) 1 - ON SHEET 3), ,I- I , ,T: � , : , " � - , - , (ar - I , SDULE I Ili" -MEET , � TA1rA, 4"11 .10 r a sCHEvat ON SHEET ,I) 1 I ,-�X,-. 4 T_ =,��,,L�* � 1 zfa�-q , a it A ON SHEET 3) 1 ; "'."A". ON SHEET 3) 1 1 , � ��, PLUS (Sm SCHEDULE ON SIM I I) I L I " 0 - - _ - -, ' 11 �T* NNIA, , " � I , ... � _1"T TA I T '_L'y'-j I -Y-- _-_-,__,;k:,.: - _1_____I1 -_ I I I I ; I I - F-ai! I I - MML II ______ __1.1 ____ __ _1411- UNION a" r-In I - - , I 1 � , , , 'I I To= � PANEL LENGTH 31 z1va vNITA, IL �_' - . � , m V, �'.� SHEET IIA " �� ...... �, �,_-y,"_-,, W MR ,Am U, - - - ,-- � I'S. M&W � PANEI LEAAl 1 4 - 1 - 11- -1 I—- - � 1- , I � I 1 " � -4 0, w4a 1 ,A," , , , I I %, WAIT I --- � ______-__ - I � 'L LENGTH , � 11.11 #a fm Twom. o- 11 L - -- " I I_ _. (SEE SCHEME ,_ �_ ,B, PANEL LtNGH 0 f Mir, 11 � %I , ,A� '�, 'I! , .. -- = F-.1 - 1� I ,� I _� I 4, ; , _k_ ,----;, - � (SEE SCHEDULE t ON SHEET 4) 1 1 tSEE SCHEDULE 11 T � =t� I � 2'.4- WOOD - --- � ' I -1- If � Wj" ', r I I I I � StPAR"N -_---_____-) PAR. . LRoN am Y"n ON SHEET, 3) , I 111-11- 1-11-1 - � I I I no OLASS, I I PLATE REQUIRED 1 Ulf xsCm I _ ] SEPARAMIN I --I DR "MT B) OL 4-------T S (SEE Scifm US I -4 I I i I CA, i I - --,----- -_ -, - I _11 TO CLASS, ; e , , I � I _____ , F r(ser SCHIEDULE� � - ON SHEET qLASS , � I 4 � WH It- - -I � 1119 �-,,�_� , -7,--, � It A � A-.,, -,--..-, : - � i o- ., I I � = f i I _ 10 I -f L_______ - - ' I j__ - __ I I � ON SIT ---I-- _J(SEE SCHIOU DI ,--,'I,- _ I ", I � I I 'X - - . __ _ il� L t � DIRM "MT i I l i ; I I_ - I - I I I I---.- ___,AA_,_____,_,� , - t * I I ___ - I I - , ] � &IZAI ft ON SHEET 4) 30 , -c I �_,_, I .1 � cn I � I A ' -".'ZL_ __1v_ = ' I � � i : � � � I . ��_k_ I Alliftw� --.-(D ! I 4 11 of IV D ; � , I � __ -_ fik x SCALE zgwi- DF �' < ; - - -1 - � ��/, I _0 I I I , - If MAX ,f�N .11144;,"I' mil � M� 1 , I ,So% A �� -10 , I 1-1 , � It I I - fov � I � J_ ON SHEET 11 FOR MAX, PANEL LEND" & It i OF 't, : ., 4 I , 1 � i I � I ,,,, � 41 12 I/2' O.C_� A I i -"-a _1___ " '43 I , , '01-- I I sa IWAII FOR THIS INSTALLATION, MAX 04- 1 - , , ON I CID, � el " " __ "Sp9m Oi ,V � I S09 I I, j I I I I � � s 1_1z,l - -, , - I � i �_� UU. I I I .1 L � to , , 1# I 0 12 1/r o,r- � � ' ' J MAX. - -10 � �J __ ,_ __1 I I 1 04-, ',' & 0 , I -0 - __,_.__ A—- � - 11. 1) n I - "� r I - , j I ___ . I , M" � 0 Is 7/2 ,C. : I I I � I � 4 ...... . I _ L I i I � I : 71tirr-, � , -0 � �:, L' I , .... 1 i/V1 0 a i i t_, I I I I rit- i I ! I So — (D =3 I - 1- - : ." 'j - Ox I � � ....... JL -_ - ---L- 1 I_ , "I ,r I 11 - - , I " � I , I a 12 1/2 , - I L �, � -".I- , t I \ I � I , _ 1,� ; I I ED L ' tw ! I mz�lj___ - I � : � - i "I : , � � I � T NO =_ H1 " I - I 0 ,/4' OC 0 I I - ____ - __________._ A" I OC , KID SOLIS CONCR A IT __ I V.- �1-11 OZ. CONCRETE AW140MM I I F6 � , � 7 � ; ,I r � I I MST" POURED 7M=A 11 �\�,i(1�11`�,N'1� 1, (SEE LE _. �,4 1 . 1 I I I J IL � I � I � WOOD ANCHORS 1 4 �, -I---.--,,-"- __ 1 � J I - 1�1_ �� ; : � .� .1111, commm �, -� - - � , i,,�,�� "', SH Uop - __ 7� -, _ �,,, ; 4__ � 1 ** Nm 11 .A-. 11 __,_,___ . r 9 - , SC: V" D OIL * " - i - c� , , 11 "", s-sq. _�-��,v��, "I'll, KW Or WALL OR $;W UQ in) I at. , 2 i/w LONG Mo, -JuARNUML ,�_ L -- ---------- _L_j___j � I I STAWERET) W/ STUD i � I i__1__1___-_ I -1--l- - \ � ,,, , 439 - OX, VAUD FOR I , L "I , , . � I 1, �, I - - - I I i/ ��v - � � SITTIG POURED CONCRETE ALL DESIGN LQADS AND PANEL 1';�, 1:4_� , I I ___ � L; 'i � ,,, (SEE SCHEDULE ON i SPAM SA Uhl St 1 1/2, LOAD W, ;-__L___,_,_, - 1 RIX61 WOOD L_ , i " REQUIRED I � � (ALT, CONDITION) ; I - I SPACERS 0 & 1/4 (-, - ,�� A "I i i I I i-------- NON ".4' WOOD PtAIL, 1,�._,�, ' � 1 , ', ' ' 000 0 1 1 � - � . I � SHEET I%) U1 RISOALMION IS UMM m A ONE STORY WILOW WRH IT-4- � - ______ -_ I;;- ji�; W ANCHORS - 1, L CONCRETE SLOCK , SHEET �L ", I— � --i - -_ ______ REOUI_ RECUIWO I � - I 1 CONCRETE ANCHORS ! � ,� , OR towitm BLOCK , ___�� _;�Z__ I �, , i � JAX HIM MOOFF HMO " IS A ARwRcrojil NOW ANY I 1�11-- , -9 UISITHO; ADORED GOWRETE_� LENGTHS PER , � [ I , t , � F* I I WOW ANCHORS ", '_r_,___ 2 1 I',, , REQUIRED. LUMINLIM SPACERS 9 2,W41 WOOD "'t �, � % , � , L R (SM SCHEDULE ON _,jR I* MO, LONG A, I ,,; , 1: 1 I � mom MARIF *Mbm,y tu"No ON am ITT, t __-, ,��'j - -; i � '� "I SHE:" 11) (SEE SCHEDULE ON ItfoORED PLATE REOUIRO , � : , � 1,� _ypOO ANCHOR � I ! IUE SCHEME 1:1N,_', , ,- -, V., cu a- L � SHEETS 9 THROUGH 10) - ,--- Eh - ------ -: 12 I/V Dt� (SEE TAKE #I ON �,_ I : I S 1 I. MIN ScRINAIRM To opm IMNATO � -�, 4_.� __ � i � ,, -, -'.' VX4, *000 (2) ANdAm DOW. Wool commown' im, VAAmtL All mi"m 00 I sI*v I 1) _��, _1_______ �', I � I , � , SHEETS e A ML) , I L , , � STAGGERED W/ 50 I BIT $,I , M, BE wxw 10 jj�z's , , � _ PLATE REOUIRED I __ w I � L, ; wo MT ME I'vowga comb IONS � ,,�_, L __' - FIX ____��6* - '' - , , I " : � �, ": f� � I , (SIE SCHO[AXT ON AS I I -RON 12 i/2- "' sm" M40M on I , �� ; I IT 1 " PA*L MAX MO* %Al BE WAM AIMAIW At 6 1/4 - I � , �� _ , 1, L I SHEET I I) vNipm WIRL " 5 A msmactom , �-7' MIT. -- _,__�,�__ 0 a) "I l l � I 1 swon'Sim 1 "I _* --- & � � � , I 1 (I) wmvm Aw MKIN ]NO AA__ _k � I ) , I 11 i MOUNT gg 6 grm I I I'll �� _ � - __ yovAmaz - -1 I PATWO is .0% -44 1 f 0) RAIL 2' Aw MS. URAOT 0 LAMID) _m 661 AT MY DPDM m C/) - 0110310" ff" UMMIT "m tw" ALVAM IN, I I I I 11 = IT 11 I (2) Ax 9tv , 1). Mau."- �EM ww vx MOUNT J 1, I cu . _rAm mw PAID, L"m 6 I t I OR . - I .- Quhrlm I I ALTEffithUYL-M (4) I t/r LM Sl DOMPONEIR JIM 1FALL BE AS MUDDED ON I " SCALE V6-1' low 11 "PAUATIOk or I z tm SPAM &A Im ONLY i1 ,,,, ammm.w.-azz- I � PAW Age WIND lomm L 2 3 m 4511RIBIDA w AM% SCALE va�l I m - T f-19116 IRARVAINT ART TW_ 11QR IlAd, ONFOR) Or THE TURIPA, I 'OHMUHIRWRA, $ME 4/8-1- - I I Ielj�� k T WALL 3/8-1" N) VARRAUAnIN IANQQ ONLY MR "IT SOLOW COE x k� 4114%k FORTIORI, 1 WMAMANOMNIA, 1 # ,j�,, ".- ..... . f . " i , I I � . ,,N , p ,TI e5t L W` "' " ' ' _---------I P.,")�w1s', w , to�j?, A - rk Wf,x, I _______ , ,�11� I,, TIZ4, . ------I-- _ - ------- - i ... e -A I ON % I Le,0.,..__1'., /,� � =3 z ,�Iii�,� � \,. _0 � �r NOTES4 011 It S,-- " L��'% I'LOR10A BUILII!111141:1� CODE (WIT NTgh Velocity "orriolome Zone) _ __ ift",* ,I�CEI'4%::,r��k tLORIUA BUILDING COPE (Non Wgh Veloolty No 'Gone 201146 ttog-E-QR-SNZMEN&�n-gu-jr-$Eg-,W-N,.; 421; ,-" ftn44167 '� IS, I FLORIDA BUILDING CODE (No- High VolocIty Murricono Zone 2 - - ---"---,-,---- i ------- � --- ) 1. INSTALLATION ARE ONLY VAUD FOR MAX, A-S-0 i * -, -------------- -_ 9 �' t4o,44167 1� S_ 4= Raw. Ill 24 WE GALVANIZED STEEL STORM PANEL F.P. N0X_fQ&_WWJ&AM"L.SEQ1M: I . INSTALLATION ARE ONLY VALID FOR MAX,, &5�0, �� - No. 44167 " t- azw Octal, Me. ,�� 'TOP & SOTTOM MOUNTINGS DAN BE DESIGN MSSURE RAIING &f) ANI ' .*z W020 I"im w- 2t GAGE GALVANIZE6 STEEL STDRM P-AXWEL I "l-lo ____"mwo% ___ � =*: I = 24 0AGE GALVANIZED STEEL STORM PANEL ) PANEL LENIGIHS !-;�% SIATEOF .,q7 1 APAl VRAM BA, I � INMAN W� COMBINED IN AW WAY TO SUFT _ - ____ z . ANY AS PER SCHEDULES ON S , , ! , -- * ! * 1 -1 - - - L — , DESIGN PRESSURE RATING (p�t f) AND PANEL LENGTH$ * * i- - I — — 4i % "'I, ��4, IQ _ — xm DIM, s .. � z I�_,, 07ALIAb" TOP & BOTTOM MOUNTINGS DAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = '. . INSTALLATION, 2� FOR NEW WOW FPARFE CONSTRUCTION: WOOD �k I , z 11LIFECOINC, GLOBAL PROTECTION PRODUCTS, LUL S 70'� STATE DPC;Z�" ON PRODUCTS, LI.C. ""' I I ' ` �� / 0', =m PROTECTION PRODUCTS. Lm """ - F-D. - EDGE DISTANCE S -.3,% STATE 0 �Z' - !-_�__ IILIRCOtmc� GLOBAL PROTECTI wv_ — ---------- 5 MEMBERS TO BE _� Am $* 51 SPOR .WE. (SEE SCHEDULE ON � , E_ , " AM,, COMBINED IN ANY WAY TO SUIF ANY ALTERNATE 2W') SWT14ERN PINE No 2, W/ SPECIFIC 4A? �, q 1� ITU.R U A- — All, AN BE _ p I'-- - �_ - 46UT SW 61 SIREET INSTALLATION, 4800 Sill. A STREET — DENSTY OF 0.55 OR EQUAL z 4 _L. =I., '0114000II. I. - AA 20-175 'TOP & 801TOM MOUNTIALPS C '_LCI�j ,VFT. . "� --- __ TROY Twvm a 5=5-aiwo-Y UWK� n- 301 FOR NEW WOOD FRAME CONSTRUCTION; WOOD 20-175 1 � ol mm- DAM4 FL MvI4 . V � SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 11-1, e _ _10 lxc> . PRO' . 2, WAA.A, - IT, . SQ, - . .1. "o,G " T W - w I _ I'll � Deom-Hi'la, rA ...... 1� �, IN- � I. � PIN )60-1$14 VAL 00410l ""MA N. � PAN MM ft-ve, BMMII;�Mi FAIL p"Mmo-am . 1Tm�.1tI_m1_A1v1="` 064)"V-#797 20-175 'I "" oNl I ____ 11 I MA, _4 720 . DAIAWIN iw� MENLUERS TO BE SOUTHERN PINE N* 2� W/ SPECIFIC - - 'IT,-, DIMPNO IN, . - Io1PI,0i < INSTALLATION. a� � �//,____ . _.t — IwAII-.1 , �� 11 I I i !"m � � A _ . -"'I ,og"Outpw �/� ow-mm ___V_ _ Al"A" - I CA�400.7!9 -_ "I". 1. . .wv;. "'O'. P'r, 1_. 44i_ I DENSITY OF 0-55 DR EQUAL Kqm x Into .. P4 ocuk/wAITUREAM", AANS:m - *km A, III,# " IIF 1 ocjk�yg RwAm I --- -_ . 4A t 4,16-7 � � � I �� I I � I ! ! 1! I � I � ,�� I I!! 11 i � ] � �: � �� :��::�j . =.. UI I I I 11 I I — Aboak U.- IV zr, �_4__.L_* - ------- 4- =2=1J. — I . _j I I I .... . . .. . a_ , SHEET NO. SH 1.3 C i FOR INSTALLATION NCRETE MCKo , YAUD MR. REGAXAR, UEEI SAFETY & E-Z HANG STORM PANEL 2) SYSTEMS ' -'' - 1 1_1e,, 1 I- $_____{-`. { �"7-q (7d OR AOUREQ Ca4CREtF. lei . "v vJ ..-7 HL VAR S ! AV WOODFRAME 2' r. 3- x .Qor 3106 R-la OR 4. I may" 5` Mtst"11 \\ ® 4 10 : REOUIPED yWS"'IsRGUE sA {"CONY.) ALUM. .: 4 /.. 0 2 1/2,--' TAPCON 0 12 O.C. - I ^;< I`f� : - Min. 1. POkIRFD C08, CONGRt1E 1- CY FIE. `` x " a" W PUNNED CONCRET° 1 14'4 s 4• 7ML1Y7 ' I l eLGO tw 2 oW rRANAE''. U i REOUIRID - 2*0' 0tE BLBCk j r' �.__ r`S, AACHfBT ! 72^ O.C- 2 1/2 (� }_. 2'"4, tYWO FRAME - f -i�f DR� M l�tl 1 PAFAF2 `I REtI,'oHEQ AK'F w A i 4/ d ill. :::..w11. 1 (�4 GmR +....NAi LEG tFR F LltGYgl1 ex^ x 2" x Ass, w ,4VARIES2 .D55 C9A'V;1,% �---•^`b' t AbM. 9?t L {# ? If41MA- ANCN.E OR tMx (O80' 37 -HA ' S7+ D5 54 AT P.. )LANDEDCEta ^+ G 7AETx. l4.tRA- SE,Fi PVJE�_ , B X ' x d" LOC F X 5*r+�R .t2' BAIRN 31a3-Hi4QR6063-Ta ALOv '�, - 2 „• ..,�„r 67.CkRPT.ALfiM. Aitid4RO". r e ®s o. .®.®.gn.� AHa,e GAP • 12' CC__ <3705-- 4 OR 9a$3-rs M o, WA ACKNLFt cone Awn+ ow 1 CASE A (PLAN) CASE B (PLANa CASE C PLAN) CASE D-(PLAN) SCALE 1/4--l- S(AIJ 1/4"_1- SCALE 1/4'+1' SCALE 1/4"a1" -. _ _ .._.-#'!, 1 POUTED ODNpLLTE,_ _{.tom iRaf AT FEAu4,E m AtU.t j "-`',' 4 U �(4) ,'_`/ 'VOR Ci1Nf.REIE al-0CK TOP. BOTTOM CA ' PANELMATE PLUS SSEF j 3SX ': POI+RFD Ct7NCRE7E E CYt 2''xd' WOOD +IDtb OF OPENING *iEd3EE Al `a"1Fx`T5. 9. -. _ (MIN. PANEL - ... COHCREPr wACM. dF�� VARIES ( 1 i FRAME tTEW1RFQ A5 4P:VCAME - t0 a It) 0 FAME , 'S.--4 ::J K7 OVERLAP BEYOND - REO O OPENING WIDTH ,°.=IUFIFA ODRGRFtF. CONCRETE. r I '.", ' :,,. t .. - (1.1, `+.."lF. �1 „\ , "", 11`n+ , .,: .,.t, rT OR ?14' rALXDG FRAME t �,,,, la 11» „y, `_' s+u..... REQUIRED ;, R*.OtrAtF6 ;i, , YY "";. V Jfi' Uax x' _# U` ---4 ,a OR �' ¢"_ REAR W/ ANCi10RED FRONT ALL A I � "v 1) EL to i S, M. fT {��1ALI�„^ )MAIM. (NEVER COT CND PANEL) k : B 0 IXSTANGE _,1 iI (TNT'.) _ - — \ ,. r ;_ -.a J,-._39 IS SlA - ,1 NtHMNMNI.... CASE G N-AA ,. " //--\\ /f__ \�f 'a&T,,�imr4 ,P,vfG(311, ..+ 0t j� SCALE ,/4',.1` P" d VALID FOR DIRECT MOUNT INSTALLATION ONLY & 11, CERnnEO PANEL INSTALLATION AT WALLS W/ _- •• No. 44T6T •• SURFACE LEVEL VARIATIONS WITHW 3/4" * . * 3 FLORIDA BUILDING CODE (Non High Velocity HUnicone Zone CASE E LAN) CASE F (PLAN) r m2maR E00,NG AP. SCALE 1J4'mt' SCALE #jd'=#' s p�''.ffORI'.w, 24 GAGE GALVANIZED STEEL STORM PANEL „ I ` j • 1 r .rI{R E GLOBAL PROTECTION PRODUCTS, LLC. m/27/nn am o, %5& 61 %TRW It •x....f IROO <' / 'S'R.} t Ram Am lv l aWdtN� nPiNw %wm rE, M14 I" /F E4 -. 1H-IAw T.0 6W4) mt-1_ PIS(NSA)SIR-76H6, FAX UWAR10 7nvA 26-175 Pm_ -A WB,lDA1E. W. A TARE An. P.E. An eP.t+z !b : 9eFC1' a d41 M i8 - -CLAW (VAUD ONLY FOR PANEL. )INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AS.O. DESIGN PRESSURRATINE (A-m:(.) MAXIMUM ANCHORS SPACING FOR E,O. - AS SHOWN ON 5NLE1'S 6 & 7 - APP i)CABL� TO a: ANY OF DOW ONAXIHAUM LENGTH PANEL v (it) TAPCON LA0 SCREW PANEUAATE FEMALE 0 PAVELA{ATE PLUS wowBUNG 13' t3` 13, - 13" ,3'. W (TCI') _ t " 3 13' 1J' i 3 1 ' 3 IW BOTTOM 4 ) a tI2' b j2 1 ' a /2 t " S f2 I ' 6 /8 - ` _ a t 4' / 1 1 z z _ _. / 6 lye /- _ emT" ( > 5,-D" OR H' 6' 8' e• _ op iT ) LESS _ __ _ e' _ _ _ _. _ e" 8' - (BOTTOM) vx BOTTOM +45. -43 OR LESS r3" _ _ 73" ----!I---- 1 3 3 13' 3 T3' _ 73 13" _ 13` (T ) 4W TTOM (BO ) T3 ' 13" 1' 3 I 3 i 8 2 / w (TIFF) 3 1w WTN3M f ) 6 1/2- J 1. " a 2 / 61 2T� 6 / y 2- . V 6 / �7 2° 5 r (T OP ) 4 tl /_ x , 2' / a 7 r 3' w_H9n• ( ) > .-. S O -�4 If2` _-/ _ 6 6 1 2" - _ ('TOP) TO 74,_4» 4 1/2' 4 If2" —1/2, 7' -. -_-.. 7" - - 3W (BOTTOM) Ott` r B / i2- i2' . (TOP) - 13" 13"� _ _ Tt3" 73° .�<2. 6 /?' 4W (BOTTOM) * 7MAX-P LENGTHS WHEN SPACER )5 SEE ABLE 7 FOR MAX" A.S.D.AS.O. DESIGN LOADS &MAX PANEL NG Y ALTERNATE 6 USED CORRESPONDING ONLY TO 2Yi ON SHEET MAX. A.S.O, DESIGN PRRATING ESSURETAAGON (PA-0 MAXIMUM SPACING FORCO.•,. AS SHOWN Pkl SHEETS 6 &: 7 ANCHORS Cr APPLICABLE. TO MIEJHNA THEM MAXIMUM PANEL (n.) LAG SCREW PANELMATE FEMALE to PA Pk(3OF W000 BUSHINGCOMBINATIONLENGTH f!" 13' 13` 13' is, 1W (MOP) - 13` _ 43' 1 J" 1 3 B`- W WTTCM ) ( 6112' 672` 1 al l` / 672- / 612' / W P - - 6 i/4' 1/2'- 6 1f4' (BOTT•*) 5'CO-0• r 7 T 2 / __ 8' r _- m LE6s i1r , ! 2 8 - s 6' - 3W (COM_ 12 T3 __. ..- 13" :::2__ 13' _ }34 -_I.._ ( IP >+45. -45 TO +75 -75 1 3 i ! _ 13` _ 1 " 3 1 ' 3 (BOTTOM) 4W BOTTOMI 13- t 3" 1 3" 1 J' t , 9 1w 13` �XS' ^15 __ _ 13' 8 # 4* I '- tW ITOtPOM). 6 Y Tf _ 6 1/2' f ' a /2 _ 6 t _' f2 1 " 6 f2 (TOP) ___ w_4 _;f _ 6 1 / 4 1 : �12 /t _ 7 8 4 / 1T• fa9 . ) a5.-Q« TO 1..2E 5 T 2 / 7 1 2 / (TOP) 13' 3 S 2" 12' 12, _7 13' _ -. ! S /2 ' 3W BOTTIN4 (1 ) W OP _.._, 3 3 _ _._._..13" 76" _... LIN ( ) T I F 1 & IS ' SEE ABLE OR MAX, A.S.O. DESIGN LOADS MAX. PANEL LENGTHS WFlEtH SPACER USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAKE/1 a A.S.D. DESIGNLOAD MA7 1 PANEL LENGTH 40 PSF OR LESS 8'-a. - > 40 PSF TO 50 PSF 6 3 > 50 PSF TO 60 PSF 5 10- A MAX. PANEL LENGTHS ARE. ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffJALE ID OR PANEL MATE PLUS ANCHORS & W/ g SPi(A(AftATM, 1/2' O.C. i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1J4°0 TAPCOtt L70STING POURED 7/4: TAPCON _�HNt, POURED ANCHOR A3 9' O C ...... CONCRETE BR ANCHOR D 9 -6.---: CETE OR f {C% BLOCK r' s BLOCK j f k,, T 1 } 2" - /2 1t4 / I1/4' .+e?: _MAN__...__._._-__._H to. f; E R W �... _. I I 111 ... 1 Sv6 OIL ,__. _ I'A,., r , t It 1bA"TI 9bFA 7"CI i I . I I T 'L` Ma,. 9 V fL.__ _ ^ - -_ P YIN AYEL i£h.s... _ _l._ _1 .. (SEE ELiYA 0 1 &fin, I ON SHEET 12) il-•._�EPARA 9 TO CLASS. I R 1 !S lr / " _�� L/2 EO 4 I EXISTING POURED, f CONCRETE OR _.._CYl . 1 1 - •H CONCRETE BLO „ , 12 t CA, i d f. ! 4`W PANE3AiATE 1 PLus ANCHOR W 12 1/2" O.0 SEE SHEETS 15 A. t6 FOR ANCROAM TYPE A SPACING FOR ASALLAIJONS KID WOW FRAME 6U411R4C„S. MINIMA! ANCHOR SPACIN05 AND WNA!uV FAD£ PUPIANGE ARE IIXXCATED ON INS SCHEDULE. TTM S,R. LESS THIN wDNATED ON SCHEDULE REDUCE ANCHOR SPAYNG HT MU,TPLYm SPA(0NE G SHOWN ON SCHMU 9Y TH FOULONNG FACTORS. FUR THIS OPERATION To SE POSMF- lM=o SPACING OBTA000 USING FACTOR SHA4.L NIT BE LESS THAN 7ANWUM SPACING INDICATED FOR ETCH MOM TYPE AMA THIS SCHEDULE, Ile. ANCHOR MC .Lie—,W T l-cam, wmN ANOiOR twoom OIL) 3 3. 1 3 mWA,Km AfiA 0w-.w Bn,A 0,J s 3 ,/2 AWJL IDIIIE mvm m FACTOR ,/2' an - s1,F - . n� w ___ - - --s 0 - , z- _ -- p.TS POURER £ CONCRETE CONCRETE BLOCK ACCURSED. 1/4'0 PANELMAT( ANCHOR (BEYOND) tYLL MciUNTUNGS SCALE 511E-1" 3s..I1sA,s w AI FA 1 'L' MAX, s' PANEL LENGTH (SEE. ELEVATION 1. i ON SHEET 12) __ �IiW zylfalT"« m 1>i * I MAXIMUM A«s (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) VAX. RSA- DESIGNMHAYUTALAN PRESSURE RATING fP,r.t.) MAX04UM ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW TAPPLICABLE To AIAUMUAI i.t?triR 'L." ttt-) MAX q,S,B, PRESSURE RATING (P.s1.)'CARDS MAXIMUM A604 MM SPACNG FOR SARI E.O. PER SCHEDULE BELOW I & ANY COMBINATION OF THEM LERMH -L. (t$,) IAPCON SOUO-SET it7iA:E 0 PANELMATE PL1F5 ?AMAC_NMLJN CAUL-tH @ COMBINATION OF IDEA TAPCON SOD0-SET PANEtNATE FEMALE ID PANEi_3iA7E PLUS ZAMAC-KAIUN CNX-W w 1 _ w w R w muy61E w TO c s 'm w w w aSNCRGCocmEr w TO TD IO _ W (xxriE7E m OONCREPT +45 8 LESS 73 { 13 IJ t3 1! 13 13' 13' 73' ,3 t3 I!" 1 (TOP) S'-6' OR t-k 5 + -4 a0: -b6 13 73 iS 13 13 }3 ,3' t3 13" 13 13 1 7/2 (T) y,, 6, OR ,3" , 13* 73' 13' 13" X3' t3" }3` 73' 13" t]' 13` t (80TPOM) : 13" t3' 13' 13' 13' 1` t. 13' fi3' 73" 13' ,3 It T 2 j 1 (BIITtn,!). j ! SS• W Ir 13' 13` Ir T3' 13" 13" 13' #3" 2 (TOP) 0' T3" 13, 13' is, ,3r - 13` 13' 13" 13' 13' 1t 1/2 2 (TOP) 13" 1a" I 13' ," a t 3- IS' 13' t ' 3 73" 13 2 BOTTOM ) 1. f3' iS 7 ' 3 _ 13' f3" t ' 3 t3' 7 3 iS" 1!" it ' 11 I /2 2 1FB7`1 oo f ) 1T -$3° 13' 1!` 1S" TT 13` 3-- t3" Ir « Ir 3 X3" 1 3 T3 " (RX) 3 P 13` 13' 13" � 13 1 3' 3 t3" 73` /3' S �_ 13 • it /2 3 (TSB) - 1 1 '1212 2 /2 / t" 8 4 / b1 A"i2 / i? / 1 k 2 2 / 6 7 / 4' ' 4' @ 1 / JBO ( TT«{t 1 t' 7 2, / 2 i 6 Ile / t 1 " / 4 ..2 1 r2 12 1/ .. / t - 6 1 4° / 6} 4" f 3 �Tl%mt ( ) 7 t 2 " d'�"'� OP 5 - T x' M. _j? 8*- 6" 6 / 2` 6" 7 7 ¢' 6,. 6` 8' 5" 4 OP (T 8 _ 3" 3 �' 1S 13 13' '. i3' _ 6 _ ,J ' t' 3 6 1 4' 1 t ' 3 73" 6 1 d' tl' __ vt' - 13' ,3' 6 1 4' _ I ' I 3 t 6 4 a 1' .. ! S 3 13" ` " ' t3" 8 13- 3S" T " S ib '#3" 13` B__ _ 13 1!" 13' '6 t a" t3 �- 13 r3" 6 7 4' A iRd4T�m I OMi 9 _.._, ,- ,g,._".<"_w. BfAT'SD ( M). S (roP } 6 BOTT.'<. 6 7 _.. 3 1 3" 13' -.7 _3 -�1 3 T3` 6 1 3 ...iJ". 13' 93 1 3" t3 8' aJ"_ _ t« .1. t3 _ 73"_ r3` 13` _8 1J" 1 r 13" t_", 3 ,3*Y 1&" B $ J T3" _. t3' - __ t3 _ ,.. 7!` 3 6 13_ 13 f3 __ 1.1_9 x _ I 17 0'! ti # 2 f 4 (fR3Ti'W� _ 5 IP (T -RO17OM: 6 iTQP) 6 { / 8 f A % 6, / 5 i #` / : 6 1 4' / a / a BOTT." *) ( T3' 3 X3 10 12 13 7" 13 1 7 7 112 5 1/2 13 d 1/2 1 .(TIFF) 39. , 7O IS'-4' 17 6 to 13 1S 6 1/2 73 6 /2 9 1/? 6 I12 tY' S 1 1 (i+SP 55,-6, TO V-6' . _j 13r 7" 13' 13' /3' 9 1/2 73` • 9 IJ2 ,0 112: 7 ifF. 13' 6' t (EADrtEs4) 13" 7 IJ2' 13' 13' 13' 10' is, J 10" it' j H' 13" 5 t/x` 1 (BOTTOM). 13L 5` 13' r 13- 13- 70 1/a 1 13" 13' tY 7` 9 i/2 i_3 ,3" 9 t/4 7 7JgTs t4 1/21 1/2 7 7/2 13`_FA t3• 1/2- 6 1/2' 2 (TOP) 2 (BOTTOM) 13' 6` Ir Ir 6 4/2' tr f8 - Ij2' 9 1/2" 6 1/2' 13' 5 If2" 2 )`TOP) 13" 7 1/2- 13" _13' 13- 13' it)L 73 to' 11' 8' 13` 6 1JY 2 (BOTTOM) 13' i 7` 13' 13' /3' ' 9 1/2 13" 79 t/2 IO tj2 2 1/7 }3' 6 1/2" J (TOP} 13" 7 If2` 13" } 13' t3' i0' 13' tO" 11` 9' 13' 6 1/2' 3 (TOP) 12 1/2 12 1 5 1 4- 6 I'4' 12_X r 6�Iye b S/4' 6 1f4' 3 (B01TOlA ) 12 1/2 2 1/2 6 7/A- 6 1/4- 12 1/2 12 1/2 - - 5 1/4' 6 1/4' 3 ($3TTOM) 7' 3' al 3 i/2` 7/^ 3 i/Y 8 did _ 9f� 6 1 �3` 4 (7_ 7 If2' 3' 6' 6' r 4- - 6` 4' 4 1/2" 3 1/2- 6 1/2' 3- 4 EOP) a' 8' - w - ,7 It' I_ '- 15 7/2' - 7 1/2" _^ 4 (ROTIKNA) 6 - 6' = tv - 6' - 5 1/2"}~ 7 1/2' - a (Mp11 Ir 7- 13' 13` 13` 9 t/2` }�' 9 9/2' 7 If2 i "tee" 5 (TOP) 13, a 1JY is, 1a' -,3' $0` 13' 10` 1/' 1 8_ 135* 6 1/2' 8 (TOP) '13' 7' 73' IS' 13' 6 t/2' 1 1f21/2' XD 4f2' 7 i/2" 13' 6 If2' S (BOTOM).. 13" 8 1/Y 13' 13' 73" 10' i3" 1 /O" 11" 6• X3` 6 77 S ( ?'9MI tl` 3` i3' t0 t/2 /!" 7" 1-1 7` 7 If2" 5-1/2" 1Y A Ij2" 5 (TOP) 13` 6" 13' _. 73' 73, I6 7J2' 13' 6 ij2' 9 1/?° 8 If2' 13* I5 1/2` 6 (LOP) -. - a 1/4« 8 1/d". fi Ifd` 8 T/4` - - - - 8 1/4' a tf4' 6 (BOTT,"") _ - B 1/4` , I/A" a ,/4" a 1%4' -. - - - 6 1/a' B tf4• A BOTT ") SEE Safin I FOR ANCHOR,: TYPE R SPA044 FOR 0y5TAUATIONS PRO "M "VhW SULDRIcS.: MNNALI4 ANCHOR SPACIWOS AND UNUUM EWE 06TANCE ARE NDiCATEb ON n" SCHEDULE. FOR ED. LESS THAN 44OMTM ON SCHEDULE REDUCE ANCHOR SPACING BY MALT§ 4YRm StWING SHOW ON SCHIEQULE 8T THE FOLLOW" FACTO., FOR THAT: OPERATION To BE POSSIBLE KOLOD SPAC.NO 01TAR,C91300 FAOIDR SHALL NOT 8E LESS THAN MINKAUM SPACING, INDICATED FOR EACH WNLtW TYPE ON INS SCHEDULE i/{W 1/4"A taf JJ'Y /4'A f41 ANCHOR 1flE UPM . am®-s* _� _• VANQ4t7E ?RAMC-NMWI eax-N ® AALCHOtt witem ) 3 a 1 a. 2 ,JY 2 112 SAINNAmem (8.) 5 a r/Y r - 1 3 'a-1 iEW .t 3 1 ,/Y 1 IJ2' - —,1/2 3 ,/r 4 AGIUAL WBE OSPIFICIE FACTOR. aba - - ,/r aa, 15a 3 ,VS, - I ,.w I t 6D I - fAa 1Aa 14 SPACINGS ONLY VAUD WHEN SPPA•NCEGR®IS USEO, SEE T ZT FOR MAX, A.S.D. &1ED, DESIGN LOADS & MAX. PANEL 'iH5 WHEN SPACER IS D. M., Z . i.9FU A. v Q Y3 0 v b { a _ i. ii ;i _ _ - f- '_ f_ I ` F -T- _,7-Tl P V i, j g 1 1 ':j 1 I il � I I t .. I . � i , Box A]a A.S.D. DESIGN LOAD MNGM 40 PSF OR LESS 6'-81 > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-1O" A MAX- PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLED SET ANCHORS & W/ SPACER AT 12 1/2. O.C, . __,_.._- -----:ANCHORS (SEE SECT40NS & ALTERNATIVES ON SNEETS 13. 14. 15 &i6)--___._._. R-1A/13, R-2A/13, R-3A/14, 4-1B/13. R-28/13, R-38/14, r Lam. R-TAW/1'6. R-2AW/I5. R-SAW/16. R-?BWII& R-28111/15. R-3BW/16. 1 �- -..__-. .----T-_ --...._,.__._I f II L/2 1/4"4-200' SS. BOLTS WA:iA (USE FOR PANEL i,ENG1H I ?{. MAX.. t DYER 7'-6") I 1 I PANEL LENGTH t RECULAi STOW PANEL I i . REGULAR STORM PANEL � I W-b` O +4D,0, -40:0 P,sf, W OVERLAP MID PANEL LENGTH SOL 1 i f/ .. 1 _. t ! - 7'-6' o +60.0 -54.D F. i Urr SAFETY STORM PANEL Pd O OVERLAP MID P%UdEL LENGTH �i.r (w/ : , , _ JLI I A A USE 2'-8' Mb . P - EE R AHEM. 4FJ7N 1 ' a'm- 1' ' , I ' , 20x ` - .. .. s _ _ _ , t _ _ _ _ . _ _ , _ . _ _,_ . , .. _ _ ;._ _. __. - �,.. AT Ail 1 $, 00LT5 W S. ff I S AT _ J�wy }. i rA. OVERLAY ,. r _�._.-.. _,__._ .. _.,_ .A ,,..,, _ _ .,._...__. B' I I' -} L/a *? }1;I , ,__, ti , ._ .-,..._ ,..._ _.-- ....._ r __ _ - _ 8 , �_ _ i 'NLYTCWES AT-S1U0 + LDCATDN O LIFE SAFETY' I L - �l PANEL 90170M CORNERS d t ! OF WPNG NUT AT EXTERIOR WING NUT AT 3 w LEFT PANEL iRSiie --RIGHT PANEL. 3° IAAZ t INSTALLATIONS ONLY VALID FOR WINO : 1` MR, R to/13. R-2A/13, R-3A/1,/, R-18/13, R 2B/13, R 3B/14, I" Mw.l SPEED UP TO 170 m.p.h. R-1AW//5, R-2AW/15. R-3AW/16. R-18W/15 R 2BW/15 R-3BW/76. :•.__ __.._._--____........... .._140, .__ -„ «-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 *IS)-- --.-.._ __... .._____... ... ....._-_.T 1f4« MAX, s 1/4' MAX. OAP LIFE SAFETY STORM PANEL L1 i ELEVATION (t) _17 2687' SCALE 1/4 1 : �--y RE "' STORREGUM PANEL (MN. SAP 1 UNIXE WULY) f\-l:/i REGULAR PANEL l*HiN4dllrpr, 1 I �__ w_ a _a_ ! rh <__";,F=4 T=""` __ .._. r'.. ... -::�.. __:'_.�__:A"-.^"s: �_-__z. :__`:9' dcti-'; i r 'A4>'Y':Ef' 'S. ,.-- 1 (- P'.'.q?s."5' LIFE SAFEFr PANEL z,.. �.71.? - FLDRkDA BUILDING ODE Non High Ve1axDHy HurrlQanA Zone MIM(� SECTION SCALE 1/d"=1' '+gtfi EltAz tO4H4s Atatn TLTm -*�""•'-� t- - ! I<I IE C C. a TRUJI xW t3W,. A. a rp3. MAY YRv 9 SFt f " ` N»«,.7IDb1 t-+M1>a-rs <t�A .tf_,s, _ 24 GAGE GALYANRED STEEL STORM PANELr,-OWN GLOBAL PROTECTION PRODUCTS, LLC. MIN S.W. 5, SPIRIT OAK. A =I - R+ONE. (954MF9-75U, FO (064)IM -RA9i � - - v7/a�7TAC 20-175 PE SFAtf90Y81111q'✓RATIO . CA-Daa5A19 iwATEA A Tuff Jr.. P,E am4 tbl ,PHv1Ia eb ,l'�a - BR/R1Ki ND; 4= 12 at ,a I ALIFE SAFETY PANEL I INTO WOOD STRUCTURES AMER _ 41 yy((00OD HEADER _ "rl HEADER )MOOD NEARER ,WOOD v - REIOUWEO Iy :-REOUIRED -R'EOLXREO - __WOOD _ 1`__1,I' d _ ,_ � ...�,.: PNCNOR O 9" O:C. , .{ ,i _ f , Itt - 1 4•0 TAPCON I ' ja'v TAaCON ! 1/4-m TATT 1 4: TAPCQA I'-_ , [ 7 �" ANCHOR D B" O.C. _, i 1 CHOR O Y O.C, f , t OR D 9' D.C. "I IC, 3 t4 jl ;a .l r r f, 1 , _. ,1 _D II -(0 ' :---{2l 1 ) ) -1 / jj 2' 1 A' 7 2" 1' 2" , T i - / / / A t 4' / , 1 4' 7 /2' 5 t / / J 4' ' ,' ',+_ I= ) t MAX. 9 -'. I� - � MAY..- liAt. I 1> ,MA-,x ___._.__.. __._ ,"',., ' .-._.._.. i _ ': ). 4 ti : 1 .. .' 2 �5'i. -:- I I ", r` 2 %Z«', .._—.. I. ' 'II 'Min. CAI. - L" tA`ra. t} I It Eli - I MAT. `. j ,� ' f:... ,' _.' e ., T 4.F it i ,' d....,+ m.' I y"i} 1<„ L ...,, t-.S'a L._,( 1 �}I 'l�f nR "t�/'",1a."+-)m 31 �� I I f` 8 ; I 1J4•�2�1" , N .. iJa'+l-rM1. f y,_, A-m ,...:: m...pp.... "5. WM.T6W ;: 6 I t/41_PAtr I ta , - VA .. ,, q; ..,_'' '§,4: >#RS86' ..- >.,. .. £X15}7tf a i AT.L7: .. 1,5E 1 EXISTIN4 .e:'I X75W .^ , i i x `,!t aaxlr y_ ' GLASS p ' _, AY M« w> exemt i" 1 < " _ ___ ,� ..:.I EXE511m . ;' _. �__....._ HA. - ^-... -:. (y5{ E'pt R"41 CLASS , 4F' _., YOBE A" "a , ��.,5""3'fl 1 EL' • .... I LUImXN AKN Y-dY) p /_.. T'- -. I e I ORLON OFR Y-4M ^, I _ 4..._._.. _. _. # "L` MAX, N 1 fI # i 2' MAX I ,8y._. ..._{fHyL :. _ _. PANFI. TN`G1?t , . n (» .. _, PANEL &DTI YH y � aA, .__.__. ._. .�_ „�.�_ .__._ PAWL LENGTH 0 `J i I i B I `N.' Moz d f ': (SEE EMLYAnBeH T1 -,-- (SEE ELEVATION n PANEL .FiHG7N 6 ON SEES T2) ti i {SEE ELEVATION 0 1 ON SHEET 12) -.._ ._i _ SEE ELE4ATIX4 -._. . __ i ON T 12) 9x __� _-., _ --._ 1 j __ .f .1 ON 571EET 12} I g {at 1' w, -. , __._-r- B- -SEPARATION x_ ,J�---._._ _ q i' M"nr. { U i' L9n. ; R TO OtA55. t`.� 9 {�',)' ijr- .,,ASS. ; '_' L/2 9 76P RATIONGLASS - 1 "✓ A 1 ""/ LI—SEAARA710N - i `.�`, )i)i i.-.y�6 t� (�}� R,•-, I ,fj.-�`� a"+r^ f 4J2 9I ro GLA,S. .. 1. __4.._. C1 6. i I -... 1 .. _. _.@ __ s ,' . - A,`J4, 1 I B f 1 t~J✓ . 1•-1 I '. _.-. x' I • 4 4JC. i- - /7r' i At 11 ,A-• j - +,., :r '. I __ 1. t f , ° T EO. <."'I , 1 ac �I DO, 'i •.-5.., ,' _- I ac EO '` -_-__. 1 f,..., ._ ,. ra-1o.2 a -, ___-__.L_-_... j r -0 } 1 .I I t 1r 1 ac. g4 t Y',,. "� / '- tr4'W- 4' 2Wa L 2"A4" YA30O1, 1�1a {� PLATE I I 1 1 sus r" If A 1, O4 RE J2 rA REa: T I .r i'P T t `4"W T N 1 4"a TAPCON APCOH APCO 1 1 N 'A4«. ._ <.kJ <r ? WOOD K' `t.- %,.; t ._. - ,AEI i N-' c. a .. 4 ANCHOR HA 9' O.C, ( ANC OR NIA 9 O.C.. CHOR 0 9' O.0 PL TE < - I 1: ,=i I _ ..,�4`F. TAPCON STAGGERED W/ STUD " I STAOGEREI7 W/ I, MOM L • STUD. i {i. ' 1 ' ANCHOR 0 A' O,C: ,�+� f 1 . { ATE WOOD PLATE I PLAT" WGOD ( i' LATE (.:, '^ - t Irl _ .._._,E a,.'_Lk s ..,,.. .... �_ _.... < REQUIRED �'. I _ 1 _ _ 1_, _ ejTERNATUYE R-TAW R- O_ 1GI�J, P_PP O U� E SAFETY PANEL�GiS9aWPRN L wAtASOALE OMOUNDNOA /Nu T1N(z; �AN.... Z,.A" , WALL1- SCALE 3/8- ., . Q"r GEM$ ". FLOW BUILDING CODE (Non High Velocity Hur?•iGOne ZOOS) a A yDpp 181FM. W. TIP. 24 GALVANIZED STEEL STOW PAN 1, iNSTALIAfi10N ARE ONLY VALID FOR A.5,0. DESIGN 3 � O, 44IU37 $ �� ' GAA%7N 6n PRESSURE RATINGS (p,s.tj AND PANEL LENGTHS AS : *1 * r"""-' ' * ` �_ .. - miJtr/ton ta'•, STATE () [ �„ fC 0 E xc . 17/S PER ELEVATION ON SHEET 12. GLOBAL PROTECTION PRODUCTS,LLC . 3. FOR NEW W(1D6 FTt41AE CONSTRUCTION: WOOD .,, -`»'""'�-^,._ A - tamANY dem S.W. 67 sm�'r - 11 1, C'. OR1i) "a.+s^'2+L� R'"'W"a- m "" TILL)SP aWac,.r_ aue4 ;. MEMBERS TO 8E SOUTHERN PINE No 2, W SPECIFIC e, r" +• 7.1 26-175 O,SS OR EtivAs. / •....., ""°L' f� m«..«d, AH s, PHwO Cwpnns 7s«s. FAe (95.)e09-8 DENSITY OF ��.- :,� sJ OM711„W oRAeYmJ9 PAC: IOt4tTUl1E/Dat, 4,p�X WALTER . TRUT Mt P E t m n-rAx P . IMM 1S w is I (VALIO ONLY FOR PANEL(�l1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A,S-D PRESSURE RATING ..t. (A 5 } MAXIMUM ANCHORS SPACING FOR ERN E,D, PER SCHEDULE BELAY APTo PSICAiRE @ Ah'i MAOMtpA PAHEL LENGTH '�' ( } MAX. A5.0. DESIGNPANCIUMTE PRESSURE RATING M. (pm. ) MAXIMUM ANCHORS SPACING FOR MW C.D.. PER SCHEDULE BELOW T�LICABLE OGRON' MAXIMUM 'All TM 'L' n. TAPCDN SOU@ -SET P9DESIGN4M MA E FEMALE NO PANCUMTE PLUS IAAIAC-NAIL67 CALK -TN TAPCON SCUD -SET FEMALE PM1ElYATf PLUS 7�AC- �� & AAY wMBnYA1rorA OR THEM To m w w m w C0ICAEIE To , W4 � )HELD TO w w C6MJC1E- I. ro COIL4R ro m >+' T -S5 13° 11 /3 13 .S" € F! t!' 13' }S l2 1! t0 1 ) ._ .. 5 s OR L T'o. +119.-Ilea 73 5 t3 21 liT r3 13 6 1/2 1 1/2 $ -/2 Iz 4 1/2 »,.� (TOP - (TOP) •- " a e Ut4S X3" 7i" 3 i _` ". I, / t '� 13' i i- 4F}NAH t3' I J ' ff 2 t3' }3` '.3' 9' 73' 9" 19 7 fi 2" I 3' 6' 1 1tQTTOM ( ) 73" �7t' iS" 13` 7 i3' 3 13' 1 S' 1 S" #' x' i 3" TO (TOP) 3 3 5 " i T /2 3 61 /2" 6 f ' / 712` J 1 i2 4t *2 / P (TOP) 13' 11' 1 J __ 73' 3 13`.. 1 " 1 ..T." 13' ,3` 7Y' F" x 13"� J O ? BOSPCXM ) ( 1 _3 _ 7 t3'.. t ` } 3 13' 9 2' # / �.-' 13' 9 i Y / 1 1 `2' O ! 7 1 2 / 6 " 13" 1 _ /2 _,r 2� felmOM) _ _ _ L 17" 1 ` 3 1 3 1 ' S 3. T3" 13" }S" t2" ,3° }9' (TOP) 13• 7' tr E 13" T3' 9 1/2' 13' 9 t/2' iD If2' 7 1j?' 13' i .......„,mom, $ (top) _ „-B' 0. t. 3 1a` _ .. S" ___._ i, } .. 1T IJ2 8" 13 13"- 12 1 t2 8" - - 1 3 X `T 3 l i r 4'. 6 V. 6 / a" 5' ._ _ .. t 3 53 3^ 1- TS' 72 ijY B' _ tS 13 1 2 1 I2 S 1 _ �_ 1 3 t"_t _3 _. - 1^ F__I�_-_" - 5' _.� _ t. 4 2 � _.. 6 4 4 f _ 8" 73 }3 _--- 6 1 / K- :4 1fi r_ 7 8 1O ' : _. 3 Hffi€TOM (BOTTOM) ) d (TOP) TT (�) (Tt QAQ S R - - 1 2 1 2 / 72 f2 i 6* ,v, a 1 d �. 72 f3 ,,2 6 1 6 / ,..-,., - ^_ 6 1 4;$ i d j:..f�4 3 BOTTOM {. ) 7" __-# 13 IS 'µ 3 3' A - , W t /2 - 7' @' _. .. b 1 2 ,' ! 5 }/_ ': 3 4' 3 7 ___._, 3� i4'" 3 __ 3 1 _ __.. 9 2 / a __,. _ 1 _ 1 �� _'# 4" _.__. / 9 r'11 A iJi " ____ 5 1 O , / V„ 3° _ 7 T /2 f J2 n t.7/2 7° 1 f_ i 3 b 4 {MOP) _.� ) 4 897"t0# 5 (?� _ (. ) _8_ _ �_ 7 3" - . _ .. 11 _ ,. 9J" 5 1/4" _ t' 3 6 lf4` "'S 13' #3 ""_ '-T "..'.. " 6 1f4 ,6 1J4 13 ,---.` - 73* .,~,....- i 2 '_ } �` _ 6 1/4" 7 O -_ 6 if 4` (TT�) 8 (99i-"), — I3' - S- '- r 3 4' 6 If. - 0 f /2 -_ t 6 /d i!" t 6 /A 6 ? / 1 6 t4 13' ` 1 {' 8 / 6 2 / 1 4` 6 / 7 J2' >. S 1 /2 •, i_ 7' 3 / 1 4' 6 t 4' a f , / b (1FW" ) 6 BO7T.`+ (. ) 13r 17 T/2 1 13° 13" 1 T3' 19` ,1" e• Ir B t/2' T (SOP ,.Mi.Mi -. >5,� TO 8-�0' 13' S' f3`.- fO 1/x. tY p6 I/2' i:! 6 1/2' 7 1/Y 5 rf2' 13' 4Iyr I (TOP) >5,-5• TO 7`-5' T3 T 1/2' ,r w 12' I'D v2 I!' 70 I/2 11 1/2" a' IS' T' I Ir 1a 1/2" 13' 13` 13" I a' 13' 9" to. -J T/2".. 14" i 6" i (BOTTOM} 13' 7 t/2' 13' t3' 13" 10' 33' 1D' -17' 8" 13` 6 1/2' Z (TO'r} ,T 5° t}` r9 SIP. t3' 6 1/2" -7Y b 1/2' 7 t/2': 5 t/1' 73` ;a t/Y ? (TIP) 13" .7 ,/2" 13' 1!' t3` To IJ2 53` }0 IJ2 i7 1/2' 8' t3' T 2 f89TtOM} 1Y T 13, 13, 737 9 1/2' t3" 6 1/2' 10 1/2" 7 7/2- 13- 6 1/2" 2 (BOTTOM) 13' 7 1/2' pil' 1J' 13" }7D 7/2F $3" 70 1j2 11 IJ2' 8' 13' 7' J (NTO.¢P,�)� =3_� 7' _ 73' 13' Ir 9 1/2' 13° B 1/2' t0 7/2. 7 1/2' r3' a- 3 (7DP) 1 1/2'72 1I2 6 tJd'T6 1f4' 2 IJ2'.$ 1/a` - - 6 i/e 6 t/4' 3 (BOTTOM). �' 2 I/2'12 i/? 6 1/4' S 1/4" 12 1/Y 6 1/4' - - 6 t/4"I6 tJ4" 3 (BOTTOM) 7 1/2. 3 1/2' ba 5` 7 7/2'i 4` 8' ;a f/2" 5" 3 tfY r 3' # CTCIs 7" {"-r 8" 5 1/2- r I31/Y p' 44 4 1J2• 3' 6 1/Y;2 1/2» (TOP) p• _ p• - 6. , _ 8' _ 6' _ a' ).. _ - - (89TTa}4) 8" i_- 5 t/1" - _6__ _ 8- - 5 -1,,2 - 7" - 4 (BOTTOM) 13' 7 }/2' 13' 13' ,3" 70 t/Z 13' to 1f? tt IJ2 6' !S" F Y imP) '-13' ,8 1/2' 73' 13' iS 9' _ 13' 9' 70� 1�7 1%2' IS' 9' S iTOP) 73' 7 1/2' 13" 1,5 13' G 1/t t3' i4 Eft t 7/2` a" ll 7' S (BOTTOM} ,3" 7- #3' 13- it 9 1/?' 13' 9 1/2, 70 1/2' 7 1/2" it 6' S (BOTTOM) Ir 7 1J2" I'r I3' it 'tO 1/2 a3" X0 tfY it 1/4 6° 1J' T.. 6 (TOP) 13" S' t3` 73' 8 IJ2' 13" 6 1/2' 7 ti` 5 IJ2' 13' 4 tf2` d fT9P) _ - - 6 tr4" a ,f4- S. 1/4' 6 t 4" - - - - 6.i/A",6 ,f4' 6 (COTT-•') -m a 1/4' 6 if4' 6 1/4' S I/a" - -. - - 6 1/4- 6 1 4- 6 (OWIL I SUE. SAW T I COP maim TYPE @ VVIDPRO, FOR INSTMA,0 DN6 006 wow FRAME BOk01NOIL W MIMMLMI ANGKFR SPACWGS AND WMNUM MM DISTANCE ARE INDICATED ON I" SO4MULL TOR LtA ENS LTI Mi INGKATED 00 SGAEaVt E K�«DUCE ANr HOK SPACING BY MULTIN.YINO SRAGIRB SHOWN M SCHEDULE By THE FOLLOWAIO CACTo MR " OPERATION TO K POs981E, REDUCED SPAM OBTAINED OSING PACTOR 9EMLL NOT BE kM TWA MINAMUM 3FACNC R4XKA:TE6 FM EACH ANCHOR TYPE ON TIM "WO L -_ if 1/4•�_. /4: . .m4' f4 W__ ANCHOR TYPE . .._` a'a'"9OLO-fit . .. PRFwDM OaAtN MIRMUM ANCHOR SPAOP OPO 3 1 . 3 1 2 ,jr 1 2 I/t NINIRWMMU Lb.) 3 1 AJr 1 r ,, 3,/E' 3 OWAAta "i E.:. a a tf1` 2 ,�` a ,J2 3 ,/a• ACI1W, WK GSIANCE ) - FACTOR 1 IJ2 0.33 - _ - — r .I— os, A.3a 11 a__ 3 a W o 76 t-00 ow "• SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE. T�1t'fLE 1 FDR DESIGN LOADS & MAX< PANEL WEN SPACER pA�T IS USED. 11194E C1 A AS.D. DESIGN LOAD MOMUM PANEL ILENIM 40 PSF OR LESS 6°-8" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-TD- 6 MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SIT ANCHORS & W/ SPACER AT 12 1/2- D,C, 1N5TALLATION DETAILS FOR LIFE SAFETY PANEL ni INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'0 TAPCON__.___ R; P(7t)RETI 1/4"m TAPCON EXISTING POURED 1/4`0 TAACON__ A'ASYiPM POLL[1ID 1/4'e T __ _Q.'ISTl ANCHOR 0 9 O.C,,f�.++' ANCHOR 0 9" O C _I:bNCRETE OFANCHOR 0 9' O C _.:, Cr�E AWN ANCHOR y.}} UO BETE O f. Y.k1 REQUIRED: I1CLI._._ CONCRETE BLOCK 6A REOUiREO. f€ ✓� REWIRED. _ _ __-_ -G. (� . tm Y q v I 4 Lv+OOA a,Ls -A'J 4- I 1 _ _ 1 1 �.` Max P LE T ANEL NiTT71 I �_ --- T' Min. 1_ _ ION SEE LET 12) "E ON SHEET i? ) t a --sEPAAAT qq TO GLASs. S. i g f i r , ,f I E B. r L%r t ' J� %l Y. 1 H l s�r}f i tocra v'l i I 3/4 ' __ --"---I- .--f 1 _t/4"W TAPCON ANCHOR 4 9" O.P. EXISTING POURED CONCRETE OR _CONCRETEEB�BLOCC+K RICWRED. f ggt + I E.D,e �< ^; %r 1 11 sr�f r T j G 6 t' Min. I _ •P TO CUSS. I 1 J4i,_aa„• I.. } _-A-ts &X35 r,�j _ rf FA 17H,lIAP' I I t a - ++ 6 O - - - I t MAX,. PANEL LENGTH )I 1 SEE ELEVATION ! S ON 12 SHEET it 9 _. ._.., 1 rL..__ B �._ 7t. f y' i f f I H I e (fr _ !" .t s ED A _.,,� , yr�f`, ¢• qw L .v. 1 A-iJt ot', ,- 1/4'a TAPCON ANCHOR 0 9. O.C, IOR -=;NZETE BLOCK REOUREYE CT�p� 12 I �ECfiT 92ER_1 NEL 4EE SAVED: 15 @ 18 FOR motion Mo= TAPS _--'zA"t_ TYPE A, SANXNA FOR INVA7:1ATIONS Rn9 wom MP<0 FRAME TDR -: AND MNIMUM IUNNuM: AW,'" (4e4 3 -WMAUMm¢i 'LVmm4u 04 S f0G£ WY7APIfE ALE INYACATED ON tNPS 504FAAL FOR Em LEN THAN MTXCATW ON SMIENULE REDUCE MCNOR SPACING YlTaatil.w) L"vxt,M b.,, Wa) 1 8F M,A.TIPLT . SPACING SIOM ON 8T THE FOLLOWING FACHFR^ FDA THS OPERATION w BE POS518LE REDUCED SPACING OBTAINED USING EDITOR SHALL rGYi DI LFia TR AaaAtL uxe 9e6t11lrar p:EF3 FA"SCHEDiIM ---__ 0,` ___. ._ .-__-_ 1 �M_. ____._..._..-_ a11A __ __ a,s, SPACING INDICATED SEO Dt FACN ANCHOR ANCFA7R i'fPE ON THIS SLMFDI/LE_ 3 --..___._ _..-___ _--- 3 ,!2' _ --_`_- I - - � [ I I � if it ! Off;'. i . !. #. MIA. t f E y:" n 1 Ili) II $ I' it ih- SEPARATION E%ISn7„Iu i t 4-20.i' IXISF}({jyl TO CLASS. _ W/[, :GLASS 6 - -5.s ffzn x GLASS ► { i .. A foARM _ n - - ---f( "t 4-- - Al EA i F=. 1 WPM M"A n I u Y } OrAIa, aWW n Ir n 1. ii E 9 P i I L S` MAX. 6 I [($ `EL MAX. n _ [ I II ': PANEL LENGTH --- L PONE LENGTH m 6 L T _ R _ SEE ELEVATION _ LEY 1 ELEVATION - ( I i SEE t£J TqN ( II 7" Min p i ON SHEET I2) Ii r - .1 0N! SEFf 12) II--SFPAMTiON J It I .. . I TO CLASS. 1 li {$}j} 11 R -! 1 d I f 1 r" I r r > X 1. i J. ,<r X f f YA E.Q. t E.,O i /t t f' f tj" ... i ,_ i E Ey OO "Eit NM.. "6.3 4aNMS. . i2 ,/ O&, l3 . 12 ii216Pt I. 1 4 _ ___!/A'$ TAPCON t_i/4'a TAPCON ANCHOR 0 9' O.C. ANCHOR a B' O.C- COS LNG POURED CONCRETE OR EX15Mn,,. POURED COIYCftm OR _-CONCRETE BLOCK REQUIRED. CONCRETE BUCK A[OVIRED. SECTION R-2A O REGULAR P� E S O LIFNEL ININANR.,WALL 4tiUNTTjjGS . � 3/6m1' INSTALLATION 1 N _a INTO WOOD STRUCTURES II t __ _... F._ - I{ _ ; _' MOOD HEADER L� WOOD NEARER "itEOUIRED `.�,1: -REQUIRED .1 ..¢ 4'4 TAPCON -. 14 0 TAPGON `f ' ANCF7gR 9 9' O.G- r 1 ANCHOR O B' O.C. ,,.t r.4 i 1_� {j(( ilk `' I / R / , - �' i i ',r ; it ,' M1 __._-_ '._) i t'! .__--_-_` _ x ki ' TER, 1. I I M n 1 I I! �� ) °i . . } i ' ✓1� ,. E ,„,w.7.3 _.. Ss '11*B4tIs w ;. / t Al EA q GLA3"5 i 5.8 POLTSiW t 6 . T A, -,._, . 0 1 �' 1 IFPIfe 0eW Y.e'1 � 5'l15S i1 : f ; .I .- II -_. II _. _ "L' MAX. O _, I *L." MAK I _ .. -.__.. 11___.__._______ _ ._1_,..._- __.__-__v.,___. ... _.,...._. _._._ '" PANEL LENGTH A t 1 PANEL LENGTH s 6 9 t (SEE ELEVATION n I .' E7EYATIOPA f S S; ON 2 i BEET 1 .. Ijipji- r_,._,.=„/_,,.,__....-..._. _.__-',---.. ! ON SHEEP t2) 9 ..r..__. _ 4 8 I n I Av r-SEPARATRItk-- // ii ___-4___.•y_ _ _._T..-_ -�+�� TO G`fASS. C 1 �.-1 n E"'-•-SEFNUnoN-- 6 I k "O 7 GLASS. { i i I 7 _ i ,_ ED.. `1 `( 1 • fa ,A! oc ', ..? -_ `7' A . t/t ac ,.. 1 .. , I-' .- I .-. . , I .. .-. I -, .5' ` _- _A_.._ 1.. ,L.- __ aO Eq, ,. ..`"+ .: x4 ) 2 X4 2 i' Y00[I . > T 7 ;- PU{TE - REOUI R RE iR REQUIRED QU EB I:: m PA14El.MA7E iN;.US ^.'�-. , .. . ,., Y. :MIS/4 PANEUkMATE PLUS •`. t , ^, ... +., .,�., -,7/4LW ANCHOR # T 2'0:, 1., .. �' IIUCON 2 / C 1 ANCHOR wi 2 /2" tlG j �, Al A R-3Bw ALTERNATUYE R-LAW ELS TER' O REGULAR PA iE LUFE SETY PANEL IAFN ,,,,utlHlnil,", W1U MOUNTINGS .�>cR N. llkil I ate, ''.tCEN&i .... O. 44�87 FLORIDA BUILDING CODE (Non High V.1oci- Hu cone Zone) !' '. 3 # ; w = a7ARa T01ca: NC. - Fr. - 24 GAGE GALVANIZED STEEL STORM PANEL I. HNSTALLAMON ARE ONLY VALID FOR MAX. A.S.Q. x 'p •. STATE OF ��_ /` ,Mva, 1' -DESIGN LENGTHS AS PER ELEVATION URE RATINGS ON iS AND PANEL SHEET 12. %t,a' '`LOR - .. / � L c GLOBAL PROTECTION PRODUCTS, LLC» 9'/"m,.M 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'YHA S'4N',_� � n'Tii9@ G PArY taroS,k5i '✓ X7 r 'Db1' "mt,`, a 'F"00'11 i�°°A't' t5 s W31 {"aymRs-a7aT MEMBERS TO OF SOUTHERN PINE No 2. W SPECIFIC AA .114tom".400 t - '/ aAR DRAT m17—IPJ1 PAfB+E (W64 20-175 �_ DE1dSfI1" OF 6.55 OR EO()Al.. oM-MM7,9 r•: , A7F a,r as..a .owx,. ru: aTANwAG w>: PE- Sfi4✓StGNASi7WFJIMeE Tr'@,TER A n AnI?7' mort 7m or to «}A N N C_ to N _ CB O- N U L a) a- C 0 _0 .CM co U a)� N N -0 U O 70 .� -0 O � O L O LU O _ %%.I U_ O Co— / V/ Cn N'^ s_ O W S CU /� = r ^ E z w J m C%s f ..I " c ® '= , . "= W Q! V n O L C rJ N On ♦ . LA_ CX N .y O N CV C Fes' Q L 3 _ . Y IL d c •� C t Ay. N O >_ Cx V .- 3 cc-r, L a1 sa Cc-, v ,In i N " C= E9 4A 13. - C 22 O a U - -6--A U) `o O CDL - U O 0- U) MCU W L1J Q Z Z Q J d - I -F - - - - _ - I I ILA +I ,- , I I ., I . L':.flIt T r, AA. --full HI :_ rtlli: I:.al h. dA I , TI. 7- TTFTI I.---T-T— I - SHEET N0. SH 1.4. EZt/i8, * EZIW/I8 SECTION E2, 7k AITERNRTNE: r21W ON SME[r ,8`"._ •.._ .. _ ._. `I` MhL, Mwrr.' -TE 2} L sIP Iona wlvEr LAST 5lrlaEt(j>TC1 8E f#atALA.EU AT €;a^.H OPENING $++wki ALWAYS 6'F. f2" t7 ¢ { O .• I2 C Dr-" D t3f�l r5 a 1 C }=- PROVIDED W/ REAR RANDLi TO FACILITATE INSTALLATION If 9"drFtiDW `�j I # jj 10 BE INSTAt:LE*.i rfii7Aa tMSi£t£ #'" TisUt?uRE. 11 dd tt 6 r' i J t !I I 1 - { 2 PER L--1, t, _ _�- ._ _r.i,..". I ..r .:� T t.,. _.t ..i_ ,>E Of (q i�k�P'�1I!52 _CLE .R",.a.. ^ E-7. Hrr+VG STORM PANEL SYSTEM I i I f Ni) PANEL) . ( ,INTERCR RANEL) (INTERIOR aANEQ ,. (E^+� PANEL) '. ` aA:A.. GpNSiSiiN$ OF PANEt. +fan! TRACRS TOP & BOTTOM I r (troll PIES 4 SEE NOTES ?, :3, a I € I 1 } , r! i p I { ¢ ( SE NOTES A, 3, 4 2 a _t{" 62;)• TH PANELS STEP AL4Y1gYS HIA fIVIER TEtl ED BOTTOMlop ir` SUCH yam; 't7HEtit4'ps`c A SxL'N} t1r,,R C,i SHAi.? 2E i'RiSV[4Efr AT 7Af' fir SLCN { 1 jj II j I f 1..,.•.f k I ii } i �'RNt7. I.E4Y+TFt FANE,4-5 t t-1). IT 1NU r"AivE7: APE C0i4taECrEt7 TO TRAfk CiIMNE4:`ir.3N BLITTD¢# 1 1 ! i } i s OF c 1t .• j m _. sF4aC., GisNSt:�'T tja°rr-�crx3/4" #a,,,, #f �ffi'at313� yra{�[ j , TraLatD aANeL` w/ 1/as , NVT tea: a i+" Min r u S e w INTO TAPPED 3eTTaLt iiOLTS Ye Ex. UMERiAP " T'itACx. Lt'fCA7ltUN 4aF FA TENERS MAY BE AT, Erri'iEH OF TWO $ } sECTNtbS AS APPLICABLE ( EXTERIOR fkAi :`"uWGE'Sr Or WE PANEL e, �., t,.. , , -' r 3 t L. 5AX (4). IN CASE" IT;A END IRAI'i@.T,S ARE NOT CONNECTED TO tH4rTC#M - r... .a-. .r .,.,_.�..._.. r._.. ... , ".> r T. 1 tea:. TR.Afk ([D, A STOP' BAR 3S ONLY ua"Ei Aa 'OP) A4 t.EhS+ FVmtk I- Fs -).__.<- S ! ? [ t a I 3 ! t { I C ! (..� PANELS SHALL 'ME CONNELITIE Y TO 80"P'IS M TRiACic 3dSJNG SPEEiS i-[TigT i` E TLLi i �'"`T"i "i'yi�_"�..'o`.{F`i.. ,`a-! `t"_ ""'y'" INDICATED ON NOTE (3) AB IN SUfsi CASE, CONNEf71QN OF :"..1._.E.iL:L...:S,.l..-LS:., ! PANELS TO BOTTOM TRACA MAY OCCIA AT ANY PANEL L{iGA'r ON, ,-.t,.7, E�...i .4.7.1�;.1i.1 ..;1.�1...1.-...,1_.faL,L-_1,J. .#..,.t..��i,i.tf_. _ .?._ . E s_ ,_- 7 M t 1d;n '` ONLY VAILTI F09 " "g�'r:'F)w,{ .. 5EL ItJ:'TAL!<AT±+ #35 "NO ' A4Cda0fi„ NOR S SPFE3 UP T#y '.?+U ni,rLu, :�...,..,.., _ ._. V ......,. - SELT15N t2l +s ALTIRIw.TivE IW 04 SNEC, Is)- CZi/18, *-..- EZIW/ta TYPICAL ELTI ERIE5 2ftQQQ E-Z L4ANra S M P (1- SYSTEM ` ti" i(aTY (7tRlf' „, T r f t/aCAN r, WIL jjEr.TION ! 1a,F,f}liY,#et SGALr -/32' _ 1 •, . 7f j f uA pt$q EFI ^'• "# '�_,: FLORIDA BUfl.44NG CODE plan mi h Velocity HurriCars 2er,C m. ,'. onzR xEaa ce, 24 GAGE GALVANIZED STEEL STORM PAWLis STATE 0 1 1':. INIC GLOBAL PROTECTION, PROD LLC. aN. $1 atNaer vrwr mama x 5aaarN a Co -pry ,^ 'ttitYl r,z, A,•.s,; ap ,d yq^^: fiYx ixak an .: � CY�t iY...12i1. P,0" i'R use•-S"o,%Fax "014; of -RAP -, pf *+xt ....... 01' i#S >e.[aY F..: ace >a w Mm' r73gW', HY.. NA nw A. "IF k. PC AC ly-r 4 Inut IN, F.. -.4, % Ott§Zt r7 9F F$ ,. t t( !N E ERN? a EiJi�11Nf�EFai1N� EXPFtEt"s�� P'RE30CT E A ATIOIN4 E flRT u v U � � September 15, 2024 Application NumberIZI.9,1- f42 EX Project umber 20-3 l tN i5d3 Product Manufacturer. AtlAmencen Stations and Glass Manufacturer Address IUD Donna Road West Palm Beath, FL23409 Product Name & Description' 24ga Galvanizad steel storm Panels Large Mi ndle Impeot Resistant. Scope of Evaluation. This Product Evaluation Report is being issued in actoudance with the requirements of the Florida Department of Business and Professional Regulation ean(Floridaa BuiMn{commission) Rule Chapter 61 G20-1005, F,A C , for statewide acceptance per Method 1 fdt, The product noted above has, been tested andfoi evaluated as s4 marued herein fi show tompIianDa withihaFlorida Buitddin. gCade Seventh Edison 020 and i for the purpose Intended, Equivalent to that t uired he Code, f2 } s, a p rpa eta elf, at toast: Bquhra eIt t a aq by ! d Ra^evaleation of this product shot] be required following partinetri Florida Building Code: modifications or revisions.. Substantiating Data: PRODUCT &VALUATION DOCUMfiM EX drswmg 0-3iS43 it5ed "24ga Galvanized Steel Storm Panels fHVHZ & Nan-f"Zj", sheets 1-5, prepared by Engineering. Express. signed & sealed by Frank Hennardo, RE, is an integral part ofthis Evaluation Report. • MT REPORTS Uniform stanfi sruet7ral performance has been tested an accordance with TAS 2O2 tll standards pat test st ra Podfs)#BT-ASG-17-001 nY BlacNwabar Tasng,tnc. Large missile Impact resistance and cyclic loading pertommiance has been tested in accordance with TAS 2O1 and TAS 203 test standards per test reports) #8T-ASG-17-M by SiacRWater Testing, fnc, . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations lsava been prepared which evaluate The product based on comperathvs and/or rationot analysis to quality the following design crileria:.. 1. Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4, Anther Spacing 16D SW 1210 AVENUE SUITE 1061 DEERFIELD BEACH, FLORI13A 3344.2 (954) 354-0660 1 (866) 396.9999 TEA14@ENGINEER IN G EXPRESS, CUM ENGtNEERtNGExps Ess,cOM -r ,1 iron t rr "e3 ri THrrt i, r_uk (1 ! rAd inl l+r.li«1.1.. - I"r8H C"+C t] l "'1 M t H6LL 3 I .Hk b I I .hP L9iJ 7 k 1 J 141iM1�1 r rza C ''1 f? 3•. GA1S 7�RFIiFI r°nN Y.F .� �f,�c ("}'r' IJAa�7HtaH.1 M[)Illl1'hH11[!fd page 2 of AlI Amedcan Shutters and Gi - 24Sa Galvanized Steel Storm Panels No 33% Increase In allowable str ` has been s in i design of this Product G a aNs used the... Separation from glazing is not required for testa€lations outside of wind zone 4 and essential haGiiities. Impact Resistance: LargeImpact Resistance has n demonstrated a i na i eviousl y h teal lost r w P. s and Is m t h been eS evidenced ad. ❑ fisted epD ,)• papreviously f accounted for in the engineering design of this product. Wind Load Resistance "lTns product has been designed to ,asist wind Loads as indicated in the span schadule(sj on the respective Product Evaluation Document (],a. entimsenng drawing): installation This product shall be installed in strict compliance with its respect va Product EYaluation Document (!,e engneeeing-drawing)along with all components noted therein: Product components shall be of the material specified In that product's fespediue Product Evaluation me to 1 n € i DOG] rrr . , a naari drawing). ; f M! 9 1 Limitations ,& Gon0ions of Use Use of this product shalt be I strict accordance with her respective Product Evaluation Document :i.e. h pf n sIt asp Ev C engineeringdrawing) as noted herein, All supporting host structures shall be designed to resist all superimposed loads and mall be of a materiel listed in this produce's respective anchor schedule, Host structure condihahs Wilson are not accounted for in this product's respective anchor schedule shad be designed for on a site -specific basis by a registered piefessionoi eriginear Ail Components which are pem,ommilly installed shall be Protected against corrosion, contamination, and other such damage at air tlmas- T 4s product has been designed for se wrkhln and outside the HighVet c YHurricane Zone(HVHZ) r'f",1'iSpCCtt`tElIY:L Frank I3cnzlardo, PE :ENGINEERING &PRESO t%hE00405491 Carl Atttdt 438 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLoinoA.33442 (954) 354-0660 1(866) 396.9999 TEAM 0ENOINEERSNtEXPRESb. CON 'EaCr7NEERSNG EMPRE45-::COta • r •� rrr _ ra r '+ �„ � r .a r>L �r� • r rrr - ;TH aM 4` MiN, PANEL 404CI'1'I i INSTALLATION ARE ONLY VAUD FOR MO. A.S,D. DESIGN SHALL, BE 2'-5,. PRESSURE RATING +/ 40,15 p�Sf AND 6r--O" NO PANEL LENGTH. 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS to BE SOUTHERN PING" No 2. W/ SPECIFIC DENSITY OF 0,55 DR :EQUAL, A � AN SHUTTERS ALL MERIC U ERS AND GLASS 24ga GALVANIZER STEEL STORM PANELS (HVHZ & NON-HVHZ,) Lrliaa eS)Tr7kQ MOUNT iCbNN-^+ TYPE AS RESLD) 135TR CTION OB,rr,7'RUCTtbNl YANELy MAY tiE Nc7TCFi€b AS REi2lI'REn gFf10N+YL y.L^-2ilsTitCH `.. BATS W1Tfi MiASNERE6 PRC.2VIDED THAT CC2NMEGTSONS AND ANLtiDRL ARM: 4JS�FTa LYtgcH GAT15Pi WING NUTS FASTENED gl SPaSNSA[iO5iE6 BEL6tVt78rsiRlJCTt?SN OV.Eft1AP5�MI{IGPAN {NaI - gFPF1IPRIATESPANTABL�) Vi RTICAL MOUNT ELEVATION NOTCHED PANELS j :-N.7 $,'.. ELEVATfl31d ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 r.AUC,E PANELS.... MIN NIUM S10 M NN, tiflAOTa ROM R t"A fJN p W) i2 € +! 6 " TAI IA ll t HVE .Yd NrtwflN6 Br..SaFN 1 G.ii'a` @@ i 7 s" (M .Ax RESIGN ati " t` AHE55B H P_ c SAPLAeNWt4 AmSd'H. iiA3SNTk3tL�1`AAni.Oivii3[i%iLSASAIi145TALA1€r5" -A T Ea THAN iSiTNUVE aAi7E Y PIG. t r 7 S rz 4 A a / t 67tl M 6aB 3G I X r bOA Ih __ I&❑,d rn �SDG� t55m. 1 ^fAE 1ia.n kY-LL$,33{i Ca y- ?16 Xi1�� Q I4�5♦ ff NEWIVE SPACING TO R .ST4Rr+i - AN •. FOR USE w1 n'r7, I E3 SALE 3/&- 1. t 1 Ir_+rG 'p-.NOES MAXIMUM ALLOWABLE ,. t?kak=. stA,� DESIGN PRESSURES ` z ' v1 Rare. (,,,sal '' ASNOTED T IN dESIG N DESIGN NOTES! SCHtEouLE5 fl�, �TM P®SLTILIEAND NEGAi'IVE EMSHAA pREV ERMINE REP, j FO.41)S " CE WITa3NECtPER rt TING{{TS`SY!IT IN ACCORDANCE BE .ABATE NCI�:E NG IN }1CC4RDANCE 4VITry pp �.. GOVERNING CN E:., ORDA -W 0UIREM 59aF QM yid'CHAPTER.,,,e..:. 7. -_. rn K t. < � � W :.0 _ I iN O3N A . ORDA Yi ASS€ N LL.2;E LESS'IAAN OF THE -THE R BUtLDOIL ,... -. -.. NC ATBIt OIL EG'r1T$VE DE5rGN Oi .:. U,ALTOTHE POSTTIV S LISTED . CITrV LUE5Li5iEi5 i. F AAN. UftE RPA. A kE PL.4 A I-,.- s. . ,. ... 4C � A95EM81T R5 sHQwN .;"mow A,c m gad E L V GENERAL NOTES: t>vuR �•r��tr e Of AV H€1�1A ALL8UA GrcC1L: O"E'D 7S�tN.4F IN ,CODE F� AMENDMENTS WFITCk TAT EA TIN PLAY REgpIRE l;i} SINEERAG. _ 16LES1t!£SSiiAS BEEN USEbIN 7HE: bRTl roue TNe PRolECT UET . ii, it IS SHALL 6E RES WHICH " 64REA>;ES.Ttr THIS I1j31Crd WHICH , :r. NGC TDR rla fX•1TR11 ENuiR eERtrIG SHALL 12E U d L ISER }RE nd m T. kLT! e P s t !E G1 R45 AN CD rTAiP D ALTERNATE-SRAtl OALtix4LAT1PNSA& � GENERIC DACUNAEN❑ NARE4A5EDONMA1UT41JMTW7ED .� 4 iE 7. v flCT4 MAEGRADE 5 UNLESS NOTED WT€II A)<OTHERWlaE y�i� ,y yr SHALL'CAFSPLY 41iTH "SREDIFiCATiONS SANE rrIk LOCAL UN PSSLICEAYIEIN.. - GODEs. tJ:. A,YE6 i=a,D ' x, 4 9 tlA A6S35TRNCTLR L9UALITY STTM A, L 8 F1I1. F =3$1 [, .. UM KS F ,LEE3NE37Tb ALNMSN UM ,StLDY IATBErNTr31CHANGE➢As FIELD ' MY VERTICALLY dR �- rN3nAL1,-eEEMH6DA6gr0 Q ,LALLCCoHT ETEANGHORS:RER EtO uISULATE OR NRCTEGTALL ,TO ErSC7RDLY5I5, dsf V' LS A. ESS'rRV aES 6hVAb. t I©Nay ST:ON:TRA.CY6R,'rv�>t, 6NGFNEER FtrR ALL C65T 4-eAfAAGES G F E ,ES RESULTING 6Aa1 MATIE'Y L y8s NSTRNCTIOr4 PRAG'riCES 91=.Y¢NOTia,AT S 4 FEDERAL hh�iP13S4 FRL�14 66 f! v HEREIN,, NQ:Anrdl'JIONA!, - -SNTENaEc:: 6 N ER nIAAitITA.GS r©TM15.OdEu{+1fidT �• tITG•CERrIpiCkTIONq. A6ELED�WIr A�dINiMUM,,, (1) lf16EC :aLLIX'FINEi'1r5 RMATIar�t @ VISIT ECALwofsi5d3" $f VISIT ECALwofsi5d3" $f 2iI-31543 4 Mai BO6UdEGNNaSrA'PR9l8 DAINsrORE � :.� FirtiA4URl❑NALPLANq, REPORr361ff9JLRCEs.. MINIMUM ALLOWABLE SPAN SGHeOULE Mimi== M fm l �Ye yam. DtdG11i4FfS AT uP a0. d5TTi`.'H:, RAF lEtd4"r,-'<^ie55?trrif'rrkpSN RYe7A FN MFiE 4}J�k^+i zy64iiti. ;u;sarwFneu, ` N4 ffiPAFR6rAtiAi �TrdN cYllm^S nS c,EkultiE§Jn: F:te Pkai a*.ras:`si.SSGRaGYT?'tnA3i'haAi 3r"GR : I `GQF4CJ Y 'A❑d1Vk RE34*BLTI'!£IRts MTIN4 NR I[xa n va su :m a IA IAA-- _, aYss±3� Va: d 5rrsa {;YtY.,Y,tR€x9 k EP A Ir,D AIbaSy'S C+N'� s. �Dp" 1r�T Mt'!v NC N n b 61. t2NF �awRi `F a F. ydsr,rd aUAtkk"A;G Wa1iN"t CD aF i7r+5, sE'a+J F. icPa n EON GLA," r. $s raid}£,`: f1 3 £ H R E,� F KYF,Ch �.iL,.,, aN45 a sPF ,T 3 eArA Nirri »XN6c. A8i#2:PFi1€5 r954ii c'. aYf{i tl 'Nt -Apr: ff. . &F#2_§tW S 15 IN! `U51+a".. ":t16r'rNE nit .5 ftP 51R iyMi `•'•'>Fi C1 E£." PaN x±Vh t}"x..i. 'Nfinpra-: s, ssY. ilSZNN ANYYi3:lJ NG. tTsttN �Yn ii. .Ar+F ,IREw ET +"e, nT SiMw *.uxa v+ SIR r GLASS SEPARATION NOTES. ° 1 ENS VAN SCHEDULE WITH POSITIVE DES104 LOAD 14 DETERMINE i. M_ndMUA. p u E5.EPARA.7_riNFRifi HEIIN_ie BE pTE Ci_ FS 2. SCHPDX T5RE4UlREnPit usewtrHPCSTTVe LOADS OEM tnrEPcLAION aE •x rAOatsa�ABLE, OTHERWIsetipNEXT I� RV: 3. FLIP sh$IALLATIt„If:S OUTSIDE Of THE HVHS AND OUTSIDE 01 ESSENit{n:L. FACILITIES IN ASThr WIND ZONES; t 7HRIDUGM 3. THE GLASS SEPAL I., SCMFAULE IS PR6TcL"YeD EdTNa O.. MINIMU14 SEPARATION FROM Tiir, - e OPTIONAL INTERIOR FASTENING DETAIL _ ,.d' N,T.S, OPTIONAL EGRESS PANEL DETAIL ,w INTERIOR FASTIENING - %ter rRm. O�,NtinRPA. PL. t eESQ r6 ra saes also z-3so'. �: k 3.x a Do9a �{I r S .,,'4.DF.D J(N susrVu'k az5q.. _ 0;756 ,,c:_ OA93 ,625- . o 0.0 ... D fJ94: rr a s: „ n L25 D.ixs. o ;ac �. op.094. .49#.. T �- „ ry:.. TYP. �In Tvv .,. «-, m $s. il 094" n4." 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MAX, - '3 a: .ve rrnwH= r :mrrrr ILL .: LW �- , 00ti1� our r D E r ISr NC - A AI h IrIN. l N Hr J .1 N I 1gg k -r - n_"xI1-TrA, FMrc1ARr ,J �. - F Y� -1 rit:IE IP �.S[F.f;: EE .HEC EPF R1 ,. k: DVETyJ-AP. 'N-tlux.N ro 3.92p'� a ,. ... MAX:. A. - H iri-rill Mill Nl[ f)'Sllkhlk ! �g m I .. : ,. f'i. I... 7 I R se�rC-c. 25 MAMtT g 5 _ Ta a N L.. ). 2,.. .:'.III] KA• I • L.snn. MIN IOW" r CtiRi$GAS7ArFrnn-EMBED rni F T 1 r' '';"uH• rrrn R ,';• §j£g 8qyR ffY: dN > r E4 -f' irAvirounrtLasun€oEra,L o rn:irr r �� '6 bt R EENNRRD9FE�- ' 20-3]543 : 1 �r7a5E OB.acnSvrlax• %YAladVflMva*rAlIA. rkill,4 ,ZL ANCHOR SPACING SPACING EHED..ULE 2.4 GAUGE WtNEL5, PANEL FA5TENE'Rs @ 12 5O C 1 D M 8/4'•elrae pYSTANce e p , .ap jr *��." 04 xx W V� i" d C m� h� N $ ;3d ppi5 ei iz 6 J C « Wx IF g _ 'p Vf S w a 6 }` s11, L1 Z Q E Opp FN 'K ANCHOR NOTES: x•d LY { ANCHOR SCHEDULE APPLIES TDALL PRODUCT&CRTIFIEED HEREIN,: PUT ONLY PROVIDES SPANS MAKIMUMALLOINALLe ANCHOR SPACING HA;XIMUOALL!CWA4ie AND PRES5U RES. INDICATEtt I: C EDULE 5 LL NSP NS N Y1t A Y. SX Cs vA, ; •.. ENTERANG'.['IR SCHEDt11E.9A5ED 4N PANEL FASTENER SPA£iN6 THE 7;,)` MF: LTQNI365TRUGrURE MA:rER1AL, B RNCHDR'rrPE. SELELT.DESICRN L,aAd 6fi.EATER THAN AR EQDALTO (NEG'ATiVE DE51Grd TO`SH E U " . � ,UD R NDSELECTSANG TOS ANSELEY AD N SHUTTER A P ATEMOUNTNG( QUAL SHUTTER C EGT ON TYPE9A5ED 0, APfRDI TE MOUNTING 4'O b ON BE MOU L'rAI 5irM (INN 1 . N tun , FADUN N N Tit t5 NTTNG 0 l � �:. -i TYPEI° IONARE SHE4`f 2 FqR fASTINIHIR ,�: ' STUDS DS 11-3LD IN 3'PANEL�ASTPNERS"ARESTUD5 QSEOTNCC1NilIINCFIDt14VitH ALL MOUNTItJG'E'#TRtiSTOIJS E CiZ DD D C• US 6 5 CSC LF E -C.1 GTA AL "F"-TEEN SIU E k Fi E FAME A RSPA. N SLE VA. U65 FL114. ( NGLE, I BEN F 1. tL° ">Aron^ ^SHE' a rN urnNG'eui Da ND rti s n it N ODE s t. cL L u7 to rr N .) .� 4. ANCHORS SHALL fiE INSTALLEDIN ACCORDANI4 WfiH MANUFACFNRtRr ULDMM'ENiDATMNS 'a t 5; HOLLOW BL9Cq t#RST STRUETURE skALL wONFoRM To AsTm c56 i) 'xk 8: MMIMU M EM$E`iiMEMT SHALL 6E a NOTED IN ANCHOR SCHEDULE, ,:,� a 47 � MINIMUM EIMBEOME NT'AND ED6Er?IETANfE P4'CLUDE4:5TUCCtD,'PDAfrl, BRIG%, d§NDt'S. THER liaALL p h. FINISHES WALL FINISHES SHALL BEL,matt o194' MAX,= SHALL RE VE'RIFTED eY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST 5TRUGNRE e, CONCRETE ANCHORS NOTED HEREIN $HALL BE EMBEDDEG�rO'UN"CRACRED CONCRETE ONLY; 3� 'e 9; - WHERE BSiiSTIll o STRUCTURE IS IVOOO FRAMING+, ESI57TNG CONDITIONS MAY VAR] {3E W' {` ,.: VERIFY THtAT�FA57ENERS ARE IN7OADEC}UATFWOdD.FIFAMING MEMBERS, NOT PLYk GOD,. FASTENWG E OPLYV(OOD S-:CCEPTAB -ONLYFOR SIDE CLOSUR PIECE, T A L� ID, WHERE ANCHORS FAS N TO NARROW FACE OF STUD FRAMING F TENERSHALL BE LOCATED [N TE RA r3 6 8 gg. r NTE OFN # {M N 7 W TU (,' E Tsa'4N IB ACCE A L F.W69G PR R OMIDSi T 4' I D06D ' ' C,0, D CE P7 B E EO PR4MING1. 17i;XpD S7U D'SHi1U_ BE `SOUTHERN `FNN� GHQ 54 S?RiREATER DENSITY LAci SCREW s ry � �E ! All SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 11. REMOVABT.4 ANCHORSARE. DEWALT PANEL1461S, ALL -POINTS SOUD`5Et a BRA95-eU5NIPJG N'� �� -_ ~ �IT `s R 1Z- MAIHINESCR5W'S SHALL HAVE I)'2-RUN( iU M ENGAGEP1ENT CIP THREADS INTD THE EASE � �,. 0.51543' ' ANCHOR AND MAY HAVE MTHISP A PAN HERD, TRUSS HEAD, OR WAFER HEAD (51DIS'ALLC-6OLT)11 P1.O--� t3; MIINitdllNi9BEDMENTkM®GECiiF'rAN.CEO.,'GLUDE59TUU'CL,67Rt)THERWALLF3NISHFS I-C M DESLGMATES ANCHOR ODNCETTIONS WI-HOI l-AM N,OT,A=PTASLE 4SF, 15 * DTRECT MOUNTING rrroNDrrIONS rFAtleoescRsersara 46`. LINER INTS TPc9L4T1OIN Pa`JNOT PERMETTELT. FOR IRS WITH THE Arrf R5CHE'DULE5 UBTED ON THIS SHEET ;z,s'- e'DzsTANce ?. ` rox>r6esEax, alI[nNraR PR@6sa1[E TYP# R6F stinN or To s' a'" src,N ua m a -a' Sr+�u up is Sa -1 ° IlUNa iYy E G1 C2 C3 C4 . CUax TYPE C] C2 :3 ca costs YWV3; .. C1 C2 t3 Ca ' ib' l r, 4 CM❑FL 3r Yi' a[$IA17utr¢ALnN �f IA I'll �9 z 460'115.9 127' 36A 1 02 B:B' u S` 16 p:' 3.1 •6 ,. 1 135';. L°xLs'.fr,o ±as •.. 16A 92 s.5•..'. r2 Y" '18 o". s1' d 1 a 4:3 33 5 t 5 2E,❑' SE,❑ a i' a1" SM1' 'S,a' 1::,i Ile ❑". a1 YE.❑"' ai 5 ' &¢". 125" 160' al ' 84 125 Y6.fr e1 k'a' } a4 I 6D' a1 5 " 4 Y ( 3 p ATULT i)1 - 58 t enc r }3 t 3❑ 92 Z, CY xrxA d P` ' 1`L 5 1 '.❑' i5 .❑ la ❑' IS E 1, 13 1A 1' :1t.5" s D 16 3 s St5 s6.ti 1Y,1. 9. 1F lt+]'ifA 46`: 'xz s A la 9'" Y191 Sz s 3&;D is s' 5 vas 16 ❑" ax 5' 4 S ' 12 16A Y4fi"].A x 125' x✓f,"H' 119 95" � lx5 36❑°11.995' ii 4" d5 1 5 x 36 fJ 31 A' 8 5 12 E I T x' rim LL IRT5 LID eEr EC' °J} pf. I.. U. 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