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6553 Back Forty Lp
L0 LO Lr) 3:� 0 CN L0 C=) Cil M 2 C 1 :1 C, Lin LO 9E> V Cr V) C� C) LL) CD (7) C14 Cli L0 C� Lr) C> L0 L0 C/) E C', (D E 0 0 f 7 CN C=> C'4 CD Lo 45 16 LM LLI V) ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REG or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref, Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft, Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galv, Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SDorSD. Smoke Detector SP or B.P. Bypass(door) GYP BD or Gyp, Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir, Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or CIg. Ceiling HORIZ Horizontal SPF or S. P. F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KNVALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN, Connection KS or K.S. Knee Space T13 TowelBar CONT or Cont, Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer ILL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T. 0. P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfir. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MVV or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. DryerVent NTS or N.T.S. Not to Scale VL or V, L. Versalam DVP or DV.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W,C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW H DR or WOW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FF13 Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated VWVF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin, Fir, Finished Floor PWDR or Pwd. PowderRoom REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE Br—:AM150 MPH ENG. L-1-% 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1:1 FE7 D 17-1 FE7 F171 FD E ISIVI —I I I i0:1F !1i 1941 Al 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 F UNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WID WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVAL NUMBERS PA1. 1 PRODUCTAPPROVAL NUMBERS PA1.2 PRODUCTAPPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH-1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engine—�r listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, onnissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. CW:10 C�-J 0 C= =3 Zo 20, 10 C= 0, > cm Z is to —73 f 0— < �J eo oe 'Jr To the best of t and belief, the structural plans and specifications cont ithin these drawings comply with the 2020 Flodda Bi fliding de - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages beahng Engineer's signature and seal. E 0 00 C,21 0 N 6 0) Q) o ar-) co, 0 co co -N c) co "�T cc uj 0- -131 Z :�� 'c c? 0 :3 cc N 6 R LU 0 2 r- W (0 o� d W Z < C4 F 3 X 0 Z W (D < U') Q) CD 0 M Ln co Ljj. E u) < r— cl� cl> z< u E E 05 F- x 0 cD c.0 o 0 < It < . o - 2 cf), _z=F C o Z .2 z. o < 0 W 00 CD < o 0 C) > U') 10-1 LO < 0 LZ co C) =3 LO LO C:) 0 0 0 T— U) 00 M M -= LO "r— 4-J 0 �-J U- C') < 0 -�e N U CD cc 04 00 ,- - CF) co Ln 'Lo LO LO E 0 Z E 11= ca C E A 0 0 -0 a_ 0 -1 < r- C: a) -J JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. C S 1-� C11 -3-- C! LO Cr C14 CD L0 2 C14 LO L0 ID =3 0- co 3:� 0 C'4 CD ILD C) to C L0 LO CD 1.0 L0 V) C14 CD 0 E V F_ r J) W E 0 0 tP W LZ CD C�4 C14 C) C14 LC3 45 z 29'-8" IN 0 25-SH EGRESS A U 0 -0 H 5-SH 1714 16"DJSEEP 36 36 Y PANTRY Lu Lu =Lu 60 RANGE r CL FLAT CLG. u�= TILE KITCHEN 00 21'-2" VAI 11 �T ICI G L 2'-2` 10'-4" b TIL E W SINK w/ DISP o? 10 00 (0 CAFE. I- _J C14 D d , F- - - I D,W I < . BEDROOM 2 VAULT. CLG 6� > PATIO CARPET A SO, E - - - - - - - - - - - 8'-0" CLG. OPT )PT. CARPET REF IEF 5 168 B.F. 0 4--0" 8 6--10" 4'-7" 8'-8" 64" �2668 . . . . - - - - . - - - - - - - - - - R&S 01 23'-8" T-10" T-8" 2:12 VAULTED CLG. M 0 19 (0 'FAMILY RM m I 9'-4" CLG. R.A.G. OF - I I CARPET 81L== 38 \,,!3� TYP @ 1 STORY 5--1 15' 8 4-_0" 1 01 (3) 2x4 #2 SPF w/ DTT2Z @ BASE U w 17'-8" A 0? W OWNER'S SUITE 8'-0" CLG. CARPET A S3 AHU A_UNi 8'-0" CLG. CD TILE: P 0 T. D FO r7T It TP Tg-ERGLASS C,5100 SURROUND 4 '60"x36" HANSON SHOWER 00 to )3 BOX @ A. F.F. C? DRYER VENT 2868 5'- 3,45 81;' 2, T10" i THRU ROOF /6-10" 3--0` T-811 z O.�- BATH W. 1. C. C.0 TB 50 8. -011! I CLG. r&-O" CLG. TILE 00 CARPET C to N LINE__1 - - - - - - - - - - - - R R&S 5-SH 61, DP"�� 5 15-10" (D 25-SH EGRESS 19, ;T I FIBERGLASS Ce) SURROUND F cn 00 TB 10-41 2 2'-4 06 7 tP 5._ d 011 2" BEDROOM 3 BATH- CD 8'-0" CLG. CARPET 8'- 0" CLG. TILE , BEDR 81-01, CLG. CAfPET o LU Z! 6, �0 14--6" H DR AT T-4" 1 0,_ 1031. 8 5--6" co h /I I I k/) I �3 u/ Lu I -X%p ol ;TV L) SD3 ,--EDGE OF SLAB 2" BEYOND WALL (3) 2x4 #2 SPF w/ DTT2Z @ BASE - 8'-0" CLG. BUILDER TO PROVIDE 6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC 07 = VERIFY LOCATION '�' L CTRICAL PANEL ' E E VERIF� METER LOCATION WITH BUILDER M 4068 B.F. =F1, J, -'-'z " �17- 6 ::.ENTRY min 8'-0" CLG. U S T. NOTE: FINISHED 4 WALLS TOD BE FLUSH. VERIFY IN\ FIELD. 0 0 LU W 0 1 9 TYP @ KGARAGE S S4 OPENING L- - - - - - - - - - - - -- - H.B3'-O" V_4" 15-0" 3" 1 -7" 7'-7" f A I( �S3 TYP @ 1 LEO STORY (1) 6cr T_,0 (D (OW C00 W L? F�_ HEADER SCHEDULE MARK HEADER SIZE REMARKS - 2XIS #2 SYP W/ 1/2" <@>(2) FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X 12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 <@(2) > - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I Straps are Required VERIFY W1 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 18JX 25 4 S.H. 13 20 X 38 J 187'X37i S.H. 14 20 X 50 J 18JX50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18JX714 S.H. 11-12 27 1/4 X 26 26 X 251 S.H. 1113 27 1/4 X 38 26 x 37 1 S.H. 11-14 27JX50i 26 x 50 S.H. 11-15 27 JX 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36 J X 25 1/2 S.H. 23 37JX38i 364X 37 3/4 S.H. 24 37 J X 50 J 36 '2' X 50 S.H. 25 37JX63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 J 52 'X 37 S.H. 34 54 X 50 J 52 71 X 50 S.H. 35 54 X 63 52 71 X 62 4 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79X59 N/A S.H. z 19 TIE WALLS TOGETHER BY ROTATING 7 BLOCKS EVERY OTHER COURSE L? General Notes R302.5 Dwelling/Garage Open i ng/ 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 R302.1 1, 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. Bid. 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be 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 f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 -32.2 ' �O +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 I SEE SIN SHEE SIN SHEET 4t*'_H� 6SEE 140MPH 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 WALLLEGEND 11 1 77M MASONRY HGT. @ 8'-0" A.F.F. 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 11B1 11 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE ENTRY TOTALAREA PATIO 1936 1936 416 24 2376 23 INSULATION REQ. LOCATION R-VALUE /TYPE EXT CONC WALL R-4.1 HIGH PERM EXTFRAME2x4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN FLOOR PLAN - ELEV-B1 (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1'-0" (GARAGE / LIVING) I ;2t. WJ C2 cc C-3 =CIA C-4 to C= cc IS ca C2 CP % cc: E 0 CD 0 ", . V < 0 LJ 4"') 57 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. 1 WN - V) , . W Am Aft 11- E 0- C-, 00 0 �2 x&, N C) _J Lu co u_ IL _J - -0 K0 lg�, 114`1 3 = C', M C Cl) _r_ CU W W C IN - W 0 X (1) 0 z IL M co 0 LO < z C, < 0 d 0 J) ; �-, .) 51 . . . . . . . . . . . . W E] 0 < U) V) 0 4-1 .0- 0 LU C-) LLI F- E 0 r:2 J) < c=. co 53 z z< U_ E z< E 0 o z� @ M U 0 E.' E 0 0 < z .0 Z z < z ol z W C) z < 0 z ` 10. 0 -0 LO LO ca 0 CL C0 C:) :3 L0 CL LO CT C:) 0 0 CN LO 0 < 0 0 co C-4 CD LO L0 E CD 6 z E 11=11 ca C: CIO a. E 0 0 CIO _J JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. - - - - - - I I I T., . . --7- 1 , 51,1 � 1, L I , i . , �, I], I It 11 1 1 . - I - I 1 11- __ 1 1. rn 3 -v m rn C, v Cr v O 0 0 J N CD O I M rn LO `v O a O O J N to O I N M O Cn v 0 C, 3 Q N N A d F2 E 0 0 J 0 0 U J LZ N 0 v a 0 a 1'M 0 0 N im 0 Z LU W 2 m v v w Q MEDICINE CABINET KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL 60 TOILET PAPER HOLDER O N U Q U Q O > CV > "'co ``'M KITCHEN O W NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD 0_ TOWEL BAR IN TUB OR SHWR. SHWR. VALVES t° SOAP o DISH 1 �n -1CIO O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Q a ^W LL w T o 00 _L to ��T— V J U CD M SINGLE ROD CLOSETS / LAUNDRY 0 0 CV OPT. REF. O KITCHEN 9 r BATH 2 0 80 MIRROR I ILI L U OWNER'S BATH INTERIOR ELEVATIONS SCALE:1/2"=V-0" 1 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O O FINISHED CABINETS o COUNTER TOP 30" H BASE - `z L o -1 CABINETS o 00 00 IL SIN I- L O V-2" 2x L? T 0o 1 FRAMING r - O O � � - r 1 /2" GYP ' CIOL N CV N BOARD -1 FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= V-0" r-a sv Ln a ® d CD �ccC-2 CM C." N f0 Q t N Q ..fir N Y m C.2 = Q � L cc as a) .c >, N L C E f0 C, 10 ,rsa,�4pCa?�"frt °. C .ms Lam' =.. 11ff,1111IIIII,IN011 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 Engineers signature and seal. x W � a o 0 O co 8 60 p W m 0 N N m co N r '% u- P), � 2C # lJL Mm,N N C LL 5 LL s �q r z LL w CCtL 3 a w Z _ D_ (n W U) CP m w Z LL C14 Z a co 0 �1 ,^ N � O U d< r �5s� i.� ' ZW U !n El CD � V rI o Z N z o � Q ul �N N M z C9 Q) - � 0 cl� ti Lij � V �0 II ^^ v, � cUSL N = Y � V7 U c Lu �.' rm 8 9 l =® = L £o' U C U) Q —® N z W M M J Z. ¢ 0 Z Q � U- CIO E zo s� > m zp O o 0 E <= , W rr e< z co 0 wo �z �w ro r6 C/� C M ¢ o �¢ OU W 0 m po ZF z m Q) J y O Q W c4 ¢ z ao 65 C) o a m w o m o <W wa �_ o v zl< a0 3 °O = I. ('0 J LOLO lT f? N :3 © LO J 0 O m m LO O Q U- M I N y( Co m T L m Eca c CO O Z Z E O (n M c FL E 0 a M a o c JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. 2 T—TN.1-- — - - - - ---- --� ., SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 3 rJ- m rn L0 L0 Cr (/7 O Q O L0 O 0 cV c0 O I N Z J m V7 in L O to 0 J I LINE OF CMU COLUMN FIN. FLR. ------------ (1) 2x4 #2 SYP w/ 1 /4"x3" TITE N2 @ 8' O.C. 1/2" OSB SHEATHING w/ 8d NAILS @ 6" O.C. CEMENTITIOUS FINISH . I — — — — — — — — — — — — — — 0o 1 wog zWb zWCO 8"x8" SMOOTH p a_ O TEXTURES CORBELS — U 12 - NTRY CO — - E LUMN DETAIL 5� 12 SMOOTH TH SCALE: 12 5 - �5 TEXTURED = — FREEZE BAND — - - - — —---------- _—"=— HEEL ---- -------------------- Dll_, i I F=7 � 1 F�11llEl_� I _C 1�11D FE �l=�lm�l=�1�1!�1�1�1l� 16070 OVERHEAD D••' SMOOTH D T-0" RIDGE VENT 12 5 12 5 3068 _- - — T.O.M. — HDR HGT. 1'-0" FRONT ELEVATION - 131 12 _ T 5�SHINGLE OR TILE ROOF PER u_ COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS c 0 v 0 L7 C'4 0 0 ri N -4 L8 0 0 Z Q z W Q Q m 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 �5 C9 i0 RIGHT ELEVATION - 131 r, =1'-Orr 44" PROFILE 3;" ELEVATION 0 DECORATIVE SILL REV. 09.24.21 cv 0 Will a c a W 0 ai o m N cc = a ea O >_ V1 t7 (V � Q'''cdY 3= d 3 m a, m —2 c.� m CD C Q -� =E �. U, CD pee` vr,'�t�9 r m+ a q +fir ".• ° L 0 • ,4� 2ga� 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. W � � AN Allllllllllll� �oE o c� O SO, ti N N n tD � Co N w W 0 ...� a• r- ) C4to M �0� J y N Oco C J LL W -j f0 V W 0 o 4 C W V — p LL Y 13II1 J Z L m� O Y �� O W og W. 1 �rn m W ' .O� LL O J M Z J 1- ;^ V N Z O U U O W ❑ ❑ Z N M O 0 z N z � � � Q —1 d .t� r M z �-14-1 v � o LL W � DL/I Ulm O J, o V1 '— cn f6 ,... W J E 0 N O J W MZO , Z LL. � p wzCU zo F- no 00 O C C < O wZ � ITT wa o W co c ¢ o �< m O z m °3 J a F S< z go co a Z �w o aF >° as v oIQ o � �C:) J Lid u , m 0 co Q CU � � N O 0 LO Cr J O o CN M� W 00 LO a--� O M M U o O _I CIO m N LO r LO r CLO E CO c o Z ccE Z O Cl) 2 a -a � U -j Q 0 c � JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. 3.1 T fT —IF- —T 7— — - T — � - — -- -- - ---- - -- - I I I I �h .11 1 1 J1111 IIJI'Lllt� lit, uld:lil I J1 id"; - ", , 1'', , ''AL11 I —I - ---T-- gn m rn LO LO v 0 Q O O O J N LO 0 I Pr') i J Q7 LO X) !U CD 0 0 J rn N O 0 1 N N L0 O LI i O rC LO i C N 0 i c Q N 0 a E a i E x v J d 0 v 0 CD r7 r4 0 0 a 0 a PM CV 0 LO 5i 0 0 z W Q m SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 12 5[::::� 5068 SGD EXTENDED OVERHANG TI BE CENTEREE ON DOOR 4' OFFRIDGE VENT- 4' OFFRIDGE VENT 12 Z�5 ------------- (2) 35 SH — 35 SH REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 Z;'�5 7'-0" RIDGE VENT - - _ TnM 12 �5 1 " x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS �- -- - ---'-- - 1 - - -- - _. - -- _.- ---- - - - - HDR HGT. ol 3'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. ap (TYP.) (TYP.) r --- F.FL. r------ -- ------------------------------------------------------------------------------------------------------------ L --------- +3" SMOOTH TEXTURED BAND LEFT ELEVATION - 131 LE: 1 /4"=1'-0" M. REV. 09.24.21 e•� N O N 117 c 0 O �+ a� *j J o c m w N •- •a m x b N M Occ to (V C N 6i O Q cV Y 7.. N ? F S C C1 4O1 Q 5 • — c.e Lv C E �a go W/v -NI �O w =� F OF E S S 10N 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 Q o oM o O N O O C c2 ti y N W H N O r 4a a q -j LL Lu J lL W a z O O N O Y r�;, W O & W 67 m w Z N N OD 0 LL 14 Z O U J O co W ❑ ❑ N O O O � QNQ Z O Q Q J — n- 4'J N N 1W1 ' O (10 W 0 LU g V) �N vsa c LL J F. U O N U) N O O J ¢ w M J O � Z � ri os E zo >m zo E V 0 wz z0 oa tca to no 00 o a �< az g< �z IT ¢off 0 0, z m J Nm aw F e ¢ZO W T 3 o< 4p a z N m dz =� 1 o >° � ow� l¢ a= 0 3 2 LO LO rA' N CIDN OJ 0 L rv^J CN m CIDLO r Q a4-+ O LL M I N � r c m LO r LO LO'S— N E (p c 0 Z Z E (D cc0 m a a U Q p� c c JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. 3.2 3 J m rn U-) rn ID v C CIO O O Ln O J N 0 I C� J Ci] rn Ln Iv Q 0 0 J O N O I M M N i O C Cr O rn 3 Q O E Cn L v a 0 0 0 J ti 2" 1„ N 2" N � CO �- VARIES *NOTE: FOAM TO BE USEDONLYWHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2"2 1'-10" — _ r� N 1z' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 4 1'-54" 3/4" RADIUS 1/2" RADIUS 1" 4" VARIES VARIES Cl) M - M, MIV rIN CAP N - CD 1" 1" 1'-0" N o M 21„ 2 iz' VARIES VARIES rTN 1,_4„ 1" 1" 1 1/2" RADIUS 4" 34 q" 41„ N -IN cn� o'i 2„ CD - Ch 2 1/2" RADIUS hiv _ T MTV 1„ 1„ r 00 -IN 3" f 3„ 3.. a 4 VARIES 2 12 2 32' 11" 32' 1, 8„ BASE CD go BASE 3" 4 N 4" ,k 12, "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„ 2„ EDGE OPENING 2" —� �'N 6 1" cD Fq 2a' • 1-1/2" THICK 1-1/2" THICK ' 0 (V 21 „ 4 _ d CS) 10" N 81 co Tri LC1CI1-1. 3„ 4 1„ 2 N 2„ 4„ 3„ 6" 2„ 2" N cn w_ > cn w_ > _ m 1-1/2" THICK - — 32„ 24' _ R r M 2'-4" It 51" 1'-5" 52' _ 00 IN - DLO a" 1" 1, 4„ 3„ 12" N � r, 2 ZD —I 51„ 4 VARIES VARIES 1n 2 U) w � > TM CV rM VARIES VARIES 4" 8�, N i N 00 _ � _ R6"10 � + �L2 Wei 32 �• p1' `C- j� 2 44 111 Ran Q KEYSTONE F11 b _ OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 3, 3„ WINDOW OPENING 4" L a 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CV `D R44r„ v VARIES 2" CD CO 1" v NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1' 4„ 101, i 1'-63 1 1a' 4" 14" N 12' 54" 2'-1" -- 1'-12' Sa" 7„ �o (V _ CV N 1" 1„ o C4 0? O c! C7 M T- �Q • 1„ 2 (V� O GENERAL NOTES: I I • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N 0 cv 0 9 W O � O — m x y ® O � d CV � a� W ni v _• ®c 3 cc C E R7 Q M CV O N CCO Lt 0 0 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. �u ry e O o to, 0 O 00 w `.. ,4r�' • U Q N O i# 11 25 ra f0 LL, LL LL a. n Lu Z, f0 OV D_ O 6., i'. ' W r co (O OY '; 4A Z ° °' m w N Z Q J al K 0 Z N Q � O V L) U) W ❑ ❑ Z N M 0 0 z N Q J � to U N z �1, C� o � T 81J 19 e � O LU o ws w �)� d• p— E N U o N ti o M C13j J Jz y Q O W z Z � EZo ¢ 8 w z D a g a G 0 O U O K GAO a U `o Z as L �w 0 ¢ 0 0¢ Y U m °� rb N m Q W �02 z <° U T a NW W Q =k w �0 o w� ;° <� zi< d_ 0 N 0 °) rn .---.LO Q cc 0 N co � 0LO 6 O Y _y� Y U U J W CD LO � 0 r QI LL M N co m ` Y LID LO a) E c r-O O z m z E O rn � CU m d E O U J Q � J JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. F1 L0 L0 Cr Cn :15' Q C'4 CD L0 c"! L0 LO 2 0. Cn 0 -0 :2 C14 :5 M C'4 Z�> C) 5_4 L0 Lin Cr V) :3-- C> C' C=) C14 CL E F2 9 Eff to C14 4� 0 C14 Z� LO C-> V) 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 DIFE. 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 ANSI1UL 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 L FfT_ DUPLEX OUTLET ABOVE COUNTER r'=7`W,P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I r��v SPECIAL PURPOSE OUTLET :E�F DUPLEX OUTLET IN FLOOR k(@E 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FANILIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCH CHIMES (OPTIONAL) F5 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTq TELEVISION (OPTIONAL) IT\� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A. F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN /9 CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR /TT OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10toWH 10 #8 to Range 00 #6 to HVAC METER MAIN 0 'T ,--150�210 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IEUYisconn ct SERVICE BY POWER CO. _ject, INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J� 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. �IT VVI NL, 11IN PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS BE VERIFIED WITH PLUMBER RECEPT. —lr-= FOR ALAR VERIFY METER H.B. SYSTEM LOCATION WITH BUILDER 15-0" 41 ELECTRICAL PLAN — ELEV—B1 SCALE: )/4"=1'-0" Cl%i C= U-) _j V-4 7: FLO >< 40 % C14 �2- Q) 3 E W C' W ej > > cm a) T E cv,> C14 C:) 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. 4 E I'D C14 00 8 CR 04 C) a LU c- c: Z cu 0 R 0 ; 1 0 (�o M LU W W IL :3 co 0 65 cp Z co Z� C5 X 0 Lu u) Z: 04 c') < b 0 1 1 Z Ilk W 'C9 U) Un Q) 4-1 L�u 0 V) Lu Ln u') 8 LuE U 6 05 O:f 41 < 44 ALA c:' co 1V cl> - o' < Lc"' c6 E <z E 8 FT 6 o Qo c c3 E o Z Qo < o o' o Z N o c" M < o" < o o C:) M > LO LO < 0 CL CN co CD j L0 L0 C:) 0 0 C=) Neo _j CN .2 M LO 0 < 0 ILL. co _Ile N U C) b ca CF) co CIF) LO LO LO LO E to cc Z E 4=1, C cu E 0 0 10 C: 0- 0 _j < JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. 4 L0 LO Lo 0 CN C> L0 C> L0 0 Cr LO C) to C=) I PO C14 L0 C� L0 L0 C'4 C> E V E 0 0 Cl- LZ LO a; CP in z cl- C'4 C> Lo V) ATTIC VENTILATION CALCULATIONS - 131 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 Ridge Off -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 Provided -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper (Values to be verified with Manufacturer Specifications) SQ. IN. of of ventilation to of vented IN. of SQ. IN. of SQ. IN. of Ventilators - OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation vented be provided I soffit ventilation Ventilation Ventilation (See Elev) * SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper 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: e LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT "Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 9 (Linear Ft. of Deck -Air Needed) Main 21 2 Floor 2377 2282 326 1141 81 570 591.0 (Zone 1) 315.0 276.0 -NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. C, I 5:12 SLOPE 44 T-O" 0 (L _j co 0 5:12 SLOPE CN 4 1 7 RIDGE T-O'RIDGE VENT z W > Lu CL u_ 0 0 0 . I W 5:12 SLOPE X + I bu L;� 14'-O'RIDGE VENT RIDGE z uj ILL 0 0 5:12 SLOPE 0 Oil L4 ZONE-1 ATTIC SPACE 2377 SQ. FT. C? 11-0 ROOF PLAN ELEV-Bl_ SCALE: Y4"— 1 '_0" C= Ljj C2 CL LA - cc C= C.4 -cc C'j 03 E 0 'j cr_ cc C= (n to CD U �P Liar- 2. ", 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 0 0 A 0 (0 Cc, 1-1 N 0) C0 0? LEV r-- 13 _j M Lu 13 �U" Z W C: C") E i W :2 :5 Fa �2 0 1 0 2 C) x W 05 M z IL - Zo <. L0 C0 < 3 8, z W El 11 V 'o U') (3j 0 4--J CD 0—, 0 V) LAJ 0 U') ZD C LU E U) 0 CK> 1z E E 0, CU ro CIL 00 0 CED� E 0 < C) <X z c.0 fo Q) t �z 8. '.8 .0 0z z EC z 8 I w 0 0 0 i� z W 65 < H < 0 01 EE 0 z < 0 C: 2 E2 > LO LO 4i 0 0- co C) 2; j L0 L0 _j (=) 0 0 U) 0 CN LO 4-J 0 4-1 0 ILL _�e 04 L) C) o -0 co C4 CY) (0 LO co LO LO LO E CD C9 z E C) cc C: M a. E 0 1 0 -0 < C: %= (D _j JOB NO: 23-06129 SCALE : AS NOTED SHEE7 NO. 5 1 1, i I,, i, lo, I : m Id d fi�! �, h 1 1. Ak I � (h 1, i I 1 1 1 1 F-V 1 _____T LO LO C0 C�4 CD 01 LO LO W W E A, r C14 �R Cl- CN C> 1� 1 1 8. _9;?11 T-22 - -011 5'-0" 5--1 0" 1� 8 1- 51 1. 1� H.B I TYP @ 1 STORY + U.N.O. I T- 10" 1� 6-0" A"I 2'- 1 WAI " . 5'-11 4' c') .......... ...... 6L 0 HVAC CHASE BASED ON A LOCATION 16'-0" 2'-93-4" 6-10".-, ...... . —.E* 01_01� 3 1/2" SINK, v/ DISP f 1 N I 10 60 I 10 " 1\ 1 F — — — — — — Fr�7 00 co 44) '1 �3 D.W. I III ) 11 ) 111 7 N U, "t L — L _j L —ill L - - - CHASE TO IS D = __;9_ - - �� 4 -rYP @ i STORY U.N.O. - - - - - - - - - - -- PROVIDE 1 Y2" RECESS L - - - - - - - - - - - - - CJT7_ OPT -7 Cj C4: Ci A% - STEPS AS REQUIRED FOR SGD. REFER TO -KITCHEN ISLAND ill Ill REF 1: ......... T : '' ::: 10'- 1041" - PER FIELD MASON'S SLOPE FOR LOW WALLS Ill 1* 0 7 CONDITIONS WIDTH U _j 40 4--0" 16-10" 12'-10" 7 INDICATES FILLED CELL w/ 3000 PSI : : _j CONC. GROUT FROM FT. TO BEAM 1\ 1\ .... .... ................. . , . . , . . . . ., ., ., .. .. .. .. .. 1� f .. W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3b0b-psi CONC. .......... TOP OF CONC./ PAVER BE (2) #5 REBAR TYP @ ALL PLACES SHOWN SLAB FOR HERN,�RDO 01-01, 4�-8" T-8" 4'-6" VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY 4" BELOW FIN. FLR. FILLED CELL W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CONC. PROVI DE Y2" x 9 Y2" SLOPE' STEEL" lIL VISQU�bl SLAB OVER 6 IV 1\ 1\ RECESS FOR FIRT. POOR VAPOR BARRIER 1\ \ I 2'-6"x2'-6"X1'-0" FTG LO 4' (D 25'- 1 Wf 9'-5" W/ (3) #5 E.W. 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ........... F. .77 . ..................... ;1% Ci ci K cc (2) #5 REBAR 10 S3 -1 S3 VERTICALS w/ in -1 TYP @ 1 STORY I A lu I FILLED CELL �-Z-6" x Z-6" x V-0" U�l T-5" T- 1 W/ (3) #5'S E.W. Al F 2'6"x2'_6"X1--0-' FTG G� -1 F - - - - W/ #5 E.W. (2) #5 REBA (3) Lo I I I F I., SLOPE 71:1 co VERTICALS w/ in/ FILLED CEL L -100 ..................... .. I OPT. D 11 1 11 OPT. W 11: -3 1/2" L It -J It - I? L 5'-3" V-11 0" T-16" j 1L ---- �__J Ci cj _CJ 7 T-11" I EDGE OF SLAB 2" BEYOND WALL C14 LO �100 �3 f 35f.-4" 20'-6" BUILDER TO PROVIDE 0._01. APPLIANCE PROTECTION WHEN REQUIRED PER 4'-0" 12'- 1 FBC (2) #5 REBAR VERIFY LOCATION VERTICALS wl in ELECTRICAL PANEL FILLED CELL o? X (i) TYP @ 1 STORY 5,. U. 10. V-16" 5-78 6'- 41,,' 6-10" 11.2 "1 VERIF METER H.B LOCATION WITH BUILDER 15-10" FOUNDATION PLAN — ELEV—B1 SCALE: )/4"=V-0" 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 I BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVVVF 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 Uj A Uj cf) CONTROL JOINT DETAIL SCALE: 3/4" = V-101" CONTINUOUS REINF. SEE FND. FOR QUANTITY �--#5X 25"X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. --Alternate: 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" C%41 C= C%Q CD C, .0 CL to cli = cc CD Cu E fa. M 'j D - L 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 sea[ is only for the structural engineering portions of the drawing pages beadng Engineers s grature and seal, 41�11 AMAIM 8 C� 6 2 0 Uj 00 Q) C-4 �? - �; r— I- -_0 N 0 13 ca LL (L _j Lu EL 0 c? zz N C) r- 07— ;;Ow� IL z 05 c��co -o ��Zo<r 3 L0 cl) � Ci (6) W 0 < 0 z W 0 to 0 El So c-4 V) Q) 4-, U 0 V) Ln 1 c/) LU E C) w u) 4m, 04 Qo z c,v E z- CL F= 8 cu F uo z c8 E c4o M o. o < It 'o -cF < 'o 0 z o W c/:) c, z 'o o 514 1 6 3: 0 LO LO < 0 LO Lr) C:) 0 0 C) 0 M LO 0 < 0 _�e 04 U C:) co 04 (.0 LO LO LO U') E 6 cu z E ICU E 0 0 < _j JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. 6 4z F-- I T_ 7 - [1 11 F RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft IIND SPEED (ULTIMATE) 140.0 MPH �IND 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 I 22e 2n 2r 1 or 10 HIP -35.94 -49.57 -49.57 1 -49.57 1 1 rGABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -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: 3/jr," EXP. 1 CY16) or 1V32" EXP. I H/16) ![LL 19/32" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS C14 C:) LO C) _j C I D 1-0 L0 L0 Cr U) C, -0 7<0 C14 C=) 0"1 C P") C-4 Cli L0 C� L0 CD Lr) L0 V) C14 C) E U3 (D E 0 C, ry -2 0. (D LZ U-) C14 C) C14 Qf LLJ S 0 U) 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 1810 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 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" 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)10dx1-1/2 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" S DS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SIDS 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 - 1 Od x 3" JUS26 1000/1080** --- 8 - 1 Od 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 -1 6d x 3-1/2" R MTS12 990 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od 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 501 0-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1 Od 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. (A) 1k OR 2 PLY ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") r�o I C14 �MUn kD1 I MUOO VVED IV E�I�n ^ MUSS 10P �,rIVMUIW rVr_rAT 11,41CMOCU 1 114" 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 ("). (B 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 H 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. R1 N STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 R 2 P LY CAR �I E R—J INTERSECTIONS SPLICING w/2xCONTLED ER TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. C= C%j cm C-A co CO >< LA - cc 'in (A IC I" LI U cc E CP js� j C14 4", 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 engineedng portions of the drawing pages bearing Engineers signature and seal. 4 W E Lo8 (M 0 0? 4UY L)�, C, C) 61 L Uj x, e� g _-, 7� 1 a - co LL L.L @, Iii _j - W (L z CU C = .9 0 vs, 11 , i 1— �; 0 W C� 0.� 13,i %W Co Lu A z - 0 N, N CO Z LL a U, d 0 z L) W � ft, W 110 0 n� �p 20 C3- U) v) 0 CZ3 LU U 0 V) C, V) U) E LU < `0 0 CD co M z log z< U_ C6 E g_ 0 Z, E 0 �-M_ ni 00 z< 0. ,=3 E Y, .< o z z z t C0 0 z z <0 C) z U CA) C, 381: 2 00 3: 0 .— C) LO LO M n C%4 co C:) :3 U") CL L0 C:) 0 Cr 0 C) L) U) .2 C0 4� CO -t LO 0 UL co < 0 CNI c) C) ce) LO LC) U') 6 E CU i6 z Y) co E E 0 CU a) 0 < 0 1 _j - JOB NO: 23-06129 SCALE : AS NOTED SHEIET NO. 7 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'—O" Z C71 L0 L0 C14 C) LO C:) C14 1.0 L0 1.0 C) Cli L0 C� LO 1.0 C14 E W E V CID CL LZ C14 C:) �e) C14 c::) C�4 Lin CM L_J V) 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. LI-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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/1 80. 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 Safe vertical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS E 8F8-1 B/1 T 8F8-OB/1T 8RFI V, V 0 0 0 0 I 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 81`16 1 /1T C a (F) 9 81`44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 113/1T FORM & GROUT SOLID % ��#5 BAR CONT. 8F1 2-1 B11 T 0 0 8F20-0B/1T W" LINTEL DETAIL SCALE = N.T.S. 1�1 M M M MEMO M TYPE DESIGNATION F = FILLED WITH GROUT I U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F16- EB/1T 00 tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS r77-p-re-c-7517intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11 " slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8. Mortar per ASTM C270 type M or S. 4 _:OL PA 4 A A 0 0 0 #5 REBAR AT TOP MIN. (1) REQ'D ALTERNATE POWERS LEAR STEEL LINTEL M.U. #5 REBAR AT TOP I MIN. (1) REQ'D�LL��� --� 1-1/2" CLEAR 45 REBAR AT BOTTOM OF < Cr D (n- uj 1 0 W \-C. M. I LI NTEL CAVITY W C) Q � Lu BOTTOM w 0 0: ci I- - REINFORCING Ir < 0 In PROVIDED IN Z w -- LINTEL < - - b ?: 60 Lu 0 ID 45 REBAR AT B( (VARIES) 1- (n �?5 Ir 6- S INDICATED L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L NTEL 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 cementltiuos 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL 4'-6" ILL 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: Y4"= 1 `-0" C= 141) C=3 CD Z.- LU 0 _J e C= cft- - co - C4 LL_ _= CN to C= -cc 2 C14 CD Q3 CL CJ E CD U -CL, 7; E §N 0 vv,,v CY'> C PLO C=> S �.Illele. slo� "Nowt1100 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, g&AWWI g __ I V) NO-' E C') 8 C� AR 0 F1 CP oo a) N 0? 7p 4 0) Lo U, r- ir� �:? , AdEMINIk N 0 LL Ca LL ILL Lu CL C', C CU C) W L 0 0 co Co 00 Z, c) CN 10� 0 b < Z W El El C, N < Ln (D L_U -M 0 V) U') L11 N co LU a 4 Mal E 8 *> U) g Z< U_ ,6 E H 0 E Co r6 I,__ '0 � .0 Do C=, C=3 E 5< 00 < 0. 0 < Z ra t .0 . Z no C: C < 0 0, Z M Q) 1, � < 0. Z 510 Ron C-Z) < 0 Z 15 8 a 00 a) > (0 _J U*) 6 0) < C13 (D :3 LO CL LO Cr C:) 0 0 C) M 04 LO < 0 U- co 0') 04 c) CN 00 LO L0 L0 LO T_ E CID 6 Z E I= (n E 0 0 _0 < JOB NO: 23-06129 SCALE : AS NOTED SHEEFNO. 8 W : LU E5 LO LO WE r C14 C) LID C) 01 C) C14 LO 1.0 rr C14 C:1 Ln C) C I D C14 L0 C� LO L. LO ID Cn C14 CL E C') (V E _T_ 0 Cl- ip C, 0 C-4 C) C3- CD V) 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 PRIEVENTINSECT 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 11 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 (1 524MM) 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(61 OMM) 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 Y2 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: 81 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. & "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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. DEADLOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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 WIO 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-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. 3" 2" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-l-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 CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 VVWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.0, WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 12. 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 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4� 4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN 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 MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4,7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5,1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0. 131 ", 1 Od = 0. 148", 12d = 0. 148", 16d = 0. 162". 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 PRIOR TO INSTALLATION, 4.5� 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED 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. 4.5.T CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 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 STEELERECTOR. 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 SUPPORT] NG". 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 1557-02EO1 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 R31 8.1 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall,be provided. The sign shall 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/s ,Trinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 4. FBC-R R31 8.7- 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 traps, 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 bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete o�erpoulr and mortar along the foundation perimeter must be removed be ore exterior soi 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 landsca ping 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 R318.1 - 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS IONALS'S HOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Cn C= C= �1- LU __j 1=3 cm LA- C= eq 2 C2_ E C, T CP Cc CN b 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W W E 8 Ui 0 C\j cS 6) W U) U) I- I'L S (N 0 q* __1 co "T q _j M U u_ _j Co C: 'IT Lu �s E i 0 :3 m 04 0 W 65 M Z Zo < CN Z < 0 U < Q LU 0 U) El 11 0 1 (1) U) �2 (D CO LU _Lj 0 L U') E A C) CL_ U) 0 0 Q0 Z 0, Z E E �5 Z' < K 0 U 0 E 0 < 0 0 Z CC> t = cf> M < Z� .0 01 ZE M Z W, W M A 0 2 C:) LO LO cc 0 (N cc 0 :3 LO CL LO C3, C:) 0 0 C:) U) LO 0 4-J 0 co 0) N C) cu CD LO ce) LO LO E 2:1 :L r_ N I . Z CU Z =$ E 0 Cn C 0 0 0 _j < JOB NO 23-06129 SCALE : AS NOTED SHEET NO. SN 01 LO 41 0 C*-4 C) CY) CID LO LO 2 0 =3 39 n to C> I LO LO :9 -0 Con .E- 0 -3r- C tz 1�0 C"I CD E co CD E CN LO C) C*�,! tz C_� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING .... ....... .. ...... ... ..... '�" 1.1 '' ....... ...... 16GAxl-1\2" LONG (3/4"-1" CROWN) ... MAX-f 16GAxl-1/2" LONG (3/4"-V STAPLES @ 6" O.C. VERT BETWEEN ... . . . . . . .. . ..... CROWN) STAPLES @ 6" STUDS (NOTED THUS:-) - OFFSET O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (NOTED THUS:-) V 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** A I CORNER OF HOME GARAGE SIDE 10, -011 TANK -LESS W/H H C G 000 < 5' CD STUB -OUT FOR *1 C:) 0 -1 LO GAS METER 0 0 0 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. 7-5" (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" 01C. 11 141 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 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 2x + 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 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL U) LU X < > STD. 90' CONT. #5 i HOOK BAR STD. 90' HOOK BOND BEAM SIMPS( w/ (22) - NAILS 1 CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR 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 TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. I Small gap 2'min. 2" max " . 4 max. A/ 1 when possib Clinch nails le 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/PIywood/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. 16 6- 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 Y8" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor cnii innn w/ Ir):4ri,, N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional w wail or beam below.* k consideration. Check _f local building T1 6" code for appropriate A details in One 1 Od box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block ) __J (2x4 minimum Bearing wall, Versa -Lam LVL or 0 Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or - Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate BCI 5100sol� 9-1/2" 2-8d 2-8d 11 -7/8" 2-8d 3-8d 1 14" 1 2-8d 5-8d BC16000se BCl 6500se 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC1 60s@ 11 -7/8" 2-8d 3-8d 14- 2-8d 5-8d -8d 6-8d BC19 0s@ 11-718" 3-16d 3-16d 14" 5-16d 5-16d " 16d 6-16d SIMPS( wl (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 SCHEDULEFOR z_ AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META1 2 Plumbing META1 2 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* kt Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset " up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. VP�roide adequate bearing for each lapped joist, Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails require additional consideration.. SECTION INT. BRG. WALL (U-) N.T.S. Joist MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) ow) (see table bel D (see table below) Joist hanger :��[ -le 71d (0 0 A %" ROUND HOLE MAY 6 6" -DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 X_ A. Aryy 16'joist Span (R) 8 V-9' V-11" V-0 V-2" V-3?* 1�-3' 1 �-7' 1 �-I 1 2-4" Z-9' 3-0 3-7' 12 I -a' 1�4' T-Z' V-2" 1�-3' T-9' 2-4!' 2!-11" 3-7' 4!-Z' 4-9' 94' 16 11 -a' VA" T-2' T-2" V-7 2-S' 3�-Z', 3-10" 4-9' 9-7- 6-4' 1 7-2- 20 V-11", V-Z', T-2" 2--a- 30" 7�_1111 11. &_1 24 T0" 1--l" I 1'-Z' 11 �-3" 3�-7', 4!-g' 1 9-101 8.-4. -4 g-6. -6 101-9.1 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. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 %" 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, A/C CHASE 4" PVC - SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) Nail w ith 10- 1 Od nails. Install tight to top flange. A - SLEEVE THRU STEM SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION T 1U STEM AN FnR Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap—�_ Z_ -Backer B I ock "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 depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR '��—A/C CHASE 4- �PVC 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 0 SECOND H 1 OA (WHEN SIMPSON H10A REQUIRED) / 118 1 Od 1 1/2" 10A 1 J/ 1 w ( ) x NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION X 015 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� 4 4 1-11 IN \ PLUMBING LINE PVC OR SCH40 SLEEVE 4.- I t SEE FND. PLN 1 SIZE & REIN 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION /� PVC OR SCH40 SLEEVE PLUMBING LINE 4 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 4 41 4< -I I IEEI I Mi 1 11- 4 EEI I MI I \0 _4� SEE FND, PLN. I SIZE & REINF. ::- LU C3 CL =_C� r cc CJ C3- Cc C-4 .2 W E W CD em -.N� BRO4�V 7// A 6 tA i*,\, S 10 111,111"001 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 Engineers signature and seal. ........... U) 4" W '1�1 E SO 0 5 0 0 U, C111 10 41 C: M LL U_ Z _J 0 0 0 -,C :2 9 W I M Lu N W W z . _` M 021 < r Cn c� _I z W Z� 0 og 0 �4 LID z < 0 N < 0 U) ---------- z d El El El 4-1 LU 0 _0* LU Z:D I-- Cn 00 2 Rig U 6 E 8 .1 - �0 U a; 0 , Co M < 0 C=� CID Cl> v U_ C6 E p- 0 E u Cu CL 00 z CID E 0< 0 o< �z ui z Cf.) C: C: .0 z 'Z W CID C> M no z ?a bill < . 2 C) Co _J LO LO 6 0) < LO 0- LO _J C) 0 0 C) .2 _J 0 L0 < 0 I_L CY) -l"e 04 U 0 co Do 7- L0 co ce) LO LO LO E E Q0 i� M z :3 E E 0 0 _J CU < a) JOB NO -0 23 6129 SCALE AS NOTED SHEET NO. SN 1 -TT-1 _TF 1 11 1 7 T-1- I E5 E LO LO 2 0 V) :9 -0 C-4 C) LO C:) LO -0 0 =3 C14 C-4 L0 L6 C) LO 10 2 0- cr) 39 :;2 tcl-I CN co a) E 0 0 C14 C) C14 C`4 C> LO im 3 L1. 4 9 0 I V) 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-j NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1 V-101" (R302.1 1) @ 16" O.C. W/ (2) 16d TOFNAILS T & :\ V FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF /_ APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH 2x P.T. PLATE @ 6" MAX FROM END OF 2 x PLATE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 A //_ WWF OR FIBERMESH MOISTURE BARRIER C. R - . , . 1:1. . . . A SHINGLE ROOF, SHINGLES TO , = N V_ S BE IN ACCORDANCE w/ ASTM I I I �1 I I�El I M R I> -CLASS G or H, or AS D7158 TM EEI I FILI I= D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) U 1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIESJJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0"1 -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" 0 .C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN Wz FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"X4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR R MIN PSI MAY VARY PER U) 0 TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- --NOTE:EXTEND WIIAXW1.4 VVWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE a 1i E C14 00 Cn 00 6 MIL VAPOR 7 2� BARRIER 4 �'.EEFI I C14 COMP. SOIL. :11 1= 1 I -1 1 FO 95% (COMPACTED I Tj I' 1 7 TI[ 11 1=1 I I I I MODIFIED PROCTOR ASTM D 1557) 3" MIN. CLR. (2) #5 REBAR CONT 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION SCALE: 3/4" V-10" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-� - -I/- 1� Cl) A 4- 119 4" 4 S E E A/S3 OR J/S 6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (1 STORY W/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. CD GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S. P. F. ST S 16" O.C. A 2x STUD LOAD BEARING OR EXTERIOR WALL 811C M U 1"x P - T STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON JI- @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR -4 =: (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (110) 1 Od NAILS C4 2x P.T. P LATE TYP. ASSUMED FINISHED �GRADE MONO OR STEMWALL---,, FOOTING MONO SHOWN FOR CLAR[TY 00 NOTE: *FOR BEARING WALL C14 W/ UPLIFT ONLY 77- FRAME WALL TO C.M.U. WALL CONNECTION SCALE: 3/4"=V-10" SEE TYP. WALL SECTION FOR ADDITIONAL � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W14 3 1/2" WWF OR FIBERMESH min.) 4"---, - GRADE A 4_, 00 - I 1=1 I 1=1 I M I IEZI I F:__1 I F1 I I:W__1 I IE:1 -(1) #5 REBAR W/ OPT. IT�SQREEN �NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" Il S3 EXPANSION JOINT BLOCK WALL BEYOND 1311 S Nt O.H.D. RECES �!! I CN A 4 1 1� 0? 4 SEE A/S3 OR J/S6 1 fl F, U JPFF LI FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STCIRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7//IF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Ys" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W1 2"'x3/16" PLATE WASH ER (TYP.) EL EV. 0'-0" (ALT: 1/2"x`12" TITEN HD @ 24" A. F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) E LEV. 4-3 1/2" z 3 1/2" MIN. 00 7/17 _TV,,Ar TRUSS BOTTOM CHORD OR 2x4 #2 SPF \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 'ERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"xl 2" TITEN H D @ 24" PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT //2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. ;2� 1/2"(min.)- 4" X jr= I r= 1=1 I 1=1 I F 00 5_� 1 1 '1 11 �, 3 1/2"(mirl =i r Ei r= i r 4" �- 4A- U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL "SHEAR W ALL" SCALE: 3/4"=V-0" ox- ?G5. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1 U-10" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER CH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL METAL LATH. FIRST 2 LAYERS 3/8" THICK EA 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. K.C. BLOCK PLATE WASHER TYPICAL SIMPSON SP1 W/ (10) 1 Od NAILS @ EA, STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN, LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS ;2� 'N""-#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ZE i A . . . t. . . I, . - . 1 t� 's . T FINISH GRADE 00 M [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6MILVAPOR RIEIT'+T_111 11 I> mi I I IN, A. op Ei; . DR _Irf 1-1 mm A 1. �Efft_ffl = (AX,\ AAA, 5 REINFORCING BAR R 17/8" t, z I 1=1 1 r:�_:l 1 Mi 1 7M OF I AP ;Pl IrF tm1 r _11T =1 r COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I M1 1 1 r�= 1 1=1 R T r T D1557) TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2 HOLD GYP, BD. 1/2" FROM SLAB CONT. BEAD SEALANT 0 INTERIOR -3 1/2" j, -A. A A :Z__� CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB,,,,- 9 0? 1=1 11-111-511 7t±T I r_ "I --n-L 6 MIL VAPOR BARRIER Ill I Ill P 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 7 . T�0M 1! 1-111 111-1 1'' 11 (2) #5 CONT. 4" -1111 11 11,11 T U.N.O. M III TYPICAL BEARING WALL"" STEP (U-) cc SCALE: 3/4"=V-0" S3 6c�c NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION Sim W 10d NAILS 2x P.T. PLATE SPACEANCHOR < BOLTS 6" MAX FROM END OF 2" x PLATE LU 0 _j a- I- A co 3 LU LU .111 A Cn v v' v' M )R FRO LATE 10.1 XXY x/ XXI 1xx 27-7,11 Ix '-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_�� SCALE: N.T.S. EE PLAN FRAME -DOWN FALSE BEAM W/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x xx CONNECTION INFO SEE PLAN FOR jil & LAYOUT DESIGN TOP OF BEAM '%j SEE ROOF PLAN �0 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Ui 0 !� SCHEDULE = > LU - SEE PLAN FOR STRUCTURAL --I Uj COLUMN SIZE AND BASE X LU LU CONNECTION INFO. U) _2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/ D1 ::_�1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT W/ MIN. (2) #5 VERTICALS > LU L FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 LU W SIZ E AND REINFORCEMENT) WWF OR FIBERMESH Fn LU U) BRICK PAVERS or SLAB PER 0'-0" FIN FLR.jh COMMUNITY SPECS N1,11 0 X (2) #5 CONT.-f LLI ON 3" CHAIRS (TYP.) 8" 1 �4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-121" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH i::M i- __ C? 7r .1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G� SCALE: 3/4"=V-13" 1\13� VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. ��M SCALE: 3/4"=V-0" S3 � MASONRYWALLAND� T<D 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS n E TO FOUNDATION PA RCING. Q MAT REINFO CONT. FOOTING STEEL z 00 GRADE LU o Z :D UJI LU 0 0 ) a- 11.1 LLJ u) LLj 0 in U_ 7 1 < "�FOOTING L-uj 0 PAD REINFORCEM BEYOND EN L 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN� SCALE: N.T.S. ��3 C-4 U"t CD AR 9= C_;1 C1.1) CZA co .3 C= cc - 2 E zr cc cc E - 'n UVu,, vi "' F, VV A '41� Z, zz 0 4 L v 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 sea[ is only for the tructural engineering portions of the drawing pages bearing Engs W .a All t, E CD co 8 0 0 Uj R 1� 0, - 'RA C-, -5 - ? ; r- r- .4 N CD 6:: " ! U_ AP� '0 LL - aw Lu S2 -Fa C _r_ 0 0 W W 021-- 0 c�, Y) uj z . M �� 0 <. Lo z 17- z 0 0 0 < C) 0 U) W (D <3� !T, V, 4-1 LU 0 V) LU intf (D 'U" V) Z3 5 U) U Lu E 8 - u Cn 0 r- co cl_� " z 2 U_ c6 E E z < M .0 10 - a E 1 0 0 < z 11 1< C/D C: z co -5 8 012 z 0 W CY5 < 3 ZS -1 ;� - < ej cl-) 1 1) 03:1 2 C) _17 e a) > CO LO L0 11 < C) LO CL L0 Ise, 0 0 C) U) _j co .2 LO +_j +_j 0 0 LIL. CIO 0) -4 CN 0 c) cc 0) Q0 co LO < LO LO LO E (0 co z E a) IL E 0 0 _j -8 2 -0 co < 0 a) JOB NO 23-06129 SCALE AS NOTED SHEET NO. S3 (MONO) 01 LJO LO U) C14 WO C=> L0 L0 Cr V) 0 -0 Q C14 C) L0 C> a) C14 L0 C� L0 c=' LO LO Cr Cn I-- 0 C-) C14 C) C14 E E LZ L-O C-4 CD Lo U 15 im SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 PLAN SEE ELEV. UPLIFT CONNECTOR (SEE '�/—TYPICAL C.M.U. WALL (TYP.) 1/2" MINIMUM CEMENT FINISH SCHEDULE) Z_z��ZTY 7P) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7/8" STUCCO FINISH PER ASTM 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER HEADER ///— FOR CLEAN -OUT @ 8" O.C. OR 4d ------2x DEAD WOOD @ MID DRYWALL NAILS F] I —SOLID AREAS ARE METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d MIN. EXTENSION FROM SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED EXTERIOR FACE OF BLOCK STEEL AND GROUT STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE2xTOP RESISTIVE 3ARRIER EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAILS AT EACH STUD 21 FACE OF BLOCK WALL IS 2 1/4" CL CRICKET S _* , DOOROPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRE 2x BLOCKING @ EACH END W/ 10d @ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING TO BLOCKING WALL CLEAN -OUT rA WALL F1 O/C FIELD --(2) 2x HEADER 2X4 PT STUDS @ 16" O.C. PER PLAN SCALE: N.T.S. ET (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOURSE 2ND COURSE 3RDCOURSE VA �IE5O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 Odxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. IN KO BLOCK AT EA. STUD -71 1 MAIN SPAN 2 x 6 (MIN.) FRAME D� MOISTURE BARRIER ROOFTRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT UPLIFT CONNECTOR SCALE: N.T.S. �4 SCALE: N.T.S. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR Vkln(V nHT (SEE SCHEDULE) BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED n0HPl P)vA qPF: .1�9 FOR CONCRETE PLACEMENT TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP 2x S.P.1 PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10)d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL( + 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) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WIGROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD, 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE 77= -IF 8" STD. 9(YHOOK _/8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IE-H U _T_ NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. �ROOF TRUSS (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL—� LU 0 FORM CREATES CONCRETE RECESS TO 2x4 (NON I.) 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 GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. \" z/1 25 — � I I � - I � _1�01 IRED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGEFLOOR. SHED FORWARD THIS DRAWING. — PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) 1 Od x 11/2" 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 W1 STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 "'r u" Lu" THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 0 0 DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING Top TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 4&,, SPLICE STAGGERED /—DOOR J-BOLT TRACK BRACKET W/�N' �ING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1)LSTA30 (3) r(4� (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SE FLOOR PLAN NOTES FOR REQUIRED CONNECTION - S 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(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) 1 Od x 1 1/2" EACH SIDE "-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 Q HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. ��4� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"xl 0" "J" BOLT @ 24" O.C�MAX. MIN (2� ' )P OTTOM PLATE S ECTION /--2. VI D \-SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W1 (4) 16d TOENAILS TOTOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP4 ---i SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON spi SP4 SIMPSON SP4 F TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END LU 0 :C a- 2x TOP PLATE—/ Cn V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE F" EQUAL @ 12" O.C, STAGGERED FROM BOT. SEE AJS3 FOR, � \� / PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL(-j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3(5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT IOXIED A.T.R. � & NUT OXIED A.T.R. � & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P�TE \-5/8"x`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /_ 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL SIMPSON C SP4 -v I Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A 11r STAGGERED TRANSOM FRAMING A N BEYOND. PLYWOOD FASTENED TO TRUSSES PLYWOOD WI I H 6d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD * SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE '—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING 9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- o SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW — 0-' 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM---' PLAT E 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 R� REV. 06.24.22 SCALE: N.T.S. C% A I C%j LO 0 C14 cm C14 2! co E s is CD cc CD 'vl gn 1,J) v� I., o 16 IN iz 3 C!, C) ITA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained with i n these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineenng portions of the drawing pages bearing ngmee ssgnaturean sea. E A8 0 0 NO' LL Lu ut LU z W z 05 M Lu N Cl) - W 0 b Z' z W 0 < L) CD < LA.j UO V) Li CL U*) LU E u U) < M 0 0 U_ mi� E E co -z Z < Q E 0< 0 < z 0 z CA) C -Z5 0< 10 2: 101. z C_> WC, co Cl> 8 C:) L0 LO M (D CL F— CN co C) :3 LO CL LO C:) 0 0 C) W _j N LO 0 < 0 U_ C') -lid C\1 U C:) c) (a 04 LO <LO L0 U-) E Z, ILO z z E E 0 0 �0 W U < _j JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. S4 : I J i A I I I TFF I I i ;I � 1. 1 11 -F i F-T I I . I 1 11 k I I I - I . I I - ___ - . - - 01 LO !�2 LID 0 -0 C:) LO Cr> C,4 M LO LL) CC> &4 LO C> C=> I PO L0 C� LO C=) Lo Cn C14 E a E 9 C14 CD C5 Lo J� cm _;�i < SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 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 DETAIL-7 (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 - [RSHI - 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 BAC KNAI L W/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IFF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± Z 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI 3 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2X4 CROSS BRACE 11-� WEB LENGTH & NOTCH AT & (2)1 Od 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 H2.5AW/(10)8d 2x8 P.T. AB E TRUSS EACH JOINT W/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. 9\. /* BLOCKING 7/16"OSB SHEATHING r'ATTAC END GYPSUM WALL BOARD HE D W/ 1 Od 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 10dX3" @ 3" O/C CORD ATTACHED W1 (2) 16d TOENAILS '�-\ w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD JL EDGES AND 12" O.C. FIELD FV INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILIN DU E � DETAIL x 2"x4" CROSS BRACE-\ APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT W/ (3) 1 Od 2X4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ z MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END #I X 1" BRACE TO EXTEND EACH JOINT W/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR EE TABLE) 2x FRAME WALL (SEE WALL SHORTER) IQQ SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-1/2" 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED W/ 10d 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 -t\--" BOTTOM ATTACHED 7� - \ (2) 16d NAILS W/ (2) 16d TOENAILS --2x4 "T" ON TOP OF PANEL r ,;m . . _ BLOCKING, FASTEN WITH 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 X FASTEN WITH 10dx3" @ 4" O/C SPACED --P SCREED THE FIRST (4) ROWS OF TRUSSES -W�2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META1 2 W/ (7) 1 Odxl 1/2" NAILS AT 6'-0" - INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C -C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN md DILUCK MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 W1 (7) 10d NAILS NOTE: IF EMBEDDED 1 0dx1 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,, GABLE WEB SECTION 2 WEB, USE MSTAM36 W/ (7) O.C. MAX) w/ MIN. 4" - 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE TL 2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING x x INFORMATION 00 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ 2 �t (2) 16d NAILS -WOODTRUSSES to 00 00 2"x4" CROSS BRACE ---- APPROX. 8" FROM -2x4 RAT RUN BRACING —1 ]12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 40� 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d 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 @ 48' OR THE O/C F (2) 16d NAILS 2x4 BLOCKING @ 24" (D 0. 148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/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 5 1/2" 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 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING-,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL :W 4�' E GABLE TRUSS W B DOUBLE 'ILI' BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING 2X4 BLOCKING @ 48" O.C. ,--I Id NAIL 1" BRACE ATTACHED.N @ 4" 0. W/ 10d NAILS TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILK-6 SCALE: N.T,S. DIAPHRAGM BLOCKING @ 48" O/C 1779:7-1 -,,-GABLE TRUSS TRUSS VERTICAL � SIMPSON SP2 w/ (12) 1 Od DBL. TOP PLATE (2) 2"x8" 1" BRACE J L-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4� SCISSOR GABLE "T" BRACE r7 SCALE: N.T.S. SCALE: N.T.S. REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTAw/(4) EDGES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" JACK TRUSS TITEN TO CMU SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4"T"ONTOPOFP4NEI L 2X4 BLOCKING W/ BLOCKING, FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARAG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) IE SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT SECTION 9 11A -UP COLUMNS 8 --T 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 SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL 1 �0 SCALE: N.T.S. '\' �5 GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. 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) 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ z W \-BRACING w/ (3) 1 Od 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. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U,N.O.) 1" BRACE 2"x6" (U.N. 0.) 1" 13RACE 24" 0'0" - T-O" 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '--CONT. BEARING GABLE END BRACING DETAIL SCALE: 3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD ENDJAC K 1 V-0" MAX. W CORNERJACK CD 0 < rr W z cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN, d LU LU C, C? - - - - C) 0 z E—) LLI -T C? — — — — = CD ;;t 9 - 9 Z=' g 9 d LU d W 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 W/ DROP CEILING BRACING DETAIL 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 MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C%Q LO -: a :2.. UJI CJ E. Cc >e U- Ln cc c= 'C'n' F Cj a) n E en C".) C') -ILI - 7;� C. L ' ... - I " I t-' Z" A 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 beading Engineers signature and seal. W E R cc 0 Uj5 5 Lo cn (r-,- ui� C' U- U01 0 -j z = 't M C: 0 [I 0 :3 Co 0 2 �e W 0 ci� W 05 M z - 0 LO co Z LL 0`1 < R 0 a z W Co jz� < < Q) 0 4-- LU 0 Uj V) Oft Ln r, w,� E P < 0 04 rd QD --— 0 z __j U- E z. z< i.cl' (6 mo x 1 Uo co E 0, 0 < -z z C: -CF C: R< 6 .0 z z 2! z z' no C/:) 3: 2 W C) < A .1, 0 C:) > (.0 LO LO 0) 2 < M CD co :3 LO 0- LO 0 0 0 Sel j U) 0 N >' -t LO 0 U— cv) 0 -�e 04 U C:) o co 0) no (.0 L0 ce) LO LO U') E 2�1 C.0 'E z z E C: E �_; -0 0 -0 Ira < 0 C: a) —.1 JOB NO: 23-06129 SCALE AS NOTED_ SHEET NO. S5 1 17 -1 1 1-11 01 "C! LO L0 0- Cn < C14 LO j LO LO V) 311 0 __Q C'4 C) LO C.0 C) C'4 L6 <:� L6 LO LO 4% tz> C14 5�_ 0 0- E E T 7 K) C-4 CD �R LO 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER-\ [-lx4. Fl/2"DRYWALL DOOR JAMB (REFER 1X4 F11/2" DRYWALL DOOR JAMB (REFER TO PRODUCT x4 1/2" DRYWALL TO PRODUCT P.T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. _�\ APPROVAL FOR CONN. _7�'�Fx � 4 P E x4 1X4 11 �, 1 E FURRING 1" 3-1/4" LONG X 3/16"O—F U RRTI�G 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" , TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4 4 2X8 2X8 BLOCK@ SPACING V DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" — 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N. APPROVAL FOR CONN. 1x4 1/2" DRYWALL 1X4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2"EDGE DIST. APPROVAL FOR CONN. 3 1 6" 2x8 P.T. w/ (2) ROWS 3/16" k'12"DI APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L IST. END w/ MIN. 2" EDGE DIST. D FURRIM 4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLY w/ e W/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT "CIVER (0 SIZE DOOR —WINDOW ROUGH OPENINGS lill C� SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)lOdNAILSINTO \ - BRACE(S) 2 x 8 BRACE/ BLKG. 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) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S 7A 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (11 1/4" MIN. EMBEDMENT INTO K.) /4" MAX 2'-0" 2'-( BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8 O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od PROVIDE 2 x 8 DIAG. BRACE B TV NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T ON T 2 x 8 VERT. BRACE(S) -<,- , )OS I�B�ULATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BU I LT UP PLWD. BUCK - ��_ SCRIBE (NOTCH) BACKSIDE I 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS -2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW__,___� ANCHOR INTO ARCH BLKG. BTW`N. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL SCALE: N.T.S. �S SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2x845 Dr AGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END \-PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EQUAL MAX. 8" PROPER INSTALLATION #5 REB, (TYP,) t FILL SOLID BOTH CELLS STD. 90' HOOK I \--H NOTCH WEB AT ±51 FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"xl 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 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) W1 (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HID TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" 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/ (110) 8d NAILS I-171tu 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 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 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 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. �.. , �;. � � - �: �:,,::: % :: "_ __, r:� - '�': - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. : NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ct SEE GLASS BLOCK INSTALLATION NOTES. 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. '1� GLASS BLOCK DETAIL 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 R1 60 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 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 . IF TRUSSES USED) W/ (2) #6 X 4Y�" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY (� L� SCALE: 3/4" V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W W M AT PERIMETER WHERE THIS CONDITION OCCURS #5 CONT. TOP & MID WITH MIN. 3" COVER-� 6-101" -F. 7 +-7 I> > 7 k"- 7 GRADE i> �s Nis (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY J0 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" V-1)" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 4,% �R *41ll YP.) :]Lill I #*# 100 THE �S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS 40 #5 REBAR (TYP,) #40 0111110 0TD. 90- HOOK (TYP.) SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. I(-) I . 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 SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNIEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/116"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 MIN, 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0. 1 48"x 3 1/4" @ 16" 0. C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + 4 + (2) 10d NAILS @ 8"O.C. + r/y + TO TRUSS TOP CHORD + + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIREDTO t SUPPORT SOFFIT + 2X4 SYP EACH TRUSS k" L CONNECTOR SEE LINTEL SCHED. N" bENTER SOFTIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIO N rM SCALE: 3/4" V-0" SS ,F=P qHPPT n,) Amn SIMPSON HTT4w/(18)lOdXl 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD 'SET" EPDXIEDW/ SIMPSON EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1, N z >_ 0 Cn < U_ 0 UJI 0 < U_ U) @ FIRST COURSE I* 41,* _H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 4 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED V L 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Old @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND \-SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 314" TITEN INTO K.O. BLOCK L RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SES FILL 1 st 4 COUR SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� .. 4 OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 NISH FLO(11 A I I I "I to BAR 1011 4 CENTERED W/ V to, IN TOP CD A C14 KNOCKOUT/ CHAIR BLOCK t>. MONO FOOTING 1b SIZE AND REINF. PER PLAN i AND SECTION DETAILS A CLEAN FILL DIRT 7 STANDARD 90r HOOK #5 BAR IN ?I - ____ FILLED CEL 1z 10, 12v 2. �_o �Iv e - - IN STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 SCALE: N.T.S. (2) #5x6']N CONC. FILLED CELL 4: El SAW CUT SECTION SCALE: N.T.S. C%1j C= ul T cc C= 'W -z : � - cX — C14 ;2 2 CU =:E! E = �Ir. cc W W co a E V V, N A 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Mg Awl. LU E 0 CO 0 0 Uj CN 6 00 (1) C'O M N 0 L7 .4 C, U U_ ca C: a- �e W = 0 ox W 0 U5 oc z 0 < uj z M z CN - < = 0 b 0 �'2 W (D < 4.1 C.13 0 V) VU0 LU (z A 0 0 0! cl'�- 0 U_ E < E Co 00 E=3 E 1-0 0 0< Mz z ru t 1Wz �w C 0 z io� -W ;1 0 z z 0 0 W C) 2 < Z M 10 1 0� Cl> 01.1 1 .2 C) _j L0 LID 6 0) 2 cc CID 0 L0 c- L0 1 C) 0 C) CO < 4_j 0 0 ILL CY) I _�e C4 U C) CD co L0 CY) < U') LO LID E 0 z E (n CU C E -�_; 0 0 _j < 0 1 C: r_ a) _j JOB NO 1 23-06129 SCALE AS NOTED SHEET NO. SS 01 LO LS C14 C) L0 CD 0 M C'4 zi-) C) _j L0 CN CD LO C> C" CD I to L0 C� L0 L0 Cr cl) C..) tz PI) C14 a> E FS E 0 9 A, 0 C-4 CD LO r,e) C14 C) CN LO SEE ROOF PLAN SHEATHING _E `_'u A N� SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS ,;'A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER �ZUSSES HIP SIDE OR BOTH IF REQ'D) I' N7CG-.T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENbING 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) 1/4"x2 1/4" TITENS EACH TIE BEAM RFAM nn RAIRM FNTRY CROSS BRACING DETAIL JYP.)(�_,� vvj �- I UU �w I I I vv"� HIP/RIDGE BLOCKING DETAIL MASONRY WALL KNEEWALL @ ENTRY FRONT WALLr6 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS EXTERIOR,' ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED 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. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS 1,SEE PLAN L. w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — FOR CANT 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A wl BEAMS TOGETHER ROOF PLAN FOR MORE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 1 Old x (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE& BASE OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER /—COLLAR TIE FOR COLUMN SIZE L INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. & ADDITIONAL INFO. L___ 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 ROO 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 201-10'. OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C w/ (3) 1 Od PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN 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 SIMPSON 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT (A DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C. SEE ROOF PLAN 11= 1 1-0.. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 4 K� FOR BEAM SIZE & SCALE: 3/4 M. SPLICE OVER F 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A �� A w/ (4) 16d NAILS TO EA. 2X4 BLOCKING z SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP --/ TOP OF BEAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. NAILS AT 24" O.C. A DIA NAL_ 4—/ 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 1 Od NAILS AT 8'-0" x @—�—WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18w/(14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 1 Od NAILS TYP. U.N. 0. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od CANTILEVER IF MTS1 8 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 1 Od NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N. 0 . LOCATION AND DIRECTION 2X4 CONT. A —CONC.MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT 0. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL .0 SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF r PLAN FOR MORE INFO SCALE:NTS DETAIL @ INTERIOR BEARING 5" SCALE:NTS COMMON BM. ATTACHMENT � �18 ----------ZWOOD TRUSS J A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS ,ik VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 1 Od NAILS AT TOP NAILING SCHEDULE OUTLOOKER 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 16" O.C. W/ (4) 12d i I 2x BLOCKING BETWEEN STUDS 14 L COMMON 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) 1 Od NAILS EACH END (BETWEEN TRUSSES 1 NUU I UN/AlL Orlr—/-X ININU NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WAL STUD) SCHEDULE 1_�, SHEATHING ATTACHE PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d J� VARIES W/ jjkVARIES SEE PLAN 2X4 BASE PLATE W/ 1/2" PLYWOOD— NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION SIMPSON LSTA30 w/ ROOF SLOPE SIMPSON MTS12 W/ (14) 10d x (2) 16d NAILS TO (22) 1 Od NAILS OR 1 1/2" NAILS TO BLOCKING A EACH COMMON WOOD WALL—\ BELOW @ 16" O.C. 1 (14) 1 Od x 1 1/2" NAILS MIN. 2X4 #2 SPF STUDS @ SIMPSON MTS1 2 W/ TRUSS/ FRAMING OR TRUSS. '--2X4 CONT. W/ (2) TYP TOP & BOTTOM 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SEE PLAN 16d COMMONS —1 SHEATHING ATTACHED BELOW @ 16" O.C. PER NAILING SCHEDULE & Y WALL BELOW: SIMPSON PLYWOOD NAILS EACH '4 . —_ \_ I xx STUD TYP. T&B MASONR (3) 12d TOENAILS TO :dl HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR OL 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/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/---// Z(2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE. @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN r_ A I r_ 114 -;, I U 114 1_3 r_ r_ 1 11 U Z) SIMPSON LUS24-2 w/ (16) INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END SHEAR TRANSFER SECTION @ FLOOR SECTION AT HIP GABLE CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY K8N� CONNECTION r22�� SECTION @ BUMP OUTr'39"'� SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS 77 SCALE: NTS DETAILS & SECTION U3 LW ). C= L; C, cc - cj C,4 5 a >-4 _; = C3- Cc p .:c cc cn CO % N%j%W BRO N �A S 0. U q FLO 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. , 0, W E 'A 00 a) 0 13 C14 0 (ji (0 q _j L Ca LL _j Lu n EL A CD W C13 0 0 U5 c� 00 0 < L0 CO Z z N < 0� 0 60 < 0 W < Q) 4- 0 Ln L/I c5 0 ct:� " Om E i 8 F: ai CD < 0 z 0 z z < U_ ,e E CD- 0 E 0 .0 z < R Q z0 co 01 CC) E 0 0 W � Q 0 0< t 0 Z CO '0 0 z z 0. < W C) M '0 4- 10, .0 LO L0 < 0 C) :3 LO 0- LO 'Ile C:) 0 0 C) U) M 0 LO < 0 LL CY) le 04 CY) L) 0 c) CIO C\I C0 (0 LO M LO E 2_11 E CN U') 6 z M z :3 E CD a) IL E 0 -;_; 0 0 _j -8 _0 < W _j JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. D1 --ii ----FF-- - ---- F----F--] - __F I LO L0 U) t� 0 C14 C:) ir) C> 0 to ID t7- C) _In _Q C14 L0 PO L0 C� LO CD L0 LO Ln 39 C14 C=) 0- E E 0 0 CL 0 3 (D LZ C'4 C:) C'4 C) S Z7-- Lo FOLD UP WEATHER SISTIVE BARRIER & BARRIER WINDOW UNIT FLASHING REQUIREMENTS EMPORARILY SECURE DOOR ROUGH OPENING 1 WEATHER SLOPE F RESISTIVE f! 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 BARRIER EXTERIOR OOD FRAME CONSTR. "BEAD (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4"-1 OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AN THRESHOLD OF DOOR AND WALL BY 6 IN. 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 (ASSEMBLED WINDOW) NAIL BRAND OR EQUAL WEATHER EXTERIOR 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 PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and I . Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold resistive barrier back over head 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 BE USED. weather flashing and seal with tape ------ illlir- 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 Scal FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the barrier that is over has a resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied wood -based sheathing water FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT r", EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE A,' THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN 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 12 MIL DRYLOK CMU - MASONRY BLOCK K UP JAMB 6". USE LIQUID NAIL BRAND FLANGED VVINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 4PER membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER --\" I , 1) SEALANT AT SELF -ADHERED FLASHING o SELF -ADHERED FLASHING, (BEFORE FOLD G, SCORE RELEASE PAPER 10 the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" -POSE ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 2) SEALANT JOINT THRESHOLD Q shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)--,., AND EXTEND TO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall _WINDOWFRAME MASONRY I Z/ ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE 6) TOOLED SEALANT REQUIREMENTS shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 BEAD BRIDGING o following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME TC WINDOW BUCK ALL THE WAY NAILING FLANGE ol 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 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 DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 - 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4. Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLAS ING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWIRAP PATCH STRUCTALATH TWIN TRACK 2.5 stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 4 4 �4 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster 'V'SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ASTMC926 Felt backed metal 2 A lathe in accordance Felt backed metal SELF -ADHERED -ADHERED 3" MIN 4 with ASTM C 1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" 0. S. B. SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED sheathing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTS DETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of bottom TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk Weep Screed joint only LU BARRIER (WRB) 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK U) > BOND BREAK WEATHER RESISTANT BARRIER ----BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) co < PLASTER ACCESSORY 'OSB% Sheathing ns a e s er SF LATH SHEATHING, PLYWOOD, DENSGLASS- Manufact. Specs. 1'4' PE PLAN ;2� I Detail Instructions J# 1 1-01, P ER PLAN e M WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious 10 Refer to the number marked as # in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o3qiin)structions below: FLANGE AS AN AIR in accordance RRIER with ASTMC926 All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 81, CMU 3 -1/2" INCH FLANGE over wood 2nd outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps 4" OR 8" CMU 4 cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)-----------_: Z Z STRUCTURAL FRAMING butt joints need to 4. Split the release paper using the ripcord (Split release on demand, becaulked using embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT Z STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts LU 0- uJ CL PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. ----STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and 1-- U) U) DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WR13 adhere to substrate using a square piece of flashing material (6" x 6" LU 0 ROD & SEALANT DRIP SCREED PLASTIC Minimum) 4 SLOPED MUD BED LU ILLI Cr ACCESSORY BOND BREAK WRB 6. Fold as shown by arrows 4 1 -�E UJ SIF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to I LU U) 3: fit tight to corner 4 - -_ VINYL SHOWER PAN 0 W Note: 8. Mechanically fasten as necessary SLOPE The building paper and metal lath must be Cement installed over the top of the weep screed. 4 PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block < & SEALANT 1 st floor < CEMENTITIOUS FINISH WEEP SCREED DETAIL e SHOWER SEAT SOFFITICANTI LEVER SCALE: NOT TO SCALE C= C%1 U-1111 .2 C2 C= CN >< LA_ 13- C�4 cl- au., > E tj W CL, E C17) C14 C=) 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ggm �gwg!vg, R. linffif) M ff MR1 W E R 8 IN 1� 00 OD Lo r C%4 0 ce) LU 0_1111 0 -11 LL _J - Lu = -0 CL Ca C W c3 - Z� 0 co N W 0 U) Lu Z Co 0 L0 co Z < or 0 < 0 6 Z W 0 U) El 1-1 <C W" 0 .2 - LL 4., M C/�- - LAJ 0 V) L_U UW& A LIJ E 8 4i U) ,n 0 C:::, cl> z Z E 0 E 0 z F (a 10 CIL Cn. E Cc> < a < �z fa t M _J 1Z C, M lu '0 MJ 0- E2 of > 0 LO LO < M 0 CN co C:) L0 C:) 0 0 C) U) CN LO 4_0 0 < +_J 0 u_ 0) C:) c) -0 100 CN -0 LO < LO U') U') E 2:1 co 0 Z E 2 C E 0 0 0 _J -0 'a 'Zi5 < 0 a) _J JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. W P 0 (rZf7 2HX9ZRW9WZF Mounting Brackets (10 Gatuge�r 4-112"x4-1.i2'x2-12' &xk Cross Support . (May be cut to liti See Anchor Schedule 1 � 2�'Dia. A3 25 Ga k ITY0 0 11 �10% 3tail (16 Gauge) OF 4Self Drilling A/C Urtit B-)tturn Edge Hurricarle5trap (Tyl I in front) Fron Cross Support Sell-Lockirig Nuts (May be cut to W) Left Bracket (16 Gauge) # 14 Self -Drill I n ig Srzrevv� Thru Elroltketi 8 Back Cross Support Into A/C Unit Bottom Side �Typic* 3 each side for hurricane use) 11,61. 1111cm. - - F1 - ALL-Ild wIllt -It Hun-.- ��r l E wired Rachaled Sead Diterwing alvailickiclor pledr, irettleest Iliufmccal tea wm Apply) code Type version Manufaoturar Affl-limi 2020 Smart Vent Prduda. [no Category: Structure Components SubCarego n, Products Introduced as a Result of N- lechnIlly ance Matt-k Evai-tion Rop.d from a CAMP". Florida Rog, aterel Architect wa. Licensed Florida Profession al Engine,, FL#M2.RS Products P=M I stag 'L� ; 'It 11#15b4101-510 2 . va,� Mode, 01 SA, rt A I 511 3 :40 SmartV. Mods #1 40 520 4 Sm 1tVzAt Mdsl#1540-521 5 S aftVient Mccel4154Q.e24 6 S rn van da #1540- 5 0 ri� Me 7 :rt � S. ntV. Mode #1540-574 Florida Department of Business & Professional Regulation Building Codes.and Standards Product Approval Application Detail 'nxo� Endity or contact Endri License Valldalhad ft Michael Grit- XamaaF NPE Looks Sowda, RE (877) 441-8368 PE-73778 (334) 300-1800 infoCanner-Wellcom Product Descrictoun Dual Function F Zd and Ventilation Vent Due Function wd and VtIIar6.n V I mulluad Flood Vent Insulated! Flood Vent l6&Ot; G..g. Door Road Vent Wood Well insulated Flodd Vant 14.511Ul Garage Door r1c.d Vent Page I of i 12ilOI2021 D90 Dal- Me Po.,dlnc Am Validated 3.1tarntrad Fee Amrgyal Appr... a(Ahis 12JIG�2020 12A612020 12t2MO20 Approved Quail Assyrai Approved for Us. Approval! for Us. impact owaili C-i 110, In HVH7 011"1 Resistant Pents- yes yes NIA -100/100 lMl/202a Y. Yes NIA .10W I DO �MJ12023 y 9 Yt. NiA -I Of 100 2131112,23 Yee Yes NiA elOOAl do 12)31t2ili yes yes NfA WA 12131/2023 Y S yes NiA .10i 1=112023 yac Yes Nv, Ni Florida Departmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel orl lr4TD2l gg. q code EntIty or gat. Data Date Pending Date T`m- Veralre, Manufacturar contact Eagan or & License valiclared 13Y Validated submitted FUC Ami ftenrchnip status Re,sr.n 2020 Dralual Metal. lao. Jaeon Shumate Zachary R. Pleat Locke Boa -,don P E. OVIO/2020 3=912020 0812012020 1 Oil 312020 Approved Category RocAng i5021303-1511 PE-74021 (334) 300-1800 Subcategory: Mi Romna j�h.nata@cA,e Compliance Method: Evaluation Report from a Fonda RegIsterandAnchitect or a Licensed Florida Pmfe.1-al Engineer fl.#17Q711-1913 Products cUtilty fidesturance ApproVildi for Us. Approved for Use 1.0.1 Dealm SDQ A uiLM421,11unglerlirlil Product D05crli)lhin contrail 11 Date In Hi Outside HVHZ assistant Preersurg I or:t, .., Romfing Systems UMC 10ONS, OMC 15OSS. 0MC 1755. DMC 200,9� 12131 5 Yes No NtA +01�180 DMC 5V r1orlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 cii 3VMZ3 code anift gets clate Data Paruffna Us T Version almaublitioure, OcAlact lindi- K Lhame, Validated Be Voliclat Sasprnitrnd FOC Approval Approved Status Rovu.i.n 2020 Thomat-Tru Corporation &eye Jinsparemn Lyrdmi F. fthrridt. P.E. Ryon J. King, P. E, Dail 512021 l2f3112020 31 0,V08,2021 Appr-d Categinary: EdmI.r Doms (aDO) 845-7828 PE-43409 (813:1 76T-6555 ad"Cat.0i Seething Et�no, Dom Adeoni djastomatinetheimatru C ..mpliance Method: Evaluation Rel from om Florida RegisteradArctitact or a Licensed Florida F'afeselonal Engineer FL#20468-R5 Products Quality A-tarturic, AvogrovedforUee Apprvied for Use Impact Daneltio Sao 4 Number ., No Proclod D--dirrtion Cm -trill Date in HVHZ outside HVHZ Resistant Prassune 1 and Smooth -Star Nominal G':5 8cumImpzbv&quqt: Opaque 12 NO Yes Yes N(A Composite Edge FilocrWass Single Door (linav,ingiOutemog: X configuraddril 2 b Therms -To FlbmC4a,sc.rc[ Smootlh�Scinr Nornimil 6'.B &q..t;IMP.dt&q_t: Opaque 1213l/2026 No Yes Yes NfA Compoets Edge Ficarghles, Single D-11ith Sidailla(s) (InlavingfOutswing: XO. OXor CXO configcratims) 3 C. 7horma-Thd Fiber -Classic and Smoom-Star Nominal s80.#39:11 8zdorImpadt&qua; Opaque 1201,2026 No yes, Yes NIA d- Thearma-TIc Fber-Cloesic and rinrodth-St., 5 .. Th-a-7m Filb-Cl.esic and Smoollh-St.r 6 if Therma-Tru Fiber -Classic and Smooth-Ster 7 g- Therma-7n, Fb.,Ciaei. bad Smwth-St.r o h. Therma-Tru Fiber -Classic and Smcolh-Saar 9 i Therma-Tw Fbar-Classic and Smodi 10 1 Th,mrs-Tu Fribef-Classic and Smooth-Sar 11 k, lh�rrrai-Tru river-ClassIc arid Smooth-Stin, 2 1. Th-e-7ru Fber-Classic and Smo,eh--5tar 13 Theme-Tru Albar,-Cl.sec rdIG-th-Sor 14 Thaam.-Tc Ad Sm-th-St., 15 o. Thalme-Ir. Fbar-ClaeslA Ad SMoolh-Stail 16 p. Tu.-In. Fibear-Cla.ic Ad Sniocitir-Sor 17 q. Titerni Filbe,-Classic and Smooth -Star Composite Edge Fiberglass Double Doo-ith or vtr1hput Sidelies fl-ingoi XX a, OXXQ -fig-tion.) Nominal a'0 &quicOmpectilquot Opaque Comp.sho Edge Filbarglasis Single Dom 7, conIguretiorn Nannind 8&*39;0 &dam�lmqxsm&q.m: Opaque C-p.'I,a Edge lbargi-s Shoe O.m.fth 81delit0d) (lina.1 rgit),,s.ing: XO. OX., CXO configursIonsi Nominal �&*39;0AWQtJMPam&qoAk. Opaqte Compolite Edge Fibungle. D.blo D-with Or with but r3idallt,s th-InglOutswing: XX or OXXO Forfigo ratiorisi Nominal 6':8 Glued Composite Edge Filbeglass Sags Door X Omfig"'all"n) Nonnal 6'8 &quPt;[mp,ohUqi Glazed Composite Edge Fiberglass Single Dom with Sidelle(s) inevilnglOuteving: XO, DXor OXO confIgi ' net Nomnal 69439: &qudt:IC1pac[&qum: Glued C_PMote Edo Fiberglass Doubt. D-4th or e,rn.ut sources d-IngfOutswing; XX or OXXO configurations) Non-r-t 8g;0 &q.m;l-rdeuctialuot Glazed Comoosire Edge Fiberglass Single Dom (11wirgILA"Mrig; X-ligtrau.n) Nominal 88,439:0 &o.otimmudilcum, Glued Compoeifte Edge Fiberglass Singlt Doorwith Sidelflicie) inswing/Ouls,ving: XO. OX or OXO coullgi Nornnat 98111 8,qjctJmzoaOU&,qudL Glued Compoelt. Edge Filbergil as Diailbo Dom with or VvinoUt Sidolites Onswirg/Outacring; XX of OXXO courgii,aimur) Nomn.1 6.'8 &.qut;lrnPui. Graloci Molded �., C.Mpita Edge Fibe,rgaar, Single =1) r(h InglOuts-ving;Xoonfigundhorn nal 66#39:8 &q.Pt;lmPadI6,qum. Glued Molded Open Ccurposde Edge Fiberglass Single Door with Glued Molded Open sids,14W.) lin-in glout"'I ag : Xo'oX " O"G "ag."ti-As) Nominal 68#29;8 Glued Mold J Open C-p-le Edge Fiberglass Double Door I-11th .1 elth.ult Glazed Mi Open Sidi (inswinglOurts,urgi XX m =0 comiguratims) N-1A.1 69*39,'6 1)mqqot:IMPa1t&.qdt Opaque Cmup-,Ite Edge PheglessSingle Domwith Molded Op. Sidelitois) (InswilhigiOdt-Ing: X0. OY or CXO A.rfigurattwm) Nominal 6',8 &Pdoulnobinoikoi Opq- Compo'li Edge Fiberglass Double Dom with or �'Thout Glazed Molded Open Seattle (inwinglOulewlac XX or CXXO configurations) 103112026 N. yes WA IMI/2026 NO Yes yes NfA 1MI12026 NO Yes Yes WA 12131/2026 N. yes yes WA 1�112026 N. yes NIA 12131120211 NO Yes Yes NIA 12/3112028 No Yes yes NIA 12,Z112i NO Yes Yes NIA 12)3112026 No Y_ Yes N/A 12f3l/2026 J`L, ya, yac NVA lmir2o26 go yes yes N/A I M112026 NO Y. yes WA IM112026 NO V., yes NIA I Ml r2026 No Yes Yes NIA Florida Department of Business & Professional Regulation Pagel of 1 Building C�ocles and Standards lF502021 Product Approval Application Detail code Erafth, Date Date Us Pending Dials Adis Version M,A,f,,t,,,, Contact E,,i,-r & Li,,A- validated Ely Validated Submitted FHC Approval A,,A,-d Stainus R-wal 2020 POT "arries And RQeow*kI Miturni-Dadle BCCO - DER Miami-Dado BCQQ - VAL 11(i ar2020 1012612020 11 C412020 Appro,,Odl Czagi Extmlm Do- (041) 4 86�O 10 0 (766) 315-25go Subcategory! Sliding Exterior Door Aseambli- V or '-ptiza Method: Cenifirmt- Mark or Listing Plaii2sl-li Products Otaglite A.a-rig. Apor ... 4 far Use Approved for Us, bk2i ftim Iseclo FE0,OLM I Numbercir Name Product 0-Priction contract RuMnalm, 3.1a In KVHZ outside HVHZ Resistant Pri IF SOD-5570 Meeile Impact) Vinyl Sliding III- Door V, 4M21 Yes Yes yes NIA March 6, 2023 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provIde the infonnation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expel Date 1. EXTERIOR DOORS IThermaTru 112131/2026 A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) FI 20461.1 +67.0/-67.0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber-ClasSic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248. 10 +30.0/-315 psf 1,2/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FL8248. 11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG Mi Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239�2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NVA 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D.. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261 � 1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofflt FL16544 R5 +54.2/-54.2 psf 7/3012023 C, OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA, 12/16/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (fbr Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thom ps on A rc h M etal Com p. Off Ridge Vents FL16918.1 - FL16918.4 A NA 9�/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/,2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/1012025 E, ROOFING TILES Boral Tile Villa 900 FL7849.27 - FI_7849�28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679A +ot-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart Bi, TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999A NVA 12/3112024 MiTek Industries, Inc, Truss Plates FI 9197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NYA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 I I I The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation ""' ' of, Building Codes and Standards )25�2022 Product Approval Application Detail code E nifti Or Date Data D to Tilde Verslo Manufacture Dome Engineer & License Validated Validated Submitted B0 rev Revision 2020 Therma-Tru Corporation Slay. Jasper-n Lyndon F. Schmidt, PE. Ryan J. King. PE_ 07123`2020 ViVJ2020 0 0 10/ 1 20 -= AWvqd Category: Exterior Doors (800) 843-7628 PE-43409 (813) 757-6555 Ln Subcategory: Swnging 9fterior Dow Assemblies Co plianc Method: Evaluation Reponfromis in pep.,oqA@th.A-tnurdo hn Flarld. R.I;Ntarcad Anaritectora Licensed Florida Professional Engines, C= FL10120470-R3 Progru Quality Assurance ApprovadiforUer, A eas Impact U) c3_ S-130 trad uct Mos a[,, Num bar or Name L Product Description Contradt Expiration Da in HVHZ OxAsId. A aa[EtRm a Therm-Tru ber-Cal�id and 8mooth-Star Nominal 08439,.8 Squat: Impact&qugt, Opaqua 1 nl )2022 yes Yes Yes Composite Edge Fiberglass Single Dow iInsaingfOut-ing; X -fig-rlicn) 2 b.Th.r�.-TruFib.,Clas�i�.ndS-oth-Stou 6g Nominal 69clucOmpacS,quat Opaque 12OV2022 Yes Yes Y.a Will. Composite Edge Fiberglass Single Door With E Sidelit (s) (InavvingiOutsveng: XG,CX orOXO a Co 0 3 c Thermai Fliber-Clasaid and Smooth -Star configuration5) Nominal 58#S);8 Squ0t;lnpaqt&quoI; Oporclus 12J31,(2022 Yes Y.. Ye c= Composite Edge Fiberglass Double, Dow With or Without Sid.lities (IA_Ag)Cut.MAq. XX or OXXG, configurations) 4 d. Tharma-Tru I'llber-Classic and SmocrJr-Star Nominal 8'0 "lp.ct&quat: Opaii 12J31f2022 Yes Yed. Yes Ll; ComposileEdgi FibeigIlasieSingicDoo, ll nsannsfoutow ; X configuration) Ag 5 Thaer-Jr. Filb-Clens.i. and S-th-5b., ominal8&4S9.0.q.-;Irnp.a&qut Opaque, 12)31 F2022 Yes Y_ Y_ WA Composite r �blge 'ibegl.a. Single D'"w"I'll' Sidelits(s) (InsvonglOuteviing. XO, OX or CXO Configuration.) 6 f. Tfterma-Tru Filb-Classic @no Smorath-Star Nominal 88#39l 0 &qUqt;lrrp.c,&quaL. Cp.qd. 1 2J31 f2O22 Yess Yes Yes NfA 0 Composite Edg a Flnergl a as Dou ble, Dow with or with-tSidielits' (I in-irg,00 utsavi ng XX or Q>O(O configuration.) 7 g ThermaJru Fiber -Classic and Smaoth-Star Nomino 16' 8 &quwlmpcut&quw; Glued 12f3lJ2C22 Yes Yes Yes NIA C,imlp.atis Edge Flibiairgi... single Dow (InsWingilOutswing; X configuration) a h. Therma-Tru Fiber -Classic and Smaorth-Star Nominal 6i 8 &qutJmpqtSquat, Glazed 1 M1 12022 Yes yes Yehe NIA Composite Edge Filbbglilss Single, D.-Ah 91dialle (a) OnswingtOutsvvng, XO, OX or OXO configurations) 9 1 Therni Fiber -Classic and Smooth -Star Nominal 60$98 ":mp*ct&quct Glued 1 n1 J2022 Y. Yen, Yes NIA Composite Edge Fiberglass Double Door with or Without Sidailit.. (fAwlingloutsming. XX or OXXO configurations) 10 1. Therma-Ttu FIbler-Clasialo and Smixoth-Star Nominal 88#59,0 i3cluctniMelctIiquat Glazed 12)5112022 yes Yes Y.a NIA Composite Edge Fiberglass Sm9le Dow (I newnglO.b-ing; X coinfig-i-) 11 k. Tharma-Tru Flicer-ClassJo and Smooth -Star Nominal 8&439;0 &qUDCmP2qt&qUdc Glazed 1 Ml 12022 Yes Y.s; Y.. NfA Composite Edge Fiberglass Single Door Wth Sidei �JmsvvmglOutavang; XO, OX or CXO configuration.) 12 1. Thwmi Filb-ConesiQ and S-th-Stair Nominal 8',0 &qvaHmdarcl Glued 12J3112Q22 Yes Yes Yes NhN Composite Edge Fiberglass Double Dow wrffi or without Shooters (1-ing/Out-ing. XX or O)DIO configurations) 13 m Thanna-Tru Fllbar,Classo 2 nd Smooth -Star N.min2l6'5 &qwt;lmpact&qrcxt Opaque lMlM22 Yes Yes yes NfA -middshe Edge Fiberglass Single Door vith SquatNon-impacAquot; Sldell*a) (I ` AASI/O.tsviing; XQ, OX w OXO .-figurietiorre) 14 h. Themme-Tru Riner-Classic and 6mooth.Stor Nominal 6&*39;8 Opaque 12J31 t2022 Yas Yes Y.a NfA Composite Edge Fiberglass Dou ble, Door vAlth &quct;Nwl4mpact" Sidelries; (I nsA rgi�Cutsvx ng; OMO configuration) 15 o. Therma-Tru Fber-Clossic and Smocithi Nominal g' 0 Sqwot;lmpact&quGt, Opaque, 12J3112022 yes Yes yes N(A Composite Edge Fiberglass Single Doorwith 9quct;Non,lnrpact" Sid olite(s) (IneWingfOutswing; XC: OX or OXO configurations) 15 P, Thermill Foar-Classic and Shunnoth-Star Nominal 8&939;0 "Imdact&qUo1; Opaque 12/21V2022 Yes Yes Y.A NfA Composite Edge Fiberglass Dau ble Dow vath Squct;Norn-lmpact&qLat; Sidellies, (Indiking/OutavAng; OX2 do nfiguration) 17 q. Theem.-T,u Fi,.r-C].aai. and S-m-Shin, Nominal 6'8 &qt;Ndn-Ihqqt&qt: Opaque I D3112022 Yes Yes N� NfA Composite Edge Fiberglass Single, D..r (Ineviing/Out"ing; X configumton) is r Tharmi Fiber-Classio and Smooth -Star Nominal 6':8 6,quotNon-ImpactScluat Opaque 120112022 Y_ Yes No N(A Composite Edge Fiberglass Single Door 'th S,delt"(s) (lns%1Ang1OutaW,g; XC, OX or OX0 configurations) 19 a, Ther-Tru Fibear-Cl.seld and Smoath-Star Nominal 6'6"Non-lmpact": Opaque 1213112022 Yes Y.a No NIA Corned 'to Edge Fibergla As Dou bla Door Wtd or a with-tSid.] 'to. (llnsvvngiCutwAni XX or OXX0 ordifiguraticals) 20 1. Thorma-Tru Fionf-Claussid and Sniorctri Nominal 68daORD "NpA-Imp@CAql Opaque 12J3112022 Yes Y_ No NIA Composite Edge Fil-glass Single Door (I A WpgIOd-ing; X config-tion) 21 u. Thenri Fiben-Classo and Smooth -Stair Nominal 89#39,0 Squot.Non-Impact8quict; Opaque 12JG1f2022 vs. Yes No NIA Composite Edge Fiberglass Single Doorwth Sidelit-i(s) (In ing/Outsviang: XO, OX a, OXO confaurat1w,si 22 Y_ Thishme-Tru Flic-Cl-i-rd Sm.oth-Sto, Norli-I 8&4139;0 &q..t�Ncx-lmpa1&Ou.t; Opq- 12/3112022 yes Yes No NJA Composite Edge Fiberglass Double Door Win or wthoutSid8lftes (ln�inglfOutswimg; )0' or OXXQ configurations) Z3 w. Theerni Fbor-CIPshic AnOl SmQoth-Star Nominal Q&09;8 "Nmn-lmpadd&quo1; Shmed 12t$112022 yes, Yc§ No NIA Composite Fog 8 Fiberglass single Door (AsWilglOuritswing; X configuration) 24 x- Therma-Tru riber-Clasisid and Smooth -Star Nominal OS#39�6 "�NwrImpact8quot; Glazed 1213112022 yes, ytu� NO NIA am oa, 0 ge berg sea a `w' idol its(s) (I neW nVOutaW Xo.CXw XO configurations) 25 Y_ Ther-Tru Filper.Claselc and SC,,offl-St2r Nominal 6&93,;" "Nw,-lmpdI&q..t; Glazed 1213l/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door vAth or vilthoutSIdelts' (InewingfOubsiming; XX or OXXO .Qnfigunei 26 Thamnaj,, Fbar-Clae.la and Sm-th-Sta, Nominal 8',) "N6n_Im;aiic%quot, Gliczeel 12131/21122 Yes Yes No N/A Composite Edge Fiberglass Single Door (Inaviihg,iOiiAs,h% X configuration) 27 za, Theema-Tru Fiber-Classid and igmrowh�Star Nominal 8':0 &qu.t:Nqxrlpaqt&q.`1; Glazed 12131f2022 yes yea NO NIA Composite Edge Fibergilea. Single Door "i"n Sideiba(d) Onsaing)Outsivving. XO, OX or OXO configurations) 28 A, Thermi Fiber-Cla- and Smooth -Star Nominal 8':0&quat;NonImpaCt&qucr Glazed 12131J2022 Y_ yes No NiA Composite Edge Fiberglarse Doubt. Do., Win or ,�thc 't Sidelites 0nawjng,DubWijng�)C(or OXXO w,figUrarli.nis) Florida Deps rtmGnt of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail P.0 I cf? I EJ2021 Code Emil Or Dal- Date Pace R.aglan "a TV. viereaA MaralArctine, CcmIzdt End-& License Validated 0, Validated admitted Fee AmqnavaJ A ...... d Status Rovier.in 2020 MI Wrldoiii* and Doms Ivan SlUnour Luis Rosario Lomas Steven A Urch, PE lmai202C 1010BY2020 1011912020 1211�U20 Approved Category: Exterior Doors J717�355-330a PE-8251 4 i717) 317-8454 Subcategory: Sliding Exterior Dom Assernablies bsrtl1nger§m1,�d.cwo Compliance Method, Evauatiorl Report ROM a in adds Registered Architect we Licensed Florida Pahissicneil Engine., F UM 5332A8 Pnd,yN; Approvocifor Use Approved for Use Ini Design 8040 1 !tt1111M`�N1U11M1r1GND11 Product Description c In HVHZ Outside HVH2 ROSIVIA"I Priea.r. 1 1= SERIES 420 ALUMINUK48GD CXO IMIJ2024 NO Yes No NIA 145 '14&quctauu&quOt: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMJNUMSGD OX XO,)D, 12nlJ2024 NO yes No N/A 96&q.a;xaO&quaL NON-REI N FORCED 3 SERIES 420ALUMINUM SOD REINFORCED 9ERIES 420 ALUMINUM SOD REINFORCED OX0 12GInV24 No yes No N;A 145. 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 1213112024 NO Yed No NiA XG XX96&md`)*"&.cuOI: 5 SERIES 42OALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 4313D REINFORCED XXX IZS112024 No yes No N/A l43&quoI:xsG&.qum, Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail P.,i, 1 d2 102021 0 1160 3_4 6� Code Erdtv or D-atIll We Drus, Plandin, Type version Manufacturer contaq Ll..reae Validated Sy Validated submitt" FSC Approval Approved St-t- R.vica.n 2020 Wayle-Driftel, . division Or Ovornelied Door li Komrsh Jot, r. scares J affray R A P 9 iiVl2)2D2Q 0972iV2020 IOC312020 12h5/2020 Approved Corporation (33DO 763-8121 PE-51737 (904) 821-5200 Category: Eeterim Doors Jk..ahQ.ayn.-da3mc Subcategory: Ga.11-1 Exterior 0- A samblios IM C."'P's... M."i evaluation, Report from a Flonds RagisteredArchitact or a Licensed Fiord. Professional Engineer QIfiv Ae-rield, A,,,v.d for Us, Apa-ad far Use Imeacit elision $&OR Product Mogi Number or Nam Product De"rAthin Contract Evelration Date In HVHZ Oufticle HVHZ Realstiii Preisai S 80DW10018200 #1105 98oldIS: Mo. veldth, 14&#n: M- height, Glazing 1213lMD No Y, Yes �31.00135.00 ,vidlablointo orld.n.dieltuetim, 10 SO0Q,3100141200#1123 le' Maxpeli 148,�, Mulleight, Glazing 1212112023 No I.: yet evailatoo)n top mIllamnedlart.sectiol. 11 600018100/6200#1124 JaWq; Max led1h, 141 Mai Glazing 1213l/2023 No yes Y. �34.40in.30 available in top or Atir"edlate, section. Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page 1 of 1 11512021 Code Enifth, or care Dal. Dig- NAdIng Date Tea- version Mancifticlunar Endin-& License Validated Ely. Validated Submitted W Amoncriael Approved Status Rev,im, 2020 Curries Dllislon of AADG. Ad. TOM Rattay UL LLC Troy BlahAp, P�P, 1211012020 1VOI12020 Approved Category: Exterior Doors (541) 494-2013 g54) 947-0880 S,UbCal Strohm Door Components t-.,.hcy@ .... eloly 'AllplianCe Method: Certification slarX Or Lating FL#11�11,618 Producis Apmcoeod for Use Approved for Use Ini castor, S." Product Model, Number orr-Nome Product Desaii Contra he lAHVHZ outside HVHz Resistant Phase- 1 60r IOT, 727, 747� 757. 777, and &4T Single and Pairs of Flier, Glazed, and Loavimad single and pairs of lml/2= yes yes yes NJA Doors holloa, Moral dows. Florida Department of Business & Professional Regulation Page I Pi Building Codes and Standards Product Approval Application Detail code !A [We oat. Dat. Pending Data TV-- V-11 Marvactula Contact E= & Upon" Validated 5v Vaildefied Submitted FBC Amonaval Acrigraved Status Romeon 2D20 vit WindOx's and Doors Sent Sitilogrer American Architectural Steven M. Uri& PE 1111712D29 I V17M20 1112712Q20 Applovad Category.' Wndiii m T) 365-z", ManaftoOtAma Association (T17) 317-a454 Subcategory: Single Hung ovdingwiPmI.P.-en C Ornphandeltrethrod: CorthidalJon Made or Listing Quality Assurance Aciorovisal for Us, Approved for Use ],,act Q.�udn seall Product mchil.Nuraluirrorlilacra Product Description Contra2i Expiration Date In HVHZ Oui HVIHI Rxelsbant Pressure 2 105 SH 52X72 FInJFlahqo Frame O)SG Single Hung 1 D/0812023 No Yes No 601-60 Larnhatud Glass U) -Za > (D 0- ca_ o 2 C= cu -0 0 -M -0 0 2 21 = M = 0 .0 -6-l' C113 ul.- %+- > Cn Cn E CU 2 C/) 1A PFA W L. (D E C_ Cn 0 C:L 0 =3 _0 0 U) =:3 -0 0- 0 UJ < (3) SHEET NO, PA 1.0 -li-0 Q) (1) C_ I I Florida Department of Business & Professional Regulation Page 6 Of 9 Florida Department of Business & Professional Regulation Page I at Florida Department of Business & Professional Regulation Pass I Of I Florida Department of Business & Professional Regulation Pagalol`2 — CU a) -4— 0 -0 > Building Codes and Standards 1126M22 Building Codes and Standards IN2021 Building Codes and Standards ini=21 Building Codes and Standards 1.2121 = 2 -'--' Product Approval Application Deta H Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ,Ca_ 1"'� L( 2) _0= CL C: 0 (1) C)- 0 L_ (3) I I 1. I ' � I'll, ' � I I - 11 -- - 11 �-. '�"!��".- '�- - - I I code Entity 9 Date Date Date friend Ind Date - � �M' .� �' " i ' I I 11 � I = C5 -0 o- 191111 . Yerson Manufacturer Contact Enakneer-&L-1cense Yalldistecl 5 Validated Submitted FBC Approval Approved Status Cod. Sintifir . Daut Data Pturdin, 2" _ Rills Code Entill Dart Pending Date Dal 0 me Oods TV- Version sit.n.f.aterar Entity or oat, I Cri EmArensur & U..- Validated By validatsid . v d Status . — -*--a (3) - (1) R-i,i.n 2020 Th-Tnu C.rp-S.n Steve J..pC,..n Lyndon F. S.h nrid� P, E Ry.. S King, P. E. 1010712021 0911812021 1 011 a12021 12115J2021 App-ed Type Version Manufacturer Contact Engineer & Upents, Validated Ely Validated §u1spillued IlDCAper"al Approved status T Wilson Manufacture, Conrad Enai,,,& U.- Validated Bv Validated submitted FBC Approval Ap,,v,d Motu% 0)0 -1., U) _+0 Category: Exterior D=s (800) 643-7628 FIF-43409 (81 3) 767-6555 Affirmation 2020 PGTInduannes jans R .... W WimlimD.do EICCO - GEM Milmni-OlIde SOCO - VAL 1110512020 1110512029 11111/2020 Appl.vad Revision 2020 MI Widows and opens Brent stlinger Amenctin Andiftemind Steven 14 Unch. PE 1OM92020 10106n2020 10/1912020 Appr-d Re,ii,00rr 2020 Ul Wind-, and Door, Caregory: Windows Brent Stenger Amancen Architect- I Steven NI. Won, RE 11)22i2020 I (T17) 385-3300 Manufacter-Assaof "an (717)317-54n4 11 8=0 Approve, . = =3 Co -CD . - Subcategory: Swriging Exterior Door Asserri sjasperepr@tharmatru.00, Categ,or: Windows (941) 483-0100 (766) 315-2590 Calegon, Wndows (TI7) 385-33M M.rulfad.-A.a.d.11- f?17)31?-8454 subcategory: Fuceli b,ftIhngprD_rnIwd. = U) I Compliance Method: Evaluation Relpvrtfioma m Florida Registered Arciffact or a Licensed Florida Subcategory: Single Hung Compli.n.. laliftherd Ce,tification Mark or Liating jr-skepigrundusuries.c = SubCalogoryin Horizontal Slider Compliance Method: Certification Kfark or Luking bafflingarQuitnud.corm Cemplianias Method: Cs,lific.tion Ider, orl-isting - Q 1)r . 9 -W := (D _0 0 -0 _a Professional Engineer PL#Z30-R28PrOd FLA15MI-RH Pr,d,,t, F1aH15349_RI4 Products ^4 - M - C 2 -9 -= a) Fml Products Qu, I Ity Assurs it ,a ApproveriforUse Apont,adfor-Use Impact Design -S-04 Produd Moddi Number or Name Quislit, Aa,,,- A-ved for Us, Aparoved far Us, Product Panorlptlon Contract Exiolrato I H Z Outside HVH Ini Deal- Frestanamt Pressure a-- A Prod.ct Mantel. N-"L.r Nam. Quality Asturands, Approved for U., Approved for Use IMDQCt Dealt,) in Hnl� outside 14VHZ Iii,tistank Pressure 8-00 Product Model. Number or Name C C9 Ousslitir, A-ap, Approved for Us, ------- 4L.- Product Descril)(lo !)([.I notation owe let hi Outside HVHZ �1` mi LU Rgsilstaint = 0 a- = -9 = 3: Seq # Product Model, Numberair Name Product Description Contract Expiration Date in HVHZ Outside HVIHZ Resistant Pressure 2 SH5500 flLcrge lie,lsile Impaid) Vir,yl Single H.rq Wind- Ozi3l)0025noar' Y_ Y. Yea Wis. 1 185 PW 7� � 72 Irsul.ted Glass 04/OSYM3 No Yea N civ C= 0 U_ [__ - I HS laa Fl, and n.ng. Foome n.62 I rs.lid.d Class 02fiMC24 N' Yea NO -551-55 = cc C_.j - M = M 1 a. Therml Fib -Classic and 5-th-St., Nominal dii,439�.B ficiuct Non-IrnpacNiquot Opaque 12i3jf2022 Composite Edge Fiberglass Singe Door No yes No NIA CEM 2 . _= = >< "_ 0 CU > 2 Therma-Tru (Inswntg(OutsvAng: X configuration) 12L. . E cc I C) U) — b. Pher-Classic and Smooth -Star Nicumiral 69#39,8 &qu.t N-I.Faciftclwot: Opaque 12t3l/2022 I Composite Edge Fiberglass Single Door wth No Yes No NIA - V) = " .= L_ Sidefile(s) (lnsvvfg�Outswng� XO, OX or OXO W -cc I g cc a) L_ -I-, U) CL config.nati.n.) I U) M ca. 3 a Therms-Tru FlIber-Cassic and Smooth-Stor Nomirrol 6&989;8 fccuot Non-lmjoodt"� Opaque 1 2f31/2022 No Yea No NJA 3: .T CD - W C_ -�O. -6-0 M Fiberglass Composite Edge Double OcrorvAth or withourtSicelfites (nnswnglOutswng� XXor OX(O 03 CL .� - = E = �_ -0 . W < wnfi unations) " Call co, = C.� := -� __ I 4 d� Th.-T. Filb-Cl-lo and Sne.ot,ir-Sar Nominal 789390 &qu.t.Ncm-lripa.t&q..t; Opaque 12�3112022 N. Y_ N� NIA I= - - - .% - - - - Z " Con posits Edge Fiberg Is. Single Door 5 le, Therm.-T. Filb-Cf.sso and S.-th-Star (I rawing/Oua,,mg; X confIgural Nominal 7',0 "Nop-Impact", Opaque 12131/2022 C.m .site Edge Fiberglass Single Do., with No Yes, No NfA = -= '3: f6l, A W = I adi (InawinglOutsvlmg, XO, OX or OXO ,...> i;: = . T ::, wrificursdims) W 7G. - t a f. Therms-Tru Flt,�ClasdG and Smooth -Star Nominal Bs0"Non-Impact" Opaque 12131t2022 No Yea No NIA Florida Department of Business & Professional Regulation P.'. I al Florida Department of Bustness & Professional Regulation Pag. i oft Florida Department of Business & Professional Regulation = Lm.�dl CPrrl Edge Fiberglass Single Door Building Codas and Standards 115)2021 Building Codes and Standards I T512021 Building Codes and Standards .2 0111s2D21 (Ins,vi to X openfigumation) ngi C2- r-) 7 g� Th-til Fber�Clsel and Smu,pth-Stzir Non "a ,,ut,�,�,,h,g',,,,t.,,,,m,,,,,.., Opaque 1213112022 No yea No NIA - Composite Edge Fiblergess5ingle Doon,itli, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelne(.) 0nsvyn9X1.tavvpT XO, OX or OXO 1.2 "- - - _1 , -, - , I" I - " � - RF -� KIR'F�- - "EM - , .. , � lira ....... ��71,,� , , , " IRL9tP c�,'M,ft, �iAZ�'�,' . -_31, X, '��"',)i��, ,"�, - " ��'1_111�t"01%__."_M " 11 -I,- --- ' -�'�'�",w�,'�--"-,",,�",.�,,,--,M"I-�,'�""14��'i�,-�-��- - .- - Aft'l- , i�_ ,�'� - -7, � " �' - ,,,, - -, , _ ,��' _�_- u",_ "�"""�s� ) 04 I SL 4'��' ;' M M" - � , � - , , - !�'�_'.��' " ���-,����,,,���,���,,,,�,�,�'.-',- -r��Y'-'� 4-.'vt'1b'-'l" - , - , , �" , � , , R , , - " � - --------- 1, , � , , , 441, "� � , � , , _" t__ ,�_ '_ , r _ - 'r"N' - = � �' oprriigupati.ns� 8 h. Therni Fiber-Clastiilc and Smooth-Stsir Nominal �9#3G;0"NonImpact&qJot; Opaque 12nV2022 No Yea No N)A Com PC ite Edge Fiberglass Double Door With or Cod. E, Mi or Data [Me two Pondin. ..� ... I .. " I - Rag Coot ,� � - 11 - - 11 Entil, on Ell& 2d& rate Pordin, cal. - , - '" - -- -V� dit- "N 't�_'�""t i����,,,,,,,,4,��,�.,�,��,,,;��z,satk y� Cod. -4 - ;i�' �1_-,_,�e�" � " .- -""�'�"�" z"- I 11 I— -_ , , -__My_ , , , , - ��" "'��' � ___ _'04, � " ,; � d��' , �' , " -0,000 v'� I , ,! - M i;' lxmnl 1� Ir , Bluing .: Dale Me [),to Fail , , - �E' " " ,_ , �, � � x a- � �j�p r� I I ,� - litate, 4 without "Id"ll"s (Inswingfoutswing; xx or OXXO Configurations) Type V,,Iom Mimufatecur., Contact and .... & License Validated 0, Validated Sgiijaritted i Approval A,n,.v.d status T-a Version Manufacturer Contact End-, & License Vadidalud If, Validated Submitt Fac A.Prianal A,sx-ed sudua� TV- Version Manufacturer Corl.ot Snarriver fl, Liceirst. Validated By VaHchated -Submitted FSC APyro,,v,I Approved 211A 9 !. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#3��;8 &quatNonI mpacAquot; Glazed 12J3112022 No Yes No NA Affirmation 202G PGT Industries Jens R.s...10 Nuirri-D.d. BCC() - CER Man -Dade RCCO - VAL 1 IMM20 trill 1 IM V2020 Approved Revai.. 20241 M Wirdoes and DO ... Brent stlinse, Luis R Lomas, PE St-n Pt Unch, RE 108021) 10f�6/2020 101191)2D20 IM6/2020 Appo-an! Affirmance 204 PGT Industries Joe, R-o-ld cli-1-0.de RCCO- CER Mhm!-O.de IsCCO - VAL I 1MM20 I 1 i05�2020 1 Ili 112020 Aolp-ed Composite Edge Fiberglass Single Door Cat.9cay: Wnd-, (941) 486-0100 j8S) 315-25gO Category! winclaw. (717) 365-3300 PE-62514 f717)3174464 Cdogarary, Vendo ... s t941)486-0100 (7a6) 315-2590 (InsivoinglOutswing Xcionfiguration) SubCdoginly! Fl-c! jrpa&,vpkI@pgI1r(Iupmes.c Subt!atsq,ry� Multions biltlinpor@miwd.com Subcategory: M.Illoo, irmovsklQpgtindustrest, 10 j. Therma-Tru Fiber -Classic and Smooth -Star Nominal G'5 iquot;Non-Impactilquot, G122ed 12/3112022 No Yea No NIA Cornpilan.. Method- Coldest. Mor, or Listing cm Compliance Method: Evalusti Report from a Compliance Method: Canific.tion Mark or Listing .m Composite Edge Fiberglass Single Door Wth Florld. R agMenod Architect - Li-n..d Florida Sidelti (irawing101dsvArig; XO, OX or OXO FL#243-RUProduct Pr�!..ivral Engineer "28i -R13 Procits configurations) 1 1 k Thertme-7ru Fiber-Classk, and Smooll-SW Nominal 6'8 "Non-Impapt&quM Glosed 12d3lM22 No yea No NIA Quality A ......... Approved for use Approved for Use Impact D,,!,n I 535:34115 Products Q.aftv A-manno, Agino-adifor Us, A Do rarvad for Use Intraid, D,i,n Z Composite Edge Fiberglass Double Door wth or S."k Pr.ductill.d.I.Nurnbe-14. . Product D-riWare C-tract Ex0rabon Date in t]VHZ Outside HYFI Resistant pressum S-00 Product Model, Number or Name Product DeserliptlDn contract 6:xplalon Date In hVHZ Outside HVH Resistant Pressure Wtho.1 Sid.11tes (IrmsmingfOirtsavingl XX ., OXXO 5 PW-5520 L.g. Iii Illpeot! Vp�l Fl..d Wind- CUM/2025 Y Yes Y_ NiA Quality ilisserall, Antriwedf-11- Apor-d for U, ],,at Vasion 1 Me III .a for At I Doors an of Windcom Aluminum Mullons 05126i,2026 Yes yea Yes N/A configurations) Sao# Praduct Model. Nuarringir or Naree Product conclude, cootm��, wt. to MV outside HVMZ R.Watant pressure 12 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7M9;0 "%Non-Impadt&quct, Glazed 12131/2022 No Yea No NIA 2 6704 Varfi,al Adu,in,m Mullion No Yea ye. N/A Composite, Edge Fiberglass, Single Door (Inavvngfovt�rt;i; X configuration) 13 in Therm,-Tm Fild-Cl-intand Smooth-Stor N-h.] 7&*99;0 &M-tIN-Impacgoluml, Of ... d 1213112022 Composite Edge Fiberglans Single Door wth ". yea, No NIA Siddit.�.) OrawingtOturtswi XO, OX or CXO mrifigurations) 14 n, Tharma-Tru Fliber-Cassid and Sirowth-Star Nominal 8':0"%No�Jmpact&qupc', Glazed 12J31t2022 No yea No NIA Z Composite Edge Fiberglass Single Door (InsvonglOutswing- X configuration) 15 a. Thermat-Tru Fiber -Classic and Smooth -Star Nominal 8':O�quctNorImPact&qupt. Glazed 1213112022 No yep No NIA Composite Edge I'llrarglan5ingle Door vAtin Sididii (Insurfing/Outs,kiing� XO, OX or OXO Florida Department of Business & Professional Regulation Pag� I or 1 Florida Department of Business & Professional Regulation Png.2 02 Florida Department of Business & Professional Regulation Page 3 a`4 16 P, Therma-7ru Fiber-Claussic and Smooth -Star configuratlons) Nominal 3'D&quct;Non-)mpzndt5<.ot Glazed 12131 �2022 No Yes No WA Building Codes and Standards I AV2021 Building Codes arid Standards 10MI2021 Building Codes and Standards �fflu,023 C.rrocsite Edge Fberl ... Double Do., Wth or without Siddites (InswingfOutsivirg. XXo, OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail otinfigrunal LU 17 q. Themna-Tru Fiber-Cliespilic and Smoom-Slar Nominal 5':8".'Non-I-PtC,t": Opaque 1213IJ2022 No Yes No WA ,,' , I , � I .� I ,�p I , - - I � 1, I .1 � 4 ",,,-O,��-, -� '� - - --- -----' '-'zs-'vq' ,.' �'; p, , -.- p 'i�w� k,"r - g" p'g - - - -rk � , --g- A - 'f """"` - "' "' "' , � , - - -g " g _&,"' . - g ��;�Ps"% 'r 'liko&A e " , , ��'F"" � 'Zwffl�" � 'I � � '14g , g- # :*�� E§ - ': , , , kv , '#g- _ �'-" � �' ,,, _ �' ., , , 1 , " - � � , , " _-, �7 -"' ,""'� ", - '� � , - 'I , Z - ," - A, � P'2'A MA, M� M!T�MZ""W! , � � 2 � "'M"W_-' m �- - � � I �' - � � , Compodoe Edge Fiberglass Single Door Wth 18 r Therma-Tru Fber-Classic arid Smooth -Star Transom (ImavoinglOutswri OIX configuration) Nominal 68#3g;8 "NonInmpact&qwt; Opaque j2jaji2022 No Y- No NA code Entity Dot. Dal. Date Pending - - .-- I "a code � �. , " Entill, or Dale Det. Data Parl RII � Cod. � �' , ,. � , ,,, , ,,, " " Entity or Date Date Wit Pending _"' Dele C.mir.alite, Edge Fiberglass Single Dova-ith Sidelits(s) ,ad Transom (In-YingtrOul-Arg. CfXO, Ofox or =xO Ponfigursdenrls) T"n. Verslon Manufacturer R-irsic. 2020 Jam. Hard!, Building Product,. Inc Endinter A Licama, Validated By Validated Submitted FBC Apyroval Chad Diertlk, V. Ardoe,.-., To. JohnEouthand, FIE 0110512021 12114�2020 01IDGM21 Approve Status ding FSG Appr. T"'. VilinvOn h1mudi.ch,sr Rsvis- 2020 Aside Contact Enain- & U-.- Inflation! By Validated S,tanfit,d FED Approval A,o,-,d Stagur. Nick Thomp- Lyrdan F. Solmoldl, P�F, Ry.n J Kloo. RE 02J1�t2021 0211542021 02t22J2021 041312021 Appr-c! Iv.. viall el-filetue., Revam 2020 OAF C-tact Emennear & Licenal Validef,claIr V,Iid,t,d Submitted REICApproy,l Michael Stith McCort Nlimiran John W. KnazavIch. RE I 2N 9�1)22 1211712022 12=12022 Ariperaved Status 02M7/2023 App-d 19 a Therme-TmFiber-Claesic and Smooth -Star Nominal 6g;9&qu,ptNor,Impapt" Opaque 1213112022 No Yes No NIA Cal.gary. Formal Was (940� 545-83% PE-IHS62 (352) 367-2528 Category! Panel Walls 1330) 922-2383 Pr-43409 IB13) 767-6555 Careg-F. Roofing (800) 766-3411 Pr-52164 (o54) M-8224 Composite Edge Fiberglass Single Door with subcategory: Siding ph.d.dI.o,k,@jaherzI SvbCai Soffits milhomp-m@daid, com, Subcategory: Aso,titShirignes, nn'tishog.f.- Sid.li*.) (In-Ang/O.tawrig: XO, OX or OXO Compliance Medl EvsIvatim Report Incon a e-im Ccanpli Method! Evaluation Report from . Compilaircis filethoo: Evaluation Report from a nj Continue.. Head and Sill configuraborl 9.6d. R.g�ataracf .phronct Or. Licensed Florida Fl.dd. RegeeredA,�hied I_,F.p..d Florida Florda Ragi,tamdAndlidect Or a Lice ... d Forda 20 I. Therms-Tru Fiber-Cassic and Smoctin-Star N-1.1 B&OSBO &q..t;Nlmp.dl&,I.ot Opaque 12f31112022 No Yea, No NIA Profia,,I,ral Engineer Protessonel E.,ilrear Profession,] Engineer Composite Edge Fiberglass Single Door with Sidefite(s) (I risvvingiCutswing: XO, OX a OXO F W.M 92-fis P-de.l. FLI015272-115 Pr,ai FL910124,R33 Products 21 u. Therma-Tm Fild-Classic and Smooth -Star Continuous Head and sIl configurations) Namfna I 6&1139;8 %qudtNon-I mpaclaquot; Glazed 12131/2022 No Yes No NJA Qu?jlry Assurance Approved for Use Approved Tor Us@ Impact Design QuallfivAseurairs, Anjoravlod fian Us, Anor-d fc, Us, [,-of Design ClusilityrA.suremn. Approved for Us. Approved far Use Impact Dedi Composite Edge Fiberglass Single Door with am# Product Model, Number or Nome Product Dationtill. COrenOtt EXErli Dale in HVHZ Outside WHIZ assistant Pre-r. Sell a Product M.d.li Niandbor . alears, lk.dadt D.-Inti.in c.read F.lolatl Fiat. In HWZ outside HVHZ R-st."t Par- 0"0 Prooi Model, Number or Name Product Description Cordrw( Expiration Pan, It, HVHZ 0.(,Idc HV lit.slartult Pressure Stuallte(s) Q nsvvinglOutoWng XQ, OX or OXO 1 Cim-park Lapstfing lb-cernamt ap aiding IM112023 Yes yet N/A N)A 1 a, &quo:2T&quat&Offit Vent or Sold Vinyl Sort l2r2HI2023 No Yes No N)A 1 OAF A.ph.It Roof an inglos, for epen F BC n.n-HV14Z Fiflowgits-Infol 3-talb, linumated, 5-t.b and 12111642025 NO Yes. WA NIA Continuous Head arid Sill ccnfigunstvpns� 2 H.rdlePailk Lop Siding lb-ment lap along, 12G1/M3 yet yet N/A N)A 2 b, &4Jpt;AlIfm.a T4&qc.t; Soffit Vent or Solid Vinyl Santa 1 V31 M23 N. Yes No NJA ]uriadictions h1loftidge aspleftshInges 22 y. Therma-Tru Filzer-Cla,sit; and Smooth -Star Nominal 8g:D"Non4mpact6quot: Glazed lMl/2022 No yes No NJA Z C. "Grss.Ibr.r Vintago Beedsd': Soffit Vent or Solid Vinyl 901111ft 12131M23 No Y�s No NIA I Composite Edge Fiberglass Single Door with 4 1 Ilqu '"151111 .V.. S.flfft Vanier Sold Viryl Bonn 12OU2023 N. yea No NJA Sidellite(s) (InsvvinglOutievvirig. XO, OX or OXO 5 ., lkqed'.Charta, O.k&qu.t; Spin't Vent or Solid Vinyl Soffit IV31M23 No Yes No NJA ' n w 7herm-Tru Fiber-Ciassic and Smooth -St., Gtintlnuous Head arld Sill configuration.) W aminal SU69;B, &qeot:Non-ImpadN&quo� Opaque 12i5l/2022 No Yes No Ni 6 gquot,Super Spainfliq-t- sell f . Vent or Solid Vinyl Soffit 121311202� NO Yea No N/A Composite Edge Fiberglass Dour Panels vAth Vented Sidelite(s) (Insoji-glOutswing; XX XXX or XXXX oprifigurafigns) 24 x. Therma-Tre Filper-clic and Smooth -Star Nominal 8&KrQ:0 RquotNon-Impact" Opaque 12/aIJ2022 No Yea No N)A Composite Edge Fbefg;asa, Door Panels with Vented .Sickelipe(s) (InevvinglOttewing; XX XXX or )OOC< oonfiq� ... ) 25 y. Therma-7ru Foar.Clamicand Smooth-St2r N-Inal 38939:8 &qu.f;N.n-Imp.ot&q..I; Of ... d 1213112022 No Yea No NfA Composite Edge Fiberglass Door Panel. With Vented Siddita(.) (I'-fingloLtewing. XX XXX or )OOX Florida Department of Business & Professional Regulation P.01 off Flunda Department of Business & Professional Regulation Pagel of I Florida Department of Business & Professional Regulation Page I of 1 26 z, Therms-Tru Fber-Cla-c and Smooth -Star confity-tiors) Nominal 8&939:0 ",*Non-Impact&qdct Gazed 12t3l/2022 No Yes No NIA Building Codes and Standards 10&-021 Building Codes and Standards I MrO21 BuIlding Codes and Standards i8202l C..Po.it. Edge Fiberglass Door PanersvAth Vented Sclelite(s) Q n-AngfOutswing; XY, XXX otr XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configumalons) 27 za. Thentle-Tru Fiber-Classicand Smooth -Star Nominal 8893g;3":N,m-Impard" Glazed 12M/2022 Composite Edge Fiberglass Single Doorwith3',D No Yes No NIA I - I _ 'e,� . � , ""'.. , . -,v- -g�Fiy&-" vr�"_ -,,,,---- � ".- "", - '-'�zr- , �it,'- .'N' M�'-ff - -�,,,-,,�'�,�'2-���.,6��,,�,�,,�",k �� 1-ft-.1-T, .,-- ' i,,����-,,,,,,�-'�-�,�,-,-,����,,�A-.",�3���'.-9�,,�,--,�� ------ I - -- , I ft '_-;'%�W�"'�';""�". , �' - "T , -, - , , - "' � " 17 --I-r,-"�",-'-'"�ll'�����,rl-il�l-"P-"��'�,4��ll,�ll,�-lo,� _'Iml -if , � �� ", - , - ,� �i�_ . - � 7� _'�,, _-�'� �i��' ���&-�-�,�,',����,'K��,,�,-��,,��i��',�-",��--���,��z��-,',',,,-�'-��,�,;'-,-���,-�,A,, - `.Z� �"-'.�'� , � "'�;,,���,,��-���-)�,-�,-���5,�a��', � -A�Ij� -'�il ;_';"k' � I - M"N " 05?"!- ... ;: " T' - , , MO�Mllii,._e � - � , -�� MW ' ' Sidelipe(p� (I newng/Out5l XO. OX or OXO " a - FZ pll,i& 4� , -, ,' - ,,, " - _'� __ - " , -�' __'� �4�,,.rr�� ._'�f�c' , ; _'� _" � ... � � � "I �_�K��'__ -, -"' ��""' � - � 11 - - - .� . i' "g, - , 4-11- i � - � _,7 , �'� _4-�' -'��"' �,' '-"'��F' -""','�v'T , ����r,.'-2" " , '� -, , � '��,'.-' -.1 ""'W � � - .1 - " *"'� I ., - , �i' 1 I � - "� �,, _� , -�- ��� Configurations) Cod' Entli on I Data Date Pendine 2d2 Cod. Entity of Dale Dal 0 Dole P.ndrol i Cod. Entity or Da" Data Date Pinidiria oat- 28 z1b. Tharma-Trut Filber-Uassid and Smooth-Ster Nominal 6&W32L8":Non-fmppp13quot Glazed 1213112022 No Yes No NIA 7 Va.!.. 14-flistun, cprdact Ericia-& License V.1i,I.I.d By Validated Submitted FSC A-roval Approve status Tv -4 Version RA-,f,,tu,r Contact Emen-8, Lican- VAidjudad By Validated Submitted F9C Arionwal Aimmy, fulanes InVine, V-101) Manufacturer Contact Engineer & LI.- Validated By Validated Submitted PSC Approval Approved status Compcs�lte Edge Fiberglass Double Door with R-slo, 2020 TAMKO Building Plocuots LILC Kenn BdIun Robert Ni.min- John W, KnocoAth, RE 101104i=() M9,2020 19)1Z'2020 1215/2020 Approved Rvev.IK,� 2020 LV. Thant", Inc. clas Thoorpacur Arenflactural Tory Christman Zachary R, Preat Steven M. Urich, PE 0911712020 o9fifim2a OWWO20 lWi5rM20 Approved R.,ftw 2020 Flodds Metal Products Inc. Clark Jones James L. Brelper. RIE 0 St-M M. Urldl. PE 09J27M20 09,25r420 10,04f2070 lMr/2020 Approvad 3)�OSI*Iit.�(In.,inglO�ts,,i,,g; O)O(O Category; Reding (417) 824-8644 PE-59156 l954) 772-6224 Motor, Company (TANICOt (813) 248-3456 PE-74021 i717) 317-a4b4 Category: R&Ofirg (904)783.4l400 CGUCK Engineering J17) M7-8454 29 zQ, Thwrna-Tru Fibear-Dateird and Smouth-Star oonfigurculon) Nominal 88A390 %quot:Non-lmlpa�16,ouot, Glazed 12,3112022 No Yea No NiA Subcategory: Underi.yments kvm_adaV@arJpo.m Category, Rouling tonyogg.m.1.1-fing.- SlisleCittau.iry: Rpoling A�piui.s, that are an darnpilanno'corn PE-31242 Composite Edge Fiberglass Single Doorwith 3'() Compliance Method: Evalusti-Reporl form a Subcategory: RodhigAeceslaorles that areen Integral Piartoftha RoollingSystem Stelite(s) (InsvionWOutevorgy XO, OX or OXO R.M. Registered Archlient-a Li.anaed Foddo Integral Part Othe Reading System Compliance Method; Evee.u. Report fr.. a corifiouratont) Prof-i-I Engineer Compi lance Method: Evaluation, Report Itorn a Fields ReglataredIA,phitoot or . U-sed Florida 30 zd. Therma-Tru Pilber-Classic and Smooth-St.r Nominal Sa#39:0 8quotNonImpact&quct Glazed 12J3112022 No Yes No NIA Florida Registered A,tillitart ., a Licensed Florida P,011 Engineer Composite Edge Fiberglass Double Door with fl,912328-fing Prochuch. Professional Engineer F1,40215311,A2 Products 3=39:0 Sidelftess frusWinglOutawng; OYXO Quality Assurance AparovedforUss Apsoncivad for use invited Deals, FWBIMS.R3 Protects 31 ze. Ther-Trur, Fiber,CIAssic pnd Smooth-SeT config6rattionl Nominal 7'0 "Non_ImP-pt&qudt ' Shaker 12J3112022 No Yes No NIA $a- 9 Product Model, Number .,Nam. Product ostentation rl oell'ide HVHZ Re,19,"t Pre-ne Qualltv Assurance Approvedfor Use Areproyed! for Use hmpogi D.91n.) S.-A Product Model Number or No.. OtedinAssurance Approved for Use Approved for Use Product Description Candied E�N,all Oat, to HVHZ Outside HVHZ IMEM Design assistant Pressure Series Composite Edge Glazed Fiberglass Single I TAMKO Roof lunclerlayments (HVHZ) R-funcledaymanNforuse , PBC HVHZ 06MI2023 Yea No NIA NiA S--A Rnadi-efti N-b,,rN,- Product D-HI confined Fs,idialkon 1381, In HVHZ witside HVHZ assistant Pressure 3 3 - FLAMCO gqUot:RV I 0 Ridge Vares,quot: Aluminum Ridge Vants for Fifthind ropla fabri,efind 12131i2024 No Yea NO NIA Door wth or without 19#a9:25defile(a) jorladialp's. I TAMCO Flat Top CIFRIQ0 Vent Vith Baffle lot Tilt 26 ga. alstloopf-ritiftt-Ah bell. 09M/2026 yes Yea NIA WA from 0,025'Aluminum Onevvilg(Outsy,mg; X, OX. XO or OXO corrifiguratitms) 2 TAMKO Roof Und.,[ayml (NON-�IC) Reofundedayrreirlsfaruse in PRO ccr_HVHZ 06Q912C23 NO yea NIA N;A 2 TAMCO eopeare*k Vent 26 ga. Os/0912026 No Y'� NIA -Oi-52.5 juhsclictiong. 3 TAMCO Off -Ridge Rooli with Baffle 26 go. and. =f-bal-Ath integrated beff. OW0812026 Y. yea N/A Ni 4 TAMCO Round Top Off -Ridge Vent with Safe far TH. 26 go. stand rolzifyontiftior l,fth haff. 09P0912026 Yes yea NIA NYA Florida Department of Business & Professional Regulation Rag. I oil Florida Department of Business & Professional Regulation Rag. i of 3 Florida Department of Business & Professional Regulation page i Off Florida Department of Business and Professional Regulation Building Codes arid Standards IM2021 Building Codes and Standards 117;2021 Building Codes and Standards 31612023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) - M_.`=� 1 "I-,-,,,-,,, ��,-�,�,�,,�gz,,,,,.,�,,,.��-"!��lar,�,--.1-�,�,�-- _111111'11,�"'� ';�'�'. �' "'!"��" Qt - ' - � , _ " - V � ie I 11 '�' " , �_ �1_44_� 1 " 4w[' , M 1� I , -,,,,I- - I '��'-" , " - - '-� - W ; I M�S'� L,5"-xia� �"O�-�' - � - 11 v-, I I �'. i __11 _" - - - rode .. "I � - " ElIft Data cool Data Pal Dal Cod- "I Seer, Or Data Ded" Cot, Randfin, oat- GQ`0 Entry or Dea, Data Date Pending , _�� - QZ9 L. FL#6259-11311 1"Oe V ... to Manufacturer R-i-in 2020 Lann.m.. Contact Eirtomear & License Validarod M Validated Submitted FBC A-" K.rIna Jelley Jamea L. 2ucI,nc,, P.2. Steven N. Uirch, RE i 1MI2020 llii?�120,20 11OW020 A-- Status t1i,ig PEG Appr, 7- Version M,mitaKtum, Revision 2020 Banal Roofing Gonad Zen!,- & License Validated 0, Validated s"llonelf'.4 FBC A,.,,] Agoroa,d -status Anderson RON, lAPNC Unit- 2-le.ti- G,,yVV.VValkm 11,03r2020 litonon 1111)6/2020 Appl-d 7vp. Version Manufacturer Revision M20 Godal Protection Products. _LC_ rolitact Enal-or & Lt.- Voidness! BY Validated sijbirsitad FBCAPjaroval Tim Robinson Wsli Tilt Jr RE John W. Knazevkh, PE OW812D20 09M812021) 10@112M Approve Sim- I2)1!,)2D2Q Approved (D code Intrty_2r Date Date Date Date Status C..q.q: Roofing (501)G83-6193 PE-31242 (717) 317-8454 c.t.9.'Y. W.cring ON) 380-6091 Servi- LLO (205) 854-BIQ Catogol Shutters s54) 689-7545 PE-44157 (954) 772-3224 . _g Version Manufacturer Contact .IypValidated Revision 2020 POLYGLASS USA Maury.Alpert, _E_ngineer & Validated By Submitted Pending. Al2proved Approved License John W 10126f2029 10122/2020 FBC 12/1512020 S.IoCe, g.ry!R.eArmAcceci.ath.t...n Integral-Prelotthe Roofing System Compiler- Method: E.aii.lt- Raip.di hom a kell,yCl.menc.... Subcategory, Roofing Ti[- Complianicale4thod: Ev,I,aIiooR,po,tficma Pr,d,d E,alustioni Entity RpbirArdemonQbcraI.co m SubCatagory: Bor, P1% Complencreloethod: Evaluation Reportiroma tinn-bloson&ppent- rn Catelgwy Roofing S9542351 5305mal pert@ polygass, com Robert Niaminen Knezevich, PE 911-UmUll Florida Registered Architect or a Licen ped Florida Florida GnigistanedArchUd Or, U-sed Florida Professional Engineer Su bCategory: PE-59166 (954) 772-6224 W0112020 Propennionat Engine., FL#7949,1112 Products Underlayrrients Compliance Method: FIL#17ZC2�166P,aalucts Quality Assuraint, Ajoarswed for Us. Appr9ye(I Tor use III Design 19--A j�tgIft!,,igheir ,N,,,.,.".t , k. a I G si�C ntryEl Old English .� Oluality Assurance Approved for Us. Ari far Use It= otskin Pra,dust 0 .... inp- QgtLggL r,),, a Data In HIAZ outside HXH Resistant P-super 12" Plot PrFfil. - Dan- DO I r2 No yea NfA NfA PUjl5aTsJR6 Products Product Nu,b,r,, Name Q-11tvA-moo, Approvelfarijec Aon,-d for use note Impact P,,I- E Evaluatunin Reportfrom K Product Modial. Nurstar or Na so a sa Pocipluot Description Cortronq Eanninationcate 1, HVHZ outside HVH R-Miant putioema Tlrat�h &..p; Impact 1112.1 Medal. Product D-flud- cars- EC,houlde It, HVHZ Ourcald, HVHZ Resistant Pressure a Florida Registered 1 Doplk-Arl DA-4 or 7RI-B.ilt D-k-A, DA-4 L- Profit., P.IyPnnpy1.o. Plastic R.OfVant 121162025 No yea No ,97 d-97_5 17 Sextity GOO - Slate. Shake 4,luop: $pit Shake Flat Profile - Stockton. CA 12/31�2020 No yes NIA N)A 1 of Gags Galvanized Steel Storm Pands."VEZ Corrugated Galvanized Steel Storm Panels retained 12/21n(123 Yes ye, yea NIA -4--i Architect or a Licensed rMechaNcefly/dindhad to PlAynod Dack 9 S..ny 13OU - Slads. Shake Ap; $oil sheks is Sax-y700- Streit., Sfi.etp; Split Shake Fiat Profit. - Rido� CA 1213Q2020 No ye, NIA WA Flat Prcfli� � St.,ki.n. CA 12131�2020 No Yee NIA N)A 2 24 Gage Galvanized t3leal Storm Penclaffill-IVI-iZ or not by ztcks to Provide hurricera prclacticir. Corrugated Galvanized Sled somi Panels r.t.ired IWV2023 HO Yes Yea N/A (D Florida Professional Engineer 20 S-oy 700 - Shake Slate "mp; Split Shake 27 Teas E.p.r. I Bron.lona Flat Profile - Rialto, CA 1 WU2020 No Ypc NIA NIA High Prolue - Katy, TX 12f3l/2020 No yea NfA i or not by tracks to prwde hurricane protection = (D 2a vill. L- Profile - Kc ty. TX l2i3l= No Y.. NfA NIA FL#5259-RB1 Products C_ gigaI AIUMM Aggroved for Use Contract E2plinituou" III HVHZ Appirgnal2rMse Ouiside HVH in t jilljig&L Resistant Desig Pressure W ftq # Product Model, Nurnbu or Na Product Description Data , 1 Polyglass Roof Underfayments Roofing underayrnents 101211X22 No Yes NIA 4N/Al-e22.5 1 Polyglass Roof Underlayments (HVH23 Polyglass, roof underayments for use in IFEC12J2312023 yes No N/A NfA M FIVI-IZjurlsidlellians. > 2 PoJyglass Roof Jnderlayments (non-HVHZ) Polyglass roof unglarlayrtants, for use In 12i2312023 No FBC rpp-HVIAZ jud.diethms. Yes NIA -NIAI-622.5 M 0 1 Polyglass Roof Underlayments in FBO12i2312023 No NIA Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page I & i Florida Depa irtment of Business & Professional Regulation Page 1 of 1 (HVHZ) Poli roof underlayments for use Yes Hli jurisdictions. NIA Building Codes and Standards lJ2512022 Building Codes and Standards in`=21 Building Codes and Standards inn2D21 L_ 0- 2 Polyglass Roof Undedayrri �norl Polyglass roof underlayments, for use in IM312023 No Yes NIA -NIAI-022.5 > FBC n.n-HVHZ jurladotions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a- I Polyglags Roof Underlayments (Hi Poli roof underlayments for use in FS0112i2=023 Yes HVHZi.ri.dii No NIA N/A 0 < ;'-�j',v�o ",��04'_" ' -' .", 1 '� _� . � ,gk',!vi ��,g' ,$ Oft"i vcc, , - , - , , , U. - ", n - "a"'oll NON t W - , ., � _� " - " I - I �. �'� g�' ff-, ��*-�,,,,-�i�,,,n-,i��'�e,�.���f'r,'f�,�,',',I"f,�,,�,,�i"�� -.r 4-- " -, "' ' K g _'%' - �' 0, 'j'ca � 1, ,V �.§��g�' = 11"j-, , �". � ' I �f I I " �v, -"ci'--�y' F � , ,� 11 , 2 Polyglass Roof Underlaymerits (non-HVHZ') Polygass roof underlayments, for use in IV23/2023 No Yes NJA -Ni Code e * V, � "",Iluv"'�"rsl�" �'_�','_evcl 11'ope��-&" �'� , "�'.'. _� G '� Entity o 221 Date Date Pending , - A , , R"N ,. I I , _'__' _" _ " " _-, Data code , , " - � 11 I , �� - - I Entity or Date Der, Date Pending Data code - �' _�� - I " "111 "� FBC n.n-HVHZ jimispir.d. ma. TvP. Version Manufacture Contact Eng i.e., & Lt..- Validated Via lidated Submitted FIBC A plaroval _ Approved status T version Mamill,tgurfir C.nnapt Eprom-&U-sa, Wagered EW Validated Subirrittild FEICAte-yee Atnsrowd States T'ness Version, Minnufadar, Entity DOI 0 pos. Dot. P.ndirso Contact Bananas, & U-no, Validated Ely Validated Sularrillad F5C Amenryal Date A-ro-cl steftrs� " -6-i I Polyglass Roof Uncerlayments (Hi Polyglass roof underlayments for use in FBOIX23rA23 Yes No INA N/A Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Bell -,do, P E Troy Bishop, P.E_ lQf28f202O 1WN2020 11105J2020 121151202D Approved RoVison 2020 Alpine Shiest L-a [CC: rV,Itt Service. LLC William M, Ranieri, FE 10/3112120 1 Of2212020 1 1;0512020 11100021) Approved Revision 2020 Commercial Concrete Products.firic, Modern Gillis Samuel A. OmnbQrg John Hoy 12116J2020 1211612020 12Q7112020 ding FBC Appr 0 2 Polyglass Roof Underlayments (holl HVFLZ jurisdiction., Polyglass roof underraymeryps, for use in I ZM023 No Yes NIA -Ni Category: Shutters Subcategory: Storm Panels (561) 712.9W2 PE-0046549 (954) 947-0880 ml keb@a I lamer loan shufte category: 31-11-1 Components subcategory: Treat Pletes (321) 710-3377 (407) 6SI-1917 d..r�QdPIhdtv'm category, Structural Comporenus Subcategory-. Products introduced as a Result of cH 5) 05D-3707 PE-34245 052) 588-5311 p'_.stgdd.'@ry.h..c_ :3 FBC rnmi jilrisdicti- Compliance Method: EvaluatimlReportimma Florida Registered Anchitectore Licensed Florida ra.com C-ph-lildth.d; Ev,I.di.rRvF.rt*.nn. Product Eyaluston Entity N-Technology Ccurniall-le Mall E,a,alao Report from _0 Professional Engineer I'L.419904? Products a Flood. P.gI,t..dArchR,d or. Licensed Florida Professional Engineer 0 FIJ#1TesSuR3 Product; gutelty, A--. Appr-led for U, App-d for Us. lump"d 2tE!M Sag # Product Model. Number or No.. Quality Assu ra n ApprovedifeerUse Appro-dif,rU5, Product Description Contract E.prati.. oat. in HVKZ Clutaid. HVHZ Impact Dission Resistant Pressure Sas" ProldJorMadel, Numboror Nam I 17W 13CO/AlPfine High, Strength ill &: 8) Product Description Colarset Expiration Data In Hi 0utddeHVHZ Resistant RM591fli Met.[ Con -tor plot. 12JSI/2024 Y_ Yea MIA NA F 4411 774;Rg Pli Quail, Asis-mas Approved for Use Aponavad for Us, Ingad Donsion - a- 1 24ga GaNcrilzed Steel Storm Panels 24gs, Galvanized Steel Storm Panels 12F31f2022 Yes Yes yes NIA 2 ITW BOG"ne Hirge Plate Metal Connector Fiat. 121$1)2024 Y. yes N/A WA Slog Prodgel Model, Number .1 Name Product DtlatrotIon Contract Expiration Date In HVII Outside HVH R.slatml Pressure < 3 ITW BCGApk, Trulps: 4 ITW BCGuAIpI. Mve, metal Connector Plare IM-112024 Yes Yes NO, NIA lytt.1 (lornactor Plate 12��lnl]24 Yes Y. N,A NJA I Quality Fraces, or Commercial Comprece Products P-1, and Pleati-tesed Contra. untels 05425,2024 No yea NIA NIA (D U) I -*--a M 0 co = < Florida Department of Business & Professional Regulation Q_ Buildin -a and Standards g Coda page 2 ad`2 3i&2023 Florida Department of Business & Professional Regulation Building Codes and Standards Pas. I .I I 6114720,1 Florida Department of Business & Professional Regulation ftg. I .f2 Building Codes and Standards 92BI2021 ""`�o 1_ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ M �' _1 __ 11-1 � �� - �' I � - - I 1. - "I . . . . . . �' 1, - .... __' Cod- Entite - Des, Get - Da" Pencil- 09, code Entity Qr Dole Date Data Pending Data code Entily Rate Data Date Pendino 291 1444 I'll �� 11 __ " UJ C TYP. Version mamerii.t.- cantad Prigh-, fi. Ll-- Validated ay Validated Sularric.d PRC Approval Apinc ... of status Rigs vausla Manufacturer Cool sinemes- & Iii-me V,Iida.djw Validated saborli FEIC Apona-I A-,v.d Status T Vend. Marnjf.�tuoar Contact Ensirt-&uperese V,lt",d By Validated Submitted FBc Aarroval ko-ved Status 2 C R.,Asi- 2020 MiTal, loc. Category: sh-wet ... I componer'N ]Pdo Walden [CC Evil]. aii.o isa,vio�. LLC CC liv.d.ali.n service. I952) 898�635 LLO. 01,03=23 12QQn2022 UlM3/2023 APIC-cl R.,ipI.n 202C Waysm-user Catagert, Structural Camuppnant5 L-b,, Rob Bad.in [CC Ev.1-fi-S-1p., LLC ]an Leriner. RE. GM2M21 1011312020 (253) 924-0476 (608)839-328a R.bertBaId,vdrjP,vcvtn. D210312021 Appr-d Affi-tion 2070 Aph.Alumit Inc, Category: Panel Wells Jose Siva Lult R, Lomas Steven M, unpin RE 1111SM20 11116f2020 1 142012020 Approved i4W) 509-2GUS PE-62514 4717) 317-8454 < (D S.IaCal T-a Plate. Compliance Fil.t1i Elaluotion Report from a -d-Orni... (205) 599-9800 subcategory: Engin-red Corpons- Method: Evalustlon Report from a erat'.... SubC.t.crarry: Soffus .Iph..].n,n-irc@ryah. Z Product E,olN.U.n Entity P,.du�t Evallati., Entity compliance Method: Evaluation Report toon a Florida RtglaenadArchitect - Licensed Florida 0-m __j FLAV074110 Product, FLOMT-11,11 Products Ponesalarial Engine., Z U-IRYA-ron- A,,,-df-U,, Approved for Use [,,act Deal- Quality Asituran" Approved for Us, Appirgliod for use 10PA04 coastal) PLA10544.R5 Producte < Seek Prod.,ri Model. N-ban or Name, Product 0,scripotat cone.0 Eankellon, DWI in HVFZ outside HV Resistant Pressim, Sao # Prodept Model, Number or Name Product P.-Inti. C.rdi-tot 11W,rfi.. Dade I. HvHZ OvIlild, I Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Dorian -1 1 MIOAHS I 6 ga� high strength tress connector plate Qy3laO24 Yea yea NIA N,A I Microla. LVL Lterend.of V.-Lurrible, 03njt20023 N Yet NIA NIA Iinar, a Product Model. Number Pr Nart, Product Illawlinficar, Cture-1: E,,i,t)o. Data url Out,ld. HVH Rpsigarst Fmsi,rg 13- 2 M-I le ga. super high strength truss connector plate 12131f2024 Yes Yes NIA NIA 2 Pellets. PSL � TimberStrand LSL Peardle! Strand L.mb.r 03/3 ,2 23 No You Laminated Strand Lumber OU31,2023 NO Y. N/A NJA NiA NIA I Alpha Aluminum Solid &: Vented Alunfrenri Alpha Aluminum Said Aatno, Vented Numinum ON3012023 NO yet No NIA a MI 16 MT16HS 16 9. tress -ruplarpat. 12W Q024 `8 qs, high strength trusscomacter, plate 12131,2024 ye, Yes yes Yea WA NIA NJA NIA 4 TJ Rim Board Structural Camposite Lumber or Oriented Strand OW3112023 No Y. N,% NIA GIAL) & wood saffill Cmu &.ni typed I SHEET NO. 5 MT20HS 20 On. high strength ent"'orecalor plate 12i3l/2024 Yes Y_ NIA NIA 6 TLI8. M7i8 �8 g., trus. cornedorplates, i 2131/2024 Yea yep NIA NJA bo rd Rlmg.iurd 5 Way,a,ha -a, Rim Board .rf'ent,d Strand Board Rim Board 0311=3 NO Yea N)A NIA I 7 TL20; M720 20 qa� firoas Oamnscorr PI 12131t2024 Yea. ya� NIA NIA I March 6, 2023 1 PA 1.1 (3) Rorlda Department of Business & Pirufassional Regulation P.W1 Rf2 Roddal Department of Business & Professional Regulation Pagal at i Rodda. Department of Business & Professional Regulation Pagai Rodda Departirtent of Business & Professional Regulation Pagel er I Building Codes and Stwidards $101= Building Codes and Standards Building Codes and Stividards Building Codes and Standards BMW= -4-- 0 -0 > Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail -c= (:L) 0 =3 16- C: -0 0 226 11"Ift. 0, Rik RIK Doe, P0.6.0 RO odd. DWI, r Dal. Dall" Deis Pawls OR. FA& TV" W40MICA MMIMIMUM l2rdifiW&Uwas. VSIW#pd 0101. Deis Wildilbill Bobscitills Dal, Plakin FlICAbliel Dot. Allimevell out" Illn's %mi.. 111114,01bowe Entity 4 20 -011111. Dal@ IRA*& F&CAPlevuel go App-,W 0 ii" Wrolon awkschlawar room Socillaiser&LIftan VSIWAW W14UNd 8.1sairs, FOCAlikeldal Apo"-'w am" Im va'slom onvalaturs 0,010 Emilant4kLiftan valkiptho VAlidoo 3.1whitto FROAdereval Ananand 0 0900 09,110 rwaless, & Use Wwow Widjoil 1111"Iselfto $11". Affirmadon 20M Pella Comoration Joe Hoyden Sivall WridowaridDoor James L Buckner, P-r. =14410Z OW1412020 0712OF202C Approv" AtIrmason 2020 Polls CorpolaW, Joa Hayden Sandl WIndowerldnoor T-E- Lunn, IRK LLr- QT11V2020 077144029 07122(2020 Approwd AtrinkiJen 20M Pella Corporallori Joe Hayden Bard[ WlrdowsdDow Jama$ L RUcknar, P.E. OTMQ2021) OT114=211 (XV2012020 App..d "irmaillon 20M Pella Wriloretion Joe Hayden allinkill ftneri Solneer T.E- Lunn, PF, LLO 07M4QC20 OW14=20 =22Q= Apprd-d -4--j W cowilaripwMalo" RoWneon ManufacanarAsswiston CaUCK IFIgIneeft onkswr-wrdo" Roblinsom MmulladiluirAsexclation (661) 62&64rh Cassiscry. Vance" RoRrai ManUftedularAndoticlon CaUCK Ergimeiring c"Orr. Wmd*.s RoRraom PE44135 (651)62"455 U) -4-- 411.1les"arr. ainglie Hung (6411121 -Was "1)014W awbCall"arr.8ingleHung (64 1) mi zow a4wasquir. Filled (641)121-M (551)42141927 avisco"Wis Fixed Masked: Report from (641) 821 *M Co U) C welliflodw Method: Cedtfloill Mark or Ustirg 00millin" motbad-. censloado, Mork or Usurs sellsixoductsereme" compliance 111114thed: C4?16*lon Mark or Usting palleproduolidip',ciftepe fla.w. 0ownplinds FalugIlon a Florida Fall Islarled Ahftd in . Licemsed Florida Pellaiwocklotapprox0spe 11-m CU -0 0 I.-m lia.com Professional Erglinew -0 "121&Ri*Pred,], FUMS292-R4 Piaden, E60RIbRIZ2Mduk 0 FLEIS2211UPodft L- GesallwAR, Ancomed Far Use Apannest For Use Imam no". BaubLa� Acarcead 1, Use screwed Far Use immo cowm Awl Praddiat 0*41, Number w Name 2mW&AnLWMM PiladwitDawaft cantrowgrabirsdowallift ftsoldeadjaLlia A,,,-d WN Far Use oulawo Nwz lskow Fag nowso QuisiltrAss Aparcirrad he Us. Awircived It. U Islaw U" 0 C= Awl Plaided No". Number a, Name PladL4tQMdD6 Contrast E-Irstia" oft 1. NWZ oulskis H" R"Wtm Pokkeek, awl Pmdd 11110dill. Weekly 0, Name PradladDendatim C"'aft r.61,06.0 Dft in NW oulswo Pat Pressure Yes Me Slat Placket Model. WftW *I Name, P`*d,"Oe"d0ti 00alregibloinnIR.Deft in HV14Z oulowe HVHZ Racial Plikes. 0 1 Series 100 H gh Pefformarce single H u mg MrrA Single Hung Whilow (4T x 726) OW1702(12T N. Yale ND '50WID I Pk 10 Series Single Hung Wmdm W x ST Mnyl Wn4inpax Sing]. Hung Wrelow, OW2212022 No Y. Ne 401-0 1 CW[s 10Q0 VRlk1FWdww1Md0w(WX7Vj UTIJ&2C22 No Yes Ill' +2&L25 �26i-28 1 OW2802031 YM Yes No NIA LL 2 Zries 1CV20 High Performarl single Hung MV Hch Performance Single Hung TWn 0601=7 No Yes No .61R.60 2 Pella 10 Series Single Hung WMw 54'r W Viryl N�Imi Single Hog Wndow OYMM022 No Yes. No +45145 2 earn 1=0 Mmil Fad wilmdow (11118"1 W) 0711W202 NO 108erles Flange Fixed 10 Series 112'Fignp Fixed Windo� co a Gomposille TZ x Mi a' ) Willi Hung TH No Yee No 4W-40 a 4 Pass 106wrl" Bral. Hura W,,d- Pella 10 Hung Wndos 34'. Or Vinyl N-Impad Bing$. Hung Wind- onvwcu 48'x 77 Vryl Non�lmpsot Single Hung WIndm UTCW202 No No Yee Yk. RD .50,Lw Ne -50,313 a Sarn 1020 VIV Fixed Windwr 150m x W) 07110022 No Yes No Sts.40 0 M 0 > W*s1=,%rgIsI4uN Single pbe Composes (109' z 7r) MMMC27 Serles $Ingle FLMO"lap..bAm Cn 4 BeessIOMSirellsHurg %AV 13 Ing 1. Hung Trips Complain (loin . 33.W) OeQW027 NO Yes No +36'35 a Pella 10 Series single Hung Wndow Slrx Or Mnyl Norlw"O Single Hog Window 00=02 No Y. % �Sfiw E 0 5 Soft. 1=11 Single Hung VIr "y Sing Is Mung 1WI n Compickillim (BB.S'x 311.51 OW130=7 No VIM No �3" 0 Paw 10 series Single Hung W "ow 3W. 77 Mmyl Ner-Impeck Single Hung Wirekka 01`0=2 No Yes No 410W QualityAns Answer he Us, A,,,*,bd fer U [,am bablim L- a 7 acres I= mng Is N ung slikin IW20 Single Hog Mmy! Single H ung IWIn Oamposite (72� x GW) W160027 %Rw Single Hung Tillso Compete (low IS.56) OeI160027 No No Yes Yee Nic No +35�35 .36�m 7 Polls 10 Carlo single Hung Wmockw 52-Iff. 0i Non-linpoidgingle Hung Wirook 10f17120211 No Ybe N. +BW490 P,*dM Model. Ilmlikir w NMI ftwmlpndatl coscialik mial'skle" -00 InH No 0,11skilb HIM Yes Plealraw; No Pnials. Cn U) 0- a Series 10120 $Irig I* Hung MV Single Hung Window (4r X 72-) W1MQ2T No YM No +3" FLI"SQWRS PM44als Sri* iW21) Vinyl asks mndoe (W X 70-1 OIJI&2C24 111771=24 No Yes No +26k.26 -25,13 40 CU - 9 same$ IWO Single Hung Mny! SIngle Hung Window W xSE61M) W1302027 No Y. N. 'SIs.39 amAkAunm Arsalauls fm Us, Ausirmsel P, use lmmo go= 2 Series ICV20 a Bonds IQ70 Mrryl read Incals (111W. W) Mnyl Fixed Wirl (00'. 60') 07l15UC24 No Yes No 50)LW C= U) < I 0 s NY2 Srg�:Hurlg Wiy! Single Hung Wlndw 135' mag-1.7) 050102027 No Yee No afii.35 ]mi Frailest li BMW at Neas pndyAp.-lioti Contrmrxbirstiv"-D* in HYN outside MZ Nth" Plane C-j I 1 12 8.1 IQ2:8�ng Hung %Rnyl Single Hung Window (4r x 84*) No No Y. Yes Nd �3" 1 Pella 10 Series Singile Hung Wndw W x W Mnyl Nan-linpact Single Hog Windoe 0221202J N. Yn Na 4aL40 Uls :� LLJ SwInIMI)SIngIsHung Mrjill Bing I* Hung Wridow (W x 726) 08fl&2027 RD +3&35 13 SW.1QW5IrQI.H.rj Wry! Biro Is H will Twl n Composts (72"x 53,F) OeaW027 No Yes. He Ssu,35 2 Pella 10 Series $Ingle Hung Wndow 84'x W Vnyl NWmpakri Single Hog Wrldow UMW2(23 No Yes MOD +45`45 OWWO23 No Yes M W.0) C2 14 is SerkeelQ20SIngleHurV Swiss 101211angle Hog Mr6l8lrVieNu�gT.InOopoeJteM.Slx$a-6") 06014027 M" Single Hung Twin Compealte (Belrx72-) W17Q02T No No Yes ye% No No �3" �35l-35 a 4 5 Pace 103wrlw Wngle Hung Wmdw Pass 10 series Bing* Hung Wrldw Polls 10 Series Hung Wrldw 54' x &r Vinyl N-1m;kadi Single Hung vvk*- W x 67 Mnyl N-Impact Single Hog Wkides, OW20023 SVW 160, VV mon-I.Pect $Ingle Hung WIrdo- 1(111702C2a No No Yes Yes ND -551�55 He +BQL60 c: cc (-I Is ar"10121181,410HUrg �WaIrgI.HoflT.I,C-pcsbl OSM&2027 No Yes RD +40140 Single 1T $win IV20 31,416 Hung 'Arrjd Field Wft Shg* " Flankers ilOr x T2') lCfG&2C2l No Yes No -311130 'A C�ul FLAMIXII-R13"lacks U) C= C-4 Pneclact liddid, Number a, N&Y, gAghholkE� ProdWAIDwatdiftion Caftma EsairSAIR, A-d h, Use A -Mod Oft inH Gulahlb Fee Use kill= Reas"M 21WO Plassium 151) series orThermealar or Enoomisas wAkel High Performarce Single Hung VIV HIM Perlennamce, a IraIR Nog (4T . 72) 0511712C27 No Yes Ne +sQl'w 130 Bries or Thermastar or Encurnpass cr-Amt High `A�A HIM Perb-ce 8 1 ngle H ung -Reln OSPI02027 No Yes No +5w.50 Po"o's"" C*WOSW 150 SrIw arThermaker or Fnerdling RrAxarsl 9 Mrils %W Sing]* 14 umg lirloo C*qw" (I Or x 725) 06i'llit2CUT No Yes No 14W-40 Zj Hung :5 Z. 150 Cries "Thermaslaror Encompass; WAM18ligir MV Single Hung TKIN. 0-9callia (108'x S&n 081230027 No Y" Me +35149 Hung Rorlda Department of Business & Professional Regulation Pslial w 1 Florida Department of Business & Professional Regulation Plige I all Roddal Department of Business & Professional Regulation Page I W2 Building Codes and Standards Building Codes and Standards an(11=2 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Applicafickin Detail 7714ir W; �-o � 'W� ced. Sets, Do. Doe 13,11, Paiallms God. Sam. 29-- gets poloft1w Dala 926 E.W. ow. ow- Deis Peada ode TY" %lanii" Ilvesbatignp C.." E&WnwAlLiaw Wkiwasid vandstul SAW FOCAlkwayal Apoft-nod swes ing wrsia. Illowlecturs CRAftat Links, V811110010110. ihiialod Slibalithd F13C Absolval Aciorawd TY" *mi*. 11wellectum 00aft 11-allicul V411101010141 Widow Nb.Wtb FRC Aaiwc�*! Anowed S"bw Aftimai 2QM Peft Cordorialon Joe Hayden Saindl WindoweridDoor Jemn L Buckner, P-E. CWW2020 OT1142020 0712V21220 Approwd Aviriftstion 2= Poll. comoration Joe Hayden Call Wimart W. 8dwilater, P.E. T.E. Lon, PE, LLC 07MR2020 07114P2020 071200020 AppraWd "-d.. 2d2d Pella corporation Joe Hoyden 8s" WindowarldlDoor Jam" L Buckner, P.E. 07114J2020 07114;2020 OTJ2012020 Approusd callegery. W'40.9 RobIrso, ManU18=16rAsawhation CISUCKErgireering Cklaawr.Wndo" Robinson PE -Mills Wl)82544TA cafterr. Exterior Dom Rosined, ManuccalwAssociation GBIJOK lingineering ll.brelftorw HwtnbW Older (541 j 021 -811110 AwliCatialloy. Horlartal Silifter (WI)E21-Boins limbrillagary. Sliding ellimarDocAnamblies (641) 521 -OM (5151)4111-2027 Compliance Method: Gerllllsrb� Mark or Ustirg RelleproducteoploxeOpe complince, Method: Ewlualon ftpmt from a C-Plim- Bound: cardficell., Mark 0, UsUrg salleprodabipprowelilipe I.- Florida Regillband Arohlikel: or a Lbensall Florida 118.00. IsRorn FLIKII814VPmdudo PrDfanorallingirlear A,-,d For Use A,,--d Few Use Lmam Dallas FINIZAIII-IM-Prealkeds Aw-ed for Use Assayed he Uss Imam goo AMR linkileat MardaL Number cl, Maras ImalwAfteethid castract Evellytion Do* in HVH 0.1aws HVH flasilift" Pross" ClealityAss Aoillsovell fer Use Asproved fie, V I.Rade D" Pnellad Niggle. blumbw a, Nwas PnidaADWel I. lim Wallis WN rhishake Pft,*, I Bence 10120 811dkV VAndow Will SlIdIng VAndow COX or M, 73-IOT x W) =7121323 No Yes Me '3HRM Praded Made], Number ar N- castra" Expinclini Dift In it OPIDIft HVIN 111104101401 P'"w" Berlin 1020W Sking Glass Dwr Viriy! 24%me"OX'Sliffnir Own Door [W x 1i No Yes No -2614 2 area 10120 Slitilha Vvlr.$D. M,,A 811ding Wind- MX or X0. 36") 0"W028 No Yes ND .36,QG Swlw10SIIdIgiWmd*x Sarlse 110 -AV Merged Willing Wlmdm OW312M1 No Yes No NIA 2 Series 1cj20t26Wngl(3lan Door Mnyl Single Panel Fixed T'DoorfSkiallitak 34-15fir WQ&2022 No Y. MIR '3ly.35 3 S.M. 1CV20 Sliding VArd- 'Aryi Silding YYIrd- (XGX, 1W .60'� =70023 No Yes No +311),BD 4 Seres 1020 Sliding VArklow Will Sliding Whom (X0X. 1108' x W� 413427=23 No Y. N. �3&.39 a Cries 10120125 Odl nq Qlm Older 4 Serin 10120125 WIrg Q less Door Fb1WI24"13 P-deMs VIV 2-PRrR1'QX'8IIdIns Grace Door frZ x OT� IUM&2021 W)A 5 Ing Is Parel Rxed %n Door t8ft ft 47-1 FP x M42&2(122 No No Yes Yes Ne N. '351w �25LZ QmfilivAisparanse Ajeam," For Use Alkillevelfrij below 111"id's Prodwat No". N umber or Narge Procleallhoadati- a D-le imHvmz Outside H flealw.11 Pleasure Series 160 or Encompass mAvkcril 811cling Glen Door WIV 24RO101 W'Sl(dIng Sim Door (66-10. ON202031 N. Yes Me 125125 2 8wi- 1 M or E- p- A-tl Sliding Gkias Door Milyl S ng W Panel Flicad'U'Der Ridel Ills, 3&lfZ x 0211WO82 No yo No -410�-Q $I-Iln a $ad- IM w Erxxon ow or A-ml Sliding Glen Door 1AV 24rel "G)r Sliding Glace Door (77 . $21 08W2022 No Yes ND *36'W 4 arled 1 W or Encompass *rAventi 811dirig Glan Door Mnyt 5 Irgle Parkill Find w0* Door "Ille. 417-10 x 112OW29112 No Yee Me +25125 FL=464tij Pdd* "Is, A, Ao"*d rw, Us, Anisawicl No U Iss Profiled Model. Numbs ( Name PoelftlDes"611 in HVH Gulakhe MHz Resimaot Series I SO or Eroom pan mAvantl SlIdIng GIM DWI MW 24%,el 'CX* Siding Glass Door (06-117 OW202031 N. Y. No -21sall 05-irn 2 Beres, 1 W or Enworn pan crAwrill SlldkV Ohm Door vW Mrs; [a Paral Fixed *V Door t8kelft, 38-1 W x WjlW032 No Yft NO .40r-40 61-112-) a Scin 160 or Fmcompen or Ales Sliding Glen Dw Mnyl 24larel -OX- Sliding Glaw Dw 97 - 42'� M4Q032 No Yes No 'w-kS 4 Sri- 1 M Erzorn pan crA-Ml OWN Glen Door MW 81riggs Parall FIM'G* Docir (Sidels 47-1 W x (W1612002 No Yes No �M25 W112-) co > 0 L > CL CL 0 < -0 0 L- 0- (3) C/) Ass-0 ICU M 0- -0 0 L- W < z SHEET NO. March 6, 2023 PA 1 I 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12T�012020 C-7,"MMM, Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30,12020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2021) EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all 8STapprovals listed below, CLICK HERE C= For direct links to all S-ST approvals listed below, CLICK HERE For direct links to all SST approvah listed below, CLICK HERE cm For direct firilks load 88T apprcevals listed oelow, CLICK HER For additional Information regarding Florida's Statewide Product Approved 9yslem and Mlarrill-Dade County Notice of Acceptance (FICA), CLICK HERE. For additional information regarding Florida's l5talewide Product Approval System end Miamr-Dade County Notice of Acceptance (PICA), CLICK HERE. F. addrdonal information regarding Flonda's Statewide Product Approval '9Wem and Mami-Dado Counlyt�ZLce or Acceptance (NOA). CLICK HERE. For additional.Information regarding Florida's Statewide Product Approvalt5ystern and Miami-[Xdo County Notice of Acceptance (INCA). CLICK HFIR CV2 FL#2355- FL#10446-RG FL#10406-R5 I I HUS, HUSC sarters hangers Face -mount hangers available in widths rangft?rom 1-5Z' to 3- 9116" and heights ranging from 4-5116" to 11 tdricealeb flange Sea# Product Model. Number or Name Product Descrilotion Sea # Product Model. Number or Name Product Description Product Model. Number or Name Product Descrintion version (HUSC) available for models having vAdth equalto or 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-55) 1/4" diameter Titan stainiesssteel masonry screw 1 A21, A23, A33L A34. A35. A44 Angles 1 ST,BTB, BTH BrickTieF greaterthan 3-9f16" U3 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Called Straps 12 US series hangers Fac�nnoumt hangers available in widths ran6G;Pfrom 1-7/8"to 3-:%. LLJ 3 APB44. APB44R, APVB66, API366R, APB88, APB85R, API31 01 Qr APB1 01 OR, APVB44, Outdoor Accents Post Bea" 3 C514, C516, CSIE CS20, GS22 Coiled Straps 518" and heights ranging from 9-114" to 16" CD " = = FL#9689-RG APVB44R, APVB68. APV1366R, APVB88, APVB88R, APV81010, APVB101 OR 4 CSHPIS, CSHP20 Coiled Straps 13 LOUS-25-SDS, LGU3.8a-SDS, LGUS.25-SDS _J Face -mount hangers =. - C� cm 4 APDJT2-4, APDJTj 2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compres5iorfTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers C_:l M C14 = >< Sea # Product Model, Number or Name Product Descrintion APVDJT2R-6 6 DSP, SSP; TSP Slu d to Plate tie 15 LU026Z, LUC21 OZ Face -mount hangers I SD101 12DBB Outdoor Accents Connector Screw 6 APHH48, APHH45R, APHH61C, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3� HS, H7Z, H16, HIOS, H16-2. H15-25 HurricaneTes 16 LUS series hangers Face -mount hangers available in widths ran rom 1-91 6'A24-. 'om ..... I 2 SD91 12, $09212, SDI 0112. SDI 0212 Strong -Drive ED Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTO Outdoor Accents L and T 9eam-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15;1 C= Cc -Z 3 SD9112SS, 81)9212SS Strong -Drive SID Connector SS Screw 7 APLH24. APLH24R, APLH20, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 HurrioarraTle 17 MGU3.63-SDS, MGU5.25-SDS, MQU5.60-SIDS. MG1.15.62-SIDS, MGU7.00-SDS Face -mount hangers re 4 SDCF22434, SE)CF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Siroding-Drive SDCP Timber-CP Screw a 8VLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5. HSS2-2-SDS3, HSS2-3-SDS3, HE84.SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ran ng fir _9116`J5-=__= W 1 SDCF221134, SOGF221334. SDCF271958, SDCF272358 9 CBT2Z.CBT4Z Concealed Beam Ties 11 HST2: HST3. HST5: HST8 Straight Straps 1/8" and heights ranging from 6-15/16" to 1 112' E W C3 5 SDCP22434, SDCP22512. SDGP22614, SDCP22700, SDCP22858, SDCP22912, Strorg�Drive SDCP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJT5Z Concealed Joist Ties 12 HTS16. HTS20. HTS�4, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS26. MUS28 Face -mount hangers SDCP2211 00, SE)CP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS01 BKTZ. HTSQ20KTZ Heavy Tvvst Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in vvvtdths ra I ro m-r' 6 SDHR27400. SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9116" and heights ranging from 3-1116"to 13- E) 7 SIDS25112 S0825134, SCS25200, SDS25212. SDS25300, SDS25312, SDS25412. &tnang-Drive SIDE Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTAI 2. USTA1 5, LSTAI 8, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps '.'l.bl .11 d S., = Concealed flange version (SURC, SULC) ayatlabi aill doQ cc SDS25500 SIDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps d 2X and 4X models; only acute flange is con d. 8 SDS25112ES, SDS2520OSS, SDS25212SS, SDS253OOSS. SDS25312SS Sbrwg-Drive SIDE Heavy -Duty Connector SS Screw 15 CAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9M6" to 0 E 9 SDWF2716, SDVVF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T: H8: H1 OA.2, H1 OS, H1 4, HGAI 0 Hurricarl 18 LTS12, LTS16. LTS18, LTS20 Light Twist Strap 6"and heights ranging from 2-5/8"to 11-1/4". -3 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4. HH6 Header Hangers 20 MST27, MST37, MS748, M.5"60, MST72 Straight Straps FL#10007-R8 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 20 Angles 22 MSTG25, IMSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Seo 9 Product Model, Number or Name Product Descrintion 21 LCE4 Post Cap 23 MSTC4895,MSTC66BS Pre -Bent Straps Sea # Product Model, Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATRZ14 Threaded Rods 22 ILS30,1_550,LS70,LS90 Skewable Angles 24 MSTI26, MST136, MSTI48, MST160. MST172 Straight Straps I BA series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUDO-2, ATUD9-:3, ATUD1 4, ATUD11 4-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB, MTS18, MTS2C, MTS24C, MTSSO, MTS30C Mod iu in Twist Stra p 1/8" and herg his ranging from 7-1/8" to 30"� 3 SP318-2, BPI/2, SP112-3. BP5/8-2, BP518-3, BP3f4, BP3/4-3, SPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ26LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Fie4d Adjustable Jack Hanger 26 NCA2xI 0-12, NCA2x12-12. NCA2x8-16, NCA200-16, NCA2x12-113 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-616" to 7- 4 CNW318. CNW1112. CNW516, CNW314, ClAWS/8-1/2, CNW314-518 Coupler Nuts 25 LSSRI.81, USSR2 1, LSSR2,37, LSSR2,56. LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing IM" and heights ranging from 9-1/4" to 24", 6 CTUO55, CTUD65, CTUD66. CTUD75, CTUD76, CTUD77. CTUD87, GTUi CTUD97. Coupling Take -Up Device 26 ILTP4, LTP5 Tie Plates 25 RPS15, RP522, RPS20 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML287. ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24`� 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 RoofTie-Down 50 SP1, SP2. SP4. SP6, SP8 Stud Plato Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314!'Io 7 RTUD3, RTUD3B, RTUD4, RTUD413: RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take-U p Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1/4" to 24', 8 TUD9, TUD10 Take -Up Device 30 MMLU2Q, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLL11211, MMLUI39, MMLU1311 Face -Mount Hangers 52 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5: EG7, EG9 series hangers Top flange hangers available in wdths ranging from 5-114" to 8- 9 TUW313 Take -Up Washer 31 RBC�RBOP Roof Boundary Clips 33 STO, ST129T18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-1J2", 10 URS3 3fS" Uplift Rod Run Tieclown System 32 RST-3 Roolf-fie-Down 34 TB2D, TB27, TB30, TB36, TB42, TB48, T1354, TB56. T860 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/B" to 7- 11 URS4 112" Uplift Rod Run Tiledown, System 33 R7C22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWSIOI 7WE12, 7vM514 Wall Bracing 1f4" and heights ranging from 11-114" to 32" 12 URS5 5f8" Uplift Rod Run Tieclo�,vrt System 34 ETC. STCT, DTC. HTC4 Truss Clips 36 VGT,VGTR,VGTL Variable Pitch Girder Tfedown 7 GLS series hangers Saddle hangers available In x�idths ranging from 3-114" to 6-719' 13 URSO 3f4" Uplift Rod Run Tedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB1 06, WB1 DOC, WBI 20, WBI 26C, WB143C Wall Bracing and heights ranging from B-IfT to 29'_ 36 ZZ Z4. Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in weths ranging from 3-114" to 7- If8" and heights ranging from 11" to 32'. FL#10441-R6 FL#1031-R5 9 HS series In angers Top flange hangers available in welths ranging from 1 -9116" to 7- FL#10447-R5 1f2" and heights ranging from 8" to 30" Sea 9 Product Model, Num ber or Name Product Description §ggl Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114r, to 8-718" 1 D7T2 Hold-down Sag # Product Model, Num bar or Name Product Description 1 CBH2 37x5.5, CDH2.370.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-112" to 28"_ 2 HDC1014, HDClOr22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-114" to 8- 3 HDO8� HHDO11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SD83 Drag Strut Connectors available in Wdths ranging from 1-9116"to M116" and heights 718"arld heights ranging from 7-112"to 32" 4 HDU2, HDU4 HDU5, ADI-18, HDU1 1. HDU14 Hold-down 3 GF3r_ Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in worms ranging from 3-114'to 7- 5 HPA28, HPA35 Stra"llyle purlin anchor 4 HCP1.81. HCF12, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDSz HGU5,5O-SQS. HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8. LSTHDBRJ Strap -style hold -clown 5 HHRC2-2, HHRC42, HHRC42-2 HHRC411 61, HHRC44, HHRO5.2".25. HHRC5.3713,12, Heavy Hip to Ridge Connectors EDE, HGU9.00-SDS 13 HIT series hangers Topflange hangers available in widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9118" and heights ranging from 18" to 26". 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HR= Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flangejoist hangers available invorlths; ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlir anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS. HHGU5.52-SDS, HHGU7 OO-SDS. HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3Z' to 13-1f&'. 10 PAI18, PA123, PA128. PAI35 Strap -style purlin anchor a LSU26, LSSU28. LSSU210 Light Slopeable/Skewable, U Hanger HHGU9,00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in wdths rarging from 1-9116" to 5- 11 STHDIO, STHD10RJ Strap -style hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUE26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5_50110. Face -mount hangers If2" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS7.25)PI0 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed facer-mourit hangers available in Wdths ranging from 3- greater than 2-9116". THAC422, THM26. THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-31,Vtc, 15-3t4". 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9116'to 7- 12 THAI 1.81f22, THAl2 O6f22, THAIZ1122. THA1222, THA1322. THA13522, THA1422 Adjustable Truss Hanger Sized for I-Joisits Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318" to 28", 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4XModels'anly acute flange is Concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1 -9J16" to 7- 14 THJA26, LTHJA23, LTHMA Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU28-2, HTIJ210-2 Faoe-mount hangers 112" and heights ranging from 5-3/8" to 32". 15 THJM2-4-SD63, 7HJM2-5-SDS5, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 11-9116" to 7- 18 ITS series hangers Top flange hangers available in Wdths ranging from 1-91161c, 3- 16 TSBR2-24 Truss Spacer -Restraint 1f2" and heights ranging from 2-7�8" to 19-1/4"- Concealed flange 518" and heights ranging from 9-1/8" to 16'. 17 VPA2, VPA25, VPA3, VPASS, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JIB series hangers Top flange hangers available in wdth of 1-0 6" and heights 18 VFCR Valley Truss Clip greater tha In 2-9/16". ranging from 5-3jS" to 7.114" 10 HUC01.81/9-SDS, HUC01.81fll-SDS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JnA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUCQ41 O-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUC05.25111 -SDS, HUCQ61 0- ranging from 9-3118" to 13-118" SDS, HUCQ51 2-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12MP2020 MM-7, M Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 M-MM", Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated I 2M/2020 For clitact links to all SST approvals listed below, CLICK HERE C= For drect links to all SST approvals listed below CLICK HERE C= For direct links to all SST approvals listed below, CLICK HER For direot links to all 8-ST approvals listed bed(Ay, CLICK HERE For additional information regarding Florida's Statewide ProductApproval System and Marrim-Dade County Notice of Acceptance (NOA). For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA). ry�, Foradditional information regarding Florida's Statewide Product Approval System and Marni-Crade County Notice of Acceptance (190A)� LUQLU=� For additional information regarding Florida's Statewide Product Approval System and Mami-Uada County Notice of Acceptance (NOA), Cf�' 21 LB series hangers Top flange hangers available in weth of 1-9116" and heights FL#1146a-R5 15 SILSVI 56, BILBVI.81 , SILBV2LO6. SILEV2,37. SfLBV2.56. S&BV2.68. SILBV3, 12, Top Flange Joist Hangers 6 SET-XP Adhesive Anchor for concrete ranging from 5-M" to 15-1/8" SILBV3 56, SILBV3.62. SILBV4.06. SfLOV4.12, SfLBV4-28, SILBV4.76. SILBV5.60 6 Strong -Solt 2 (STB2, STB2-48S, ST[32-6SS) Strong -Dolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1 -9116" end heights Sea X Product Model, Number or Name Product Descrufflon IP SILTT20, VOTT24 S/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3il B" to 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MSTOD, S/MST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THID-HESS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 25 LE03 LEG5, LEG7 series hangers Top flange hangers available in wdths ranging from 3-114" to 6- 2 HRS6, HRS8. HR512 Strap Ties 21 SP4, SPI3 5tu d Plate Ties availablevvith hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/2" 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP: DSP� TSP Stu d Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in wdths ranging from 5-114" to 6- 4 THGB2 THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2" 5 7HG02-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 T9D22 Truss Brace Diagonal 8 7iten HD Rod Coupler (THD37634RC, TH050934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9115" to 5- 6 THGW3-3, THQW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOW7158RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THDIC212RH) 25 PF, PFI3, PFDB, PFDSB set" hangers Top flange hangers available in width ofl-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-VS". FL#l1473-R5 FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in wdths ranging from I -9;16'to 7- Seg # Product Model, Number or Name Product Description $act # Product Model. Number or Name Product Description FL#16230-RS 118" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.62-SDSHDG, CCQM4.62-,9DSHDG, CCQM5.50-SDSHDC3, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit: Anchor CCTOM4.82-SDSG: CCTQM5_5O-SDSG, CCCQM3.t32-SDSG, COCOM4,62-SDSG, Sea # Product Model, Number or Nam Product Description 3 H16, H155, H15-2, H16-2S Hurricane Tie CCCQM515O_SIDSG 1 AT-XP AT-XP High-Streingth Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HFTA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4-62G-KT, EOCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Ad hesiye, for masonry 5 HETAI-121 HETAL-16, HETAL20 Embedded Truss Anchor ECCLLQM04.62G-KT ECCLLQMD5 5OG-KT, ECCLRQM03.02G-KT, ECCLRCMD4.520- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Seci Product Model, Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KF, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2Wodge Anchorfor masonry 1 ABA44. ABA44R, ABA46, ABA46R, ASA66, ABA66R Adjustable Post Base 7 HHETA1 6 HHETA20, HHETA24, H HETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5:50, HGUMTOO, HGUM7r25, HGUM9.00 Heavy Masonry Hangers 5 TibLn 2 (TTN2) Tirten 2 Screw Anchor for Concrete 2 ASU44, A9U44R, ABU46. ABU46R, ABU5-5, ABU5-6. ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, _GT3-SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM26-3, LGUM213-4, LGUM28-2. LGUM28-3, LGUM28-4. LGUM210-2. Masonry Beam Hangers 6 Titan HD (THD-H4SS. THD-H6SS, THD-CSOSS) Titen HID Heavy -Duty ScrevvAnchor for concrete available in 304 ABUSBR, ABU1010, AEU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48. LGUM410 or316 stainless steel with hex head, ancIS16 stainless steelwth 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, MFFA40 Embedded Truss Anchor 5 MBHA3.12J9.25, MBHA3.12111.25, MEHA3.569,25, MBHA3.56f9_25, MBHA3.56fll-25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, A04R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.66/11.88, MBHA3.56i1 4, MBHA3.56fl 6, MBHA3.56118, MOHA5.50/7 25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 EC4, BC46. BC4R. BC6, BC6R, BOB, EC52-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5-5Of9.25, MSHA5 50111 25, MBHA5�500 1.88. MBHA5 50114, MBHA5 50116, 6 C944� C648, CS48: CB66, CBS8 Embedded Column Base MBHA5.5Of18 7 C9SQ44-SDS2 CB5046-SDS2, CBSQ65-SD52. CBSQBQ-SD,92, CBSQB&SDS2 Embedded Column Base 6 MBHU3.55/R.26, MBHU3.56111,25, MBHU3 5eil 1 88. MBHU3.W14, MBHU3.58/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-1/2" and FL#lJ49Q-R5 MBHU3.58118, MBHU66019.25, MBHU5.50111.25, M131-11-55C111.88. MBHU5.50114, W2 ranging from 3-518" to 7-112" MBHU5.50116, MBHUS.50/18 Sea 9 Product Model, NUM ber or Name Product Description 9 CCQ-SDS2.5, FCCO-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1f2" and $act # Product Model, Number or Name Product Description 1 X-3491016-5K, X1S1016,X1 91018.4K, XCIS1018, XQ1 F31016-4K 910-16 Strong-Dnve,X Metal Sell Tapping Screws with #3 W2 ranging from 3-518" to 7-1f2" I OTTIZ Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CP788Z Concealed Post Tie Base 2 HD12; HDI9 Bolted Hc1downs FL#i3975-RQ 2 XLQII 4TI224, XLQ1 14BI224-2K 912-24 Strcng-Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44. EPS46, EP566 Embedded Post Base 3 HE)3B. HD5B, HD76�. HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, H-T75, HTT5-314 Tension Ties Seg 9 Product Model, Number or Name Product Description 3 XM01 14SI224, XMQ1 14BI224-2K B12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LC644, LCB66 Embedded Column Base 5 LTT1 9, LTT20B, LTT131 Light Tension Ties I SDW22300, SOW22338, SDW22435, SDW22458. SDW22600, SOW22600. SDW22638. 5froding-Dirrve SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDM2634 4 X0114$1224. X0114BI224-2.SK, XI 14S1224, X011 2SI224: XQ1 12131224-21K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MPB447, MPB667, MPB88Z Moment Post Base 2 SDWCI 5450. SDWC1 5600 Sbrong-Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46. P666, PB66R Embedded Post Base FL#1362$-R5 3 SDWH193OOD8, SE)WH10400DB, SDWH1ll SDWH19800L)B. SOWH191000DB Siong-DrfveSDWHTIMBER-HEXSorek�t 5 XU34S1016. XU3481018-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH27400G. SDWH271300G, SDWH27800G, SDWH271000G, SDWH2712OOG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBV6. PBV10 Round Post Base Segill Product Model, Number or Name Product Descrintion 5 SDWS16212, SDWS1 6300, SDWSI 6312, SDWS1 6400 Strong -Drive SDWS FRAMING Screw 19 PC44-16: PC46-16, PC48-16. PC64-16, PCBB-167 EPC44-16. EPC48-16, ERC48-16, Post Cap I SB5/Bx24, SB7/5x24, SB1x3O SB Anchor Bolts 6 SDWS19800, SDWS19712, SDWS224DO,SDWS22500.SDWS22512, SDWS22500. Strong -Drive SDWS TIMBER Screw (interior Grade) FPC84-16, EPC88-18 2 SSTB1 6, SSTB20, SSTE24, SSTe28, SSTB34, SSTS36, SSTBI 6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SOWS221 000, SDWS221 100; SDWS221200; SOWS221500 Fl�#1 20 PC4Z. PC4RZ, PCt5Z, PC6RZ, PC8Z, PG8RZ, EPC4Z, EPC4RZ, EPCBZ_ EPC5RZ. EPCSZ, Post Cap SSTB28L 7 SDWS223O0DB. SDWS224CODEI. SDWS225000B. SIDWS22600013, SIDWS2280ODB, Strong -Drive SIDWSTIMBER Screw (Exterior Grade) EPC8RZ SDWS22100ODB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post ease 8 SDWS22312DBB, SIDWS22512ID9B Outdoor Accents Structural Wood Screw I D,9SCB43-5 DSSCB46, DSSC848. DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS274OOSS, SOWS2750OSS, SDWS2760OSS, SDWS278OOSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB435 FCB45.5, FC84T5� FCB49,5. FC8411 �5 Bypass Framing Fixed -Clip Connector SDWS271 GOOSE, SDWS2712COSS 3 FPHSD34SIC16, FPHSD3481016, FPHS034B1O16 5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFE Self- Seq X Product Model, Number or Name Product Description 1D SDWV13400 Strong -Drive SIDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B12145K Drilling, Tapping Screws FL#110866-R5 1 CMST12; CMST14, CMSTCIO, CS14� GS16, CSIS, C820, CS22 Colled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2_25, LSFC4.25, LSFC6.23, SFC2.25, SFC4,25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 0 a) E ILSSC4.25, LSSC6.25, SSC2.25, SSC4.25; SEC6.25, MSSC2 25, MSSC4.25, MESC6.25, Steel Stud Connectors Sea # Product Model, Num bar or Nam Product Description MST148z MSTISO, MST172, SIMST27, SIMST37, SIMST48 MSSC4.25KW1 MSSC6,25KW 1 FLA, FSA Foundation Anchor 3 HTS16, HTS20, HT-524, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363�F!3 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S, RCKW5 BE Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Slaps 43 mil (IS g a) 7 SC843.5, SCB45,5, SCS47.5, SCB49,5, SCB411.5, MSCS45_5� MSOB47 5 Bypass Frauning Slide -Clip Connector 3 GH40-6. GH46-8, GH48-6, GH48-8, GH410-6 GH41C-8, GH66-6. GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST21 15, ST2215 Straps 33 mil (20 g a) Sea X Product Model. Number or Name Product Description 8 SCS?2-5197. SCS62-6107, SCS52-5(l 18, SCS82-51118 Bypass Fradming Connector 8, GH61 0-6, GH610-8 6 LSL)BH3.25z SUBH3.25, MSUSHa.25 Bridging Connector I AS 18. AS 18S5; AS 18313 16 pa. Truss Plates g SC'u%G.25, SCW5�5 Head -of -Wall Sld�Clip Contractor 4 GLB5A, GL55B, GLB5C, GLB50, GL137A, GLB713, GLB7C. GLB7D Glulam Bearing Plate 7 LTIP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC1 0.25, MSJC8 25, MSJCI 0.25 Steel Joist Connec�bfs 5 GLBT512, OBLTS12, GLB7518, GBLT616, GILDT520, GBLT020 Glulam Bearing Flats 8 UTS12, LTS16, LTS18, LTS20 Light TwistStraps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBS, HGLOC. [101-130 Heavy Glusm Bearing Plate 9 MSTA�Q, MSTA36. ST5215, ST622* STO, STI 2. ST1 8. ST22, MSTC28, MSTC40. MSTC52 Sldraps 54 mil (16 ga) 4 ASHIP Hinge Plate Connector 12 XLSH34B14I4, XLSH7ZB1414 #14-14 Strong -Drive XLSH Shouldered Sellf-Drihng, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST82M Straps 68 mil (14 ga) Screwss 8 UFP10-SDS3 Universa I Foundation Plate 11 MTS12, MTSI6, MTS:18. MTS20; M7S3O, MTS24C, MTS30C Medium Twist Straps 13 XQIS101 6, XQI 21016-4K, XQ181214, XQ1131214-3.SK, XQ78S1224, XQ78BI 224-3K, 410-16; 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundaton Plate 12 S/131.50, SIBI 81, SfI32.013, SIB2,37, S1132.56, SIB2.68, S1133.12, vw.56� SIS3.62, S/134.06, Top Flange Joist Hangers FL#15730-R4 X01 14S1 224, XQ1 14B1224-2.5K; XQI 12SI224, XQI12B1224-2K, X34B1016-5KT Tapping Screws S;`24,12, S1134,28, SfB4.76, SIB5.50 X181 016, XIBI016-4K, X1SI 214r X1131 214-3 5K 13 SfBA2,12J8, SIBA2.12/10. SIBA2.12/12� SIBA212/14, SIBA4.18/8: S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model, Num ber or Name Product Description SiEA418112, SIBA4.18/14 I rT-HP Adhesive Anchor for concrete 14 SfH1A Hurricane Tie 2 GAG, GDP, GE)PM-50, GDPM-75, GDPM-I 00, 0 DIPS, GW-50, GW-76, GWA 00, GTH Gas -actuated fasteners and assemblies 15 SJHD88, S/H08B, S�HDIOS, SIHDIOR, SIHD15S, SfHDI59 Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, RNW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners.. threaded studs, and assemblies 16 SfHDU4, SIHDU6, S1HDU9, S/HDUI1 Holdowns PDPAWL-MG, PSVLS, PSVL3LK, PCLIDPA, PEGLDPA, PTRHA3, PTRHA4 17 SfJCq, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete March 6, 2023 Cn > 0 C- 0 CL c- C= 0 0 L_ c co -0 0- U) (1) -0 0 0 -0 0 c U_ a) CU Cn .- C 0 -0 .0 0 M E .+- 0 > U) a) Cn %_ Co "0 0_ U) L. CD (D > C:) > L_ CL 0 CL < 0 C/) M < -0 0 LU Z SHEET NO. PA 1 .3- J i V-TF-- - il i I-] it T L- -- I 1 11 I'l I FF MIAMI. WAM-DADECOUNlY PGT Industlies. Inc. PGTIndustriesjur, U) —00 (3) > C- 2 _0 C= 0_ 0 PRODUCT CGLYMOL SECTION PGT1adn&tAes.Inr- :a- Uj 'CE CL 0 11W5 SIAT26 SfteeL, Room 2H NOTICE OF ACCEPTANCE. EX CIE SUMMED - IDEN OF.ACCEPT.4,N 5 T 111T1 NOTICE NCE:EVIDEN SUBA D Ln co -0 DEPARTAffENT OF REGUIATORY AND ECONON-11C RESOURCES OtER) Mi=L Flonda 3.3175-2474 B40LARD AND C ODE ADMiNCISTRATIONDIXTISION T(M�0LS2510 FC-796),315-259S NOT ICE OFAC CEPT-A-NCT: EVIDENCE SUB 3HITED C- C2 U) NOTICE OF ACCEPT-4-NCE 1. Evidence submitted under preAiaus NOA D. QUALITY ASSUIRXNICE LA_ Co -M Cn (N,'OA) A. DRX"T, iGS B. TESTS (continued) Tn cc = 1- Ylia� D2deDepartmentof Regulatory and Economic Rrsowces. (R-ER)_ cn C-4 1W 9 _tph W Q —0 0 PGT Indastries, Inc. 1070 Technob&v Drh-e. 1. Mana[acturers die dralarings and sections. 5 Test report on 1) Air Infiltmfion Tes:i. per FBC_ TAS 202-94 0 " = 0 North Venice. FL 34273 (SWbinifted underA-0.4 No. 11-0107 0-4) 2) Umfofm StaticAir-Pressure Test- per FBC, TAS 29-7-94 E. KXTER-LA1 CERTIRCATIO'N'S E 0 _S r- OPE: 2 Dmving -No.-IM-5570.0- titled "N'tayl Sliding Glass Door NOA sheets 1 3) Water Resistance Test, per FBC, T.kS 202-94. ,t 7 L Notice of Acceptance No. 1_"6528,14 issued to Vision F_xtiusion Lfialited for t = .- 0 — +- Co M3NO-A is being issuedunde-r the applicable rules and m gulations goveming the use ofronsituctionmaterials- The h 1211 of2 I z prepared by mamificturer. el throug dated 10,IDS' 5. with remision Adated 4) Large Nfissde Impact Test per FBC, TAS 201-94 "Tkke Figid PVC Exterior Extrusions for W indows and Doors". dated 0&13/15. '13.45. Co 0 > .(n -0 E 0 documentation submitted has been reviewed and accepte&by Miazm-Dade County RER -Pfodwt Control Section to ymnMiller- P.E. 04;05il7, signed and sealed by A. L� 5) C vchc Wind Pressure Load ing per FBC, TAS 203-94 on 09.30)l 9. C/) 0 (D _+� CL be wed mINEamiDade Couuty-mW odwrueaswhere allm-edbythe.Authority. Havin _AJwi-i&tkm(AHJ). Foxed Entry Test� per FBC, 6) TAS 202-94 2. Notice of Acceptance No. 16-MO,08 Lssued to Vision F_xtrusion Lirnited for t AE E U) C_ Co This NOA shall not be valid after the expiration date stated below, The'Miami-Dade County Product Control Sectkw. B. TESTS abnag with marked -up draivings, and installation dagram of vwfl sliding glass door, prepared 1060 Tan 202 and k-hrer Shades Ripid PVC Exterior Extrusions for CD U) (In lMami Dade Cminty) an&oi the AIU (in areas other than Mum Dade County) res e rve theright to: have this 1- Test report on 1) Unifom Static Air Presstme Test, per FBC., TAS 202-44 by Fenestration Testing Lab, lac., Test Repoli No.. FTL 8549- dated I IUdq5- signed and Windows and Doors-, dated 111M 1 �6. expi&g on. 12,29,Q L product ormateiial test;ed for quality a muranceputposes, If this product or material fails to p'effM-mLin the a ccWed Large Missile Impact Test per FBC TAS 201-94 se2led by Idalmis Ortega, P, E_ (Test report revised on 11�04A5 and 021111,16) 3- Notice of Acceptance No. 1-54528.15 issued to Vision Extrusion Limited for their manner. the manufacturer will incur the expense of nwh te-sting and 1he.AHJmay mmediatelyrevoke- mo dif�,% c, r p 3) Cyclic W, ind Presmare Loading per FBC., T-AS 203-94 -6- Test reporton I)AirinfiftrationT est, per FBC_ TAS 202-94 -Brown Coated (Pabted oi- Laminated) White Rigid PVC Extmior Extrusions f" suspend the use of such product of material witliin theirjurisdiction... RER reserves the fightto revoke, this along withmarked-up drawings. and mst;illation diagram ofvinyl sliding glass doorplepared 2) Uniforin Static Ak Pres=e Test- per FBC- TAS 202-94 Windows and Doors'". dated 0&13/15� expring On 0930119. acceptance. if it is determined byMiami-Dade CouWPvx1uct Control Section thatthis product or material fails to by Fenestration Testing Lab� Inc.- Test Ftepoft No. FTL 8717, dated 1 IMTI 5, signed and 3) Water Resistance Test- per FBC, TAS 202-94- 4. Notice of Acceptance No- 16-0712.02 issued to-ENERGI Fenestration Solutions USA, meet the feL quirements of the applicabk- building co&- This product is approvedass desenbed herein and has been designed to comp�yuriih the Florida Building Coder - sealed by Idalniibs Ortega, P_ E - (Test report revzed on 01-15,,16 and 01'24! 16) 4) Large Missile In4mct Teg pff FBC, TAS 201-94 r- L`TXN 1649 and Lighter Shades Rigid lnc� for thei FVC Exterior including the 11iph Velocity Huffwane Zom_ per FBC_ TAS 202-94 Test report on I)Air Infiltration Test. - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Emtr-usions forWindows and Doors" dated 09,15116- expiring nO2O4 1 1 go �' 12 1. DESCRIMON: Series "."557W2770" Vinyl Sliding Glass Do" (Reinforced) wilwo 9011 & 13151 corners-L-MI. 2) Uniform, Static Air Pressure Tesl� per FBC, TAS 202-194 along with marked -up drawrings and instm1htion. diagram ofvmyl sliding glass door, prep�ared 5. Notice of Acceptance No- 1"71244 issued to ENFRGI Fenestration Solutions USA, `Bivnze A"Ro N -.kL no c L-w.N-T. Dra wi ng - 55- 71) 0 Re Y R title d L'Vin)4 Shd in g G1 as a Doo r N 0 A (L.Ivr) I I sh eers 3) Water Resistance Test, pex FBC, T_kS 202-94- by Fenestration Testing Lab, Inc- Test Report No. FTL 95-52- dated 12/04(15, signed and Inc- for their and Lighter Shades of Cap C oated Rigid PVC Exterior �, - 1. dir o uo 2 1 o f 2 L p repa re d by in anufai m u Ter, date d . 10,10 5)l 5 al ad last mised on 0 n 1 /211, s igned 'and sea led by 4) Large NfissileInipact Test per FBC, TAS 201-94 sealed by Idilmis Oftega, P. E.. (Test report revised on 02.115,-2016) Extrusions for, N%Ind ows andDoors" dated 09/15116, expiring on 04�`16;210. A. Lynn 'Miller, P_E_ bearing the Xfiami-Dade GountyFroductControl ReiAsion stanV with theNotice. of 5) Cyclic Wind Pf es;mffe Loading per FBC- TAS 20344 7. Testreporton 1) Unifolm, Static Air Pressure Test., perFBC TAS 202-94, 6- Notice of Acceptance No- 16-0712.0,3 issued to ENERGI. Fenestratimsolutiom USA, -NN'like Acceptancenundberand expiration date by the Marni-Dade Czujuy F!roduct Control Section. y Test, per FBC, TAS 202-94 6) Forced Entr - 2) Large Missile Imp2ct Test per FBC, TALS 201-94 Iac_ for their Rigid P1k'C Exterior Extrusions for Windowsand Doors"' dated z XIISSILE LNIPACTRAMG. Larot and -Small A Impact Resista nt ia glass door prepared along withmaiked-up drawings and installation di gram ofvufi sliding 3) Cyck Wind Pressure Loading per FBC. TAS 203-94 O&AG17, expiring-on 01128ag- -fissile bV Fenestration Testing Lab, Inc_ Test Report No. FTL 8546- dated I signed and along w -Ahmarked-up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reportsNo(s). 10-W2-792(A), IM&M,0527,535753-09. perASTNIE-84, Limitations- L Seetable I (sheet 17) and table 2 (sheet�) fzrapphcabkSGD unit -sizes, design pressives, rein.f=emeuJStYj)es. sealed by Idahnis Ortega, P_ E. (Test report rewiwd on 0 1 iO4/1 6 and 021A 1,2016) by Fenestration Testing Lab- Inc.. Test Repoli No. FTL 6639 (iiamples A-1 thru A-22). dated ASTIMD 1929 and ASTNM�635. issued by EXOVA toVision Extiusswu for cellulosic dass. types� sill riser (see tables B-1 & B-27 sheets 7-8) and anchorlayout shem requirements in 11 thm 16- 3, Test report on 1) Ar Infiltration Test, per FBC_ TAS 202-94 1 L119110, signed and sealed by Jorge A_ Causo� P. E_ (Snbuiftted under.21VOL-1 No. 11- composite nmterw_ I - Rigid White FVC, Tan fNzon-white) Rigid FV C andBruwn coated (Painted or lammate(�)whife R�zidPVC to be 2) Uniform Static Air- Pressure Test- per FBC, TAS 20-9-94 61070-41 (Su b in lited' un der X 0A A-& 11410 7 041 z labeled per fefx�renced NO-A'srequiremEnts. 3) Water Redstance Test, per FB C, TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC TAS 202-94 8- Notice ofAcceptance No. 14-0916.11 issued to Kuraray Ainerica_ Inc- for their 3 7,. Egress operable. doors -mmt ecmplywith min clearwridthof he�ghtperFBC re-qttirement. as applicable- 4) Large Mis sile, -Impact Test per FB C � TAL S _2 0 1-94 1 UnifGnn Static A�r Pressure Teg. per FBC, TAS 202-0-4 "Seami-Glast (Clear and White) Interiaver', expiring on OT'04/1 8. 4. PGck-et-walls under separateapproval, to, be reviewedbyBuildin gofficial 5) Cyclic Wind Pressure Loading pef FBC. TAS 203-94 3) Water Resistaw.,e Test, per FBC- TAS 202-94. 9. Nctice of Acceptance No. 16-1117,01 issued to Kuraray America, Inc. for their LABELn. �G: Each unit shall bear a permanent label with the niamdacrui&5, name, or logo. city, state.and Series and 6) Forced Entry Test, per FB'C , TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 -Tramfo, W IlWaclear. Clear and Color PN'B Interlayers-, expirig on 07J0&19� following statemmat'Miami-Dade County Product ContralApproveW. noted herein- along with marked -up draurings and irL5L_jMtjc1nL diagram of vinyl sliding glass door'L prepared 5) C yclic V6md Pressure Load iag per FB C, TAS 2 0-3 -94 W RE-N-EWAL of this _NQk shall be considered after a f eneUAIL application. has been filed and there has beenno � Test Report No- FTL,85r7 . dated 12,104115, signed and by Fenestration Testing Lab., Inc, 6) Forced Entry Test, per FB C, TAS 202-94 F� STATEINEENTS change in the applicable building code negati-%,Tly aflecting the performance of this product- sealed by Idalinis Ortega, P, E. (Testrqport m. -ised on 0211516) along with matked-up drawings aud installation diagram of %nnyl slidirig glass doo:r prepared L Statement letter of conformance with. FBC�,;tk Edition (2014) and FBC-4*Edition TERM.LN-A"HON"of this NOAwill occur afterthe expiration date or if them has been a revision.or chang)t in the 4. Test report an 1) Air Infiltlation Test � per FB C IAS 2,02 -:94 by Fenestration Testing Lab, Inc- 7 Test Report No- FTL 6337 (samples -A- I thru A-5). da ted (2017� issued by manufacturer- daled W14,117z signed & sealed by Lynn MMff. P�E_ I - materials, use, andlor mamL&cture ofthe product or process- Min� ofthis NIOA as = endorsement ofam�yproduct, 2) Unifonia Static Air Pmssure Test- per FBC_ 1AS 202-94 1.2,106ilOr signed and sealed bv Jorge A- Cam. P. E_ (Suhmived underNO-4 A'& 11- 2- Statement letter of no financial interest, dated 04/1 & 1 7� issued by mamifacturff_ signed for sale s, a &-ertising or any otherpurpxies shall autamefic ally term�inate this N, OA. Failure to comply -with airy 3) Water Resistance Test, per FBC, TAS 2027- 94 0101-09) sealed by Lynn Miller, P I - wctionofthisN0AshaUbe cause ibrterinkafim and renioval ofN0A. 4) Lxge MsWe Impad Test X FBC, TAS 201,94 3- Letter of lab compliance, part of the above test reports. IDNT-RTISE-NM --Me NOA numbei precededby the nrords1ft -Dade Cotinly- Flonda� and followed by the NT -am 5) Cyclic W, ind Press -we LoadingL per FBC. TAS 203-94 C. CALCILTLATIONS 1 RER-Test Proposal No. 17-0387 dated 05JD511 7. signed by Ishaq CIianda- P.E_ expimtiondaf.eniqbediqAay*dinadxwhsingliteratu;re. If anypodionof the NIOAisdispkyed, then it sha , 11 be 6) Forced Entry- rfest� per FBC, TkS 202-94 L Anchor verification calculations and structural analysis, con*4-ing with FBC-2014, 'and donem" its entifew- Y along with marked -up drawings and ilista.11ation dia glass door- prepared gram of ifinyl, sliding g prepared by PGT- dated 12'�U9�15 last rexised on 02,11.5,16- signed and sealed by G. OTHER 5 LN'SPEC-11ON: A copy of this eatireNOA shall,bepro-,ided to the-aserbythe mantifactumer or its disufttors and by Fenestration Testing Labr Inc., Test Report No. FTL 8548, dated 114)4il 5- signed and -ride 0 And=yLlfifferP.E.(SzibjrjhYo,,dri rN ANo.15421a.6;). L Notice of Acceptance.No. 15-1210M, issued toPGTIndustriesfdr-their Selies shaH be available far inspectimat thejob site at Ike reqaest of the Building Official. sealed by Idalniis Orteg,,.,4 P. E.. (Test iep;ort m'Tised OnL 0 1 M4116 mid 02111116). 1, Glazing cotnplies with ASTME-13001-09. `4 -5570J2770" Vinyl -Sliding Gbrss Door (Reinf orced) LALLt- exp on 0444,21.1 king This NOA revises &-renews, INOA#20-0429.05 and consisft of thispage I and e-6dencepages E-1- E-1 E-3- E-4. 0� E-5 & E-6 as well as approinal documentmentionedabove- Isha q I Clia"3, PIE. Ishaq L Chanda. PX, Is -ha q L Chanda, P1 The si*rnitted dccurneniiaticn,.ims reviewed by Ishaq L Clhan4 PJE. Product Control Unit Super-mor PrOdUCt Control rRit Sup*msor Product Contr-61 Uwt Supen-isor 1% 1 o. NOA N NO. -I 'A TOA N Na. 21-020,9,Q NOA No. 21-020�6.03 KAHMADE CIOU Expiration Date i Aprill4,!G26 ExpiratimaDatu April 14,2026 Expiration Date-, April 14. 2DIE Expiration Date� Apri]14,2026 Z Approv�il Date? Nia rok Ii;, 2021 -Approval Date- Ifarch 255, 10! 1 -Affroval Date; Afarch 24)2l _�pprora I Date: Alarch::5,2021 Page I E -1 E-2 FGTIndustries.Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPT-A-NCE: EVIDENCE SI'IBMITTED NOTICE OF ACCEPT.kNCE: EVIDENCE SUB-MITT1,I) NOTICE OF ACCEPT.kN,CI: EVIDENCE SUB W-TTED 2. Evidence Submitted under pre-dous submittal E. -MATERIAL CERTIFICATIONNS (continu,�) 3. NewEvidence S-mbinitte d 5. Quanex Part Super,, Spacer -Standard ipomplying, with AM C518 T-hefmal Conductivity A. DRMIT�_'GS OMI BIU-inJhr. -ftm-T, ASIM F 12249 W�9.R-Pass, ASTM D3985 Oxygen --- Pass, ASTNI E A. I)KA1117PiGS 1. Drawing No. AO-55 70.0 Rev-R. titled' -Vinyl Slid ing Glass Door NOA (L Waf sheets 2190 I.G_ Dkzrability-No Fog -Pass. (Submilled IM409.05� 1. Drawing No-AED-5-1570.0 Rev B, titled -13'inyl Sliding Glass Door-NIOA (LMY', sheets 1 1 through 21 of 21, prepared by mamffactufff I dated 1 OYD5/1 5 and last revised on through2l. of'21- prepared bylimufacturer, dated 1M515and last revised on O.MV21- 04�22120, signed and sealed by A- Lynn Miller P_E_ 6. Quanez Part Dwaseal complying with ASTIM C518 Thermal Conducthity 2.22-29 BTU-ini signed and sealed by A- Lymn Miller, P.E_ Cn hr_-fF'-'F, AS-24 F 1249 1XVIR-Pass- ASIM D 1434 Ajycm Perrimance-Pas& ASTM E - This rev- ' Ists repbement Note, 151011 cons of same existing installation Kim, with flat head. B. TESTS 2189 1G. Durability -No Fo& ASTIM E 546 Dew Point Developn=t -20-F in 48 hrs� es, per FBC.. TAS 202-94 1. Test reports on- 1) Aii-InfiltrationT t- ( Sir a) 2) Unif= Static Air Pressure Test, Loading per FBC- TAS 202-94 7- NFision Extrusions- Ltd- Parts conlPty-ing with PVC-AAMA 303-13 - Voluitaty Specificatm B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polymyl Chloride 0?V'Q Exterior Profll, es for V ision Fixtrusions- Ltd. -VEX- I by L N-oneL. 4) Large Alissile Impact Test per FBC.. TAS 201-94 AAMA, Fenestration Exterior Profile Certification Program (Subinhyrd under.N0.4 X6. 15- 5) Cye& Wind Pn-ssuleLoadingper FBC, TAS 203-94, 040-9. #�) C1. CA-LCUL-ATIONS along with marked -up drawings and installatica diagram of all PGT Industries, Inc. 8.. Vision Extrusions, Ltd. Parts complying with, PVC-AAKk 303 -13- L Narie� 40 representative units listed be -low and tested to qualify Dowsil, 791 and Dowsil 983 silicoltes, (Subrit iffed tinder NOANo. 15-6-16A 05) (1) W prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9- PVC -A -AMA 303-13, Vohmtary Specif=itim for Ri id Polyvinyl C-blaoride (FVC) Extenor D. QIT.ALHY A&WRANCE FTL-789-e. PGT PW5520 PVC Fixed Window (unk 6 in proposal). dated 00M3,44 Profiles for Vision, Extruslom- Ltd_-'VEX-1 by AA2v1A Fenestration Exterior Profile, 1. Mmmi-Dadt Department of Regulatory and Economic.Resmirces, (RER)_ U) FTL-20-2107.1, PGT SGD780 Aluminim Sliding Glass Door (unit 7 in proposal) FTL-20- Ceilffication Program. 2107.2, PGT CA740 Akum Outgving Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 184217,14 issued to Emergi Fenestration Solution, USA. Inc. for E, ',%L4,TERL4LL CIERTIRCATIONS M 2107.3, PGT P%77620.A Aluminum- Fixed Window (unit 9 in proposal) and FTL-2 0-2107.4- their ---Yan -1040 & light shade (non -white) White Rigid PVC Evedor Extrusions for L Notice of Acceptance No. 19-0305.02 issued to Kuraray America, 14c. for their > PGT PW7620A Ahmmm Fixed Window (unit 10 in proposal) dated OT1120- all signed Windaws and Doors . u4nmg on C2,104,21. "Tros Holt Ultrack-ar, Clear, and Color PXB Glass Interhyers expiring on 07,08L?4- CU 0 and sealed by Idalmis Ortega- P-E. 11- Notice of Acceptance No. 1"122.02 issued to Enerp Fenestration SoMon, USA- Inc ' for L 2. Notice of AcceptanceNo. 17-0808.02 issued to Kuraray- Amwnca, 1�c. for their their series "White Rigid PVC Exterior Extrusions for Windows and Dooi-37. expirmig on "Sen"-Glav& (Cliar and'"Ifti) GLiss Interlayers", expiring on 07ANZ23- > C. CALCULATIONS -with 71b 0 2,2 8,12 3. -.Notice 1, Notice ofAcceptance No. 18-1106.10 issued to Vision Extrusions Limited. for their "Brown 0 CL < 1 Anchor verification calculations and structural ma�,sisr comphmg FBC 11 of Acceptance No- 2"203 03 issued to Energi Fenestration Solution, USA,.Inc. for Coated (Panited or Laminated] INIfte Rigid PVC Extedor Extru skinsf or 11,71ndows Edition (2020) dated 04021,20, prepared by manufacturer, signed and sealed by their 'Bronze & light shade cap coated White, Rigid PVC Eneilor'Extrusions for and Doors,-- expiring on 093V_4� C) AnthonyLynnMiHer. P.E_ , NVindowsandDoors-i expiringonG4,116,25� 4- Notice ofAcceptance No, 18-1106.11 isswd toVision Extrasms Limited for dim series =3 2- Glazing con#ies with ASYM E 1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter -shades (_Non-'%1TbJt#) Rigid Cellular PN�C Exterior _0 D. QUAL, M- AS5 S UKA _N` C E r. STALTEXIENTS Extrusions for Windows and Doors7_ expiring on 12,250,12 1 0 Miami -Dade Department of Regulatoryand Economic Resources (RER), 1. Statement letter of oDliformance to FBC 711 Edition (2020), dated 04,22,20- issued by nuk actuff, signed and sealed by Anthony Lynn Nliller, P_E_ F, STATENIENTS E. ALXTERLAL CERTIHCATIONNS 2. Statement letter of no financial interest and of independent -issued by mainifacturer- dated 1- Statement letter of wnfofmance to FBC 71 Edition (20.70), daied 01,01,21, issued by 1. Notice of Acceptance No. 1"3055.02 ismed to Kuraray America, Inc. for their . 0-411 &Q 0, signed and sealed by Anthony Lynn Millu, P.E_ nuoffacturer, signed and sealed by Anthimy Lynn Miller, P -E. "TrosifoM.- Ultraclear. Clear, and Color PVB Glass Interlavers". expiring on. 3. Private Labeling Agre-ement docunient befteen PGT dated 03.30JI5 and signed by all .2- Private Labeling Agreement dated 01%,121 between PGT Industries, Inc. and CGI 07eIM24. tavolved parties, Windows and Dom Inc., signed by Dean M. Ruark, P.E., V,P. Eng gmeering, on behalf of rn 2. 'Notice of Acceptance No. 17-080M issued to Kuraray America,, Inc. fortheir "SenttTGlavt < (Cif ar ad Wlifte) Gbsi latertayers". exp�kg, on 07/04123. G. OTHERS, 3� Notice of Acceptance No. IS-11W10 issued to Vision Extrusions Limited for their "Brown 'V�rhite 1. This NLOA revises NO.A.# 17-0420.06ayVTw,�CGI) and updates toFBC-2020 (7*Editiori)� G. OTHERS Coated (Painted or Laminated) Rigid PVC Exterior Extrusions exp hug 04�q 1,,2 1 1- This NOA re-xises & renews IN-0.0 20-0429.0-5 (PLA w/CGI), e4iiring ".114AX for"Windows and Doors", expiring on 0930.24. 1- RERTest proposals #19-1155 dated 01110,20 approved byIshaq1- Chanda-P-E. expiring 2. The cument associated PLA CGI file #2 1�02 expiring 04,114!26. CZ 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extriisions Limited for their senes "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Celhilm. PVC Uj 2 Exterior Extimsions. for W`lndows and Doors", expiring on 1129t2 1 < Ishaq L ClazdXL PZ Ishaq L Chmttat PX� z IA-aq 1. Chanda. P.E. ProductCantrol Unit Supervisor _17NOA Product Contr-ol Unit Supenisor ;E -r-risor Prodpet Control Unit Supt -No, 21420F 03 NO.A. No� 21-9205.03 < IWOA No. 11-0205A3 E_,qirAdou Date- April 14,2026 Expiration Di4e. AprU 14, 2026 ExpiratianDaut -April 14,2026 Appro-VAIDate- L �,4, I ", 20 A-pproval Date i Xf arth IS .1 __j CL Approval Datc Afarck 26, 10 2 1 E-5 -6, E 4 SHEET NO. March 6, 2023 PA 1.4 --IT--, -_ Ti —TF--TT-- --ff— — I I I F 1� I , FF U) CU (3) _0 > C— (D 0 =3 MIAMI- MIANU-DADE COUNTY =ED Cn C= L_ CL o 2 CD_ PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LL CU -0 n DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 a) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C= _+� (D U) -cz NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. _J EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 > C, J5 (3) -0 0 C 0 0 U) Cast -Crete USA, LLC 632,4 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 C: Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details ", shee I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", she of mc= = 0— U_ M M prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled prepared by Craig Parrino, P. E., dated March 24, 2 003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast- Crete 4 ", 6"& 12" .!2 Q: I% C) M 0 -0 > SCOPE: "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, tilled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables" sheets I Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 061122 a CJ 0> E a) L_ 0 " This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, RE., datedMarch 24, 2003, last revision 41 daledApril 28. 2003 both through 3 of3, prepared by Craig Parrino, RE, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114. =-- 0� E �j = C/) _,-, C, a 0_ 0- The documentation submitted has been reviewed and accepted by Miami -Dade County RER� Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, RE, on C 3: cc C_ 402 U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012, B. TESTS 3: M -0 CJ W . — (AHJ). 1. Test report onflexural testing on 4", 6" & 12 "Precast Concrete Liniels Filled and B. TESTS 1. None. C= This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-5-29-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 304044, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perforin in the sealed by Christopher A. 11amon, P.E. C. CALCULATIONS prepared by Craig Parrino, RE, signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and theAHJ may immediately revoke, 1. Mo n e, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCI.TLATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Casl-Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. .1vone. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4",611 & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT, Drawing No. FD4612, titled "Precast and Prestressed Lintel Detai Is", sheet I of 1, 1. Quality System Manual./or Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER L Letter ftom Cast -Crete USA, Ina, dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002, 1. Letterftorn Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parriiio, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 20 1.4, 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 stamp with 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. Xone. z NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a pen-nanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. Alone. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision datedMarch 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1, None. 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 of this NOA as an endorsement of any C. CALCULATIONS L None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with y and Economic Resources (RER). 1. By Miami -Dade County Department of Regulator mi any section of this NOA shall be cause for termination and removal of NOA� 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Adiami-Dade County Department of Regulatory arid Economic Resources (PER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Mianii-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIA.L CERTIFICATIONS F. OTHER F� INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above, The submitted documentation was reviewed by HeInty A. Makar, P.E., M.S. Makar, P.E., M.S. _e��,jMelmy A Makar, P.E., M.S. 4::�-Melrny A. Makar, P.E., M.S. Pro(Yuct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor &� I NOA No. 20 -0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20 -0630.15 /X,� �Llggafyl; =MW h, Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date- 09/11/2023 Expiration Date: 09111/2023 Approval Date: 08/20/2020 ApprovalDate: 08/20/2020 Approval Date: 08/2012020 Approval Date: 08120/2020 Page 1 E-I E-2 E-3 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. None, 1. None, B. TESTS B. TESTS 1. None. 1. Mone, C. CALCULATIONS C. CALCULATIONS 1. None. 1. Xone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Afiami-Dade County Department ofRegulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS A-0 .1. None. 1. Mone. F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E� 0 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, tilled "Cast -Crete 4 ", 611 &,12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 qf3, prepared by Craig Parrino, P. E., dated March 24, 2003, last _+__J revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 2Z, 2019. =3 0 B, TESTS 0 1. None. L_ C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Aone. F. OTHER 1. Article of Conversionfor a name change. LU C41elmy A. Makar, P.E., M.S. r/ Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 M Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 0812012020 Approval Date: 08/20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 /_ —Ec I PRODIIC r EA'AL 2 /Ti-LI olm TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST REPORTS: - - VIIATTRIZ A- "LLIT, JR., P.E. ulteco@a0hCorn 11L?, L-N.."11 Large missile irnpact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads A CA_U,,.N,,W067F9 as per TAS 202 PrOtocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0-9/1996, 996-570 dated 09118/1996, PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 d ated 10105/1 998 witnessed by Gilbert Diamond, P,E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT $US -CATEGORY.- Storm Panels 23.�TRUCTURAL ENGINEERING CALC_ULATIONJS� On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load. as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: QlobaL?1oftotWn Produgb length based on rational and comparative analysis, and in accordance with " section 161 0 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., 4600 S.W. 51 Street dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE. Davie, Florida33314 1, PURPOSE OF EVALUATION; 3. MIS3 LE IMPACT RESISTANCE: This is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (,System Large missile Impact under section 1626 of the Florida Building Code, as per ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS RESISTANCE; Professional Regulation. __ � '. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, at least equivalent to that required by the Code. 14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation DoGurnent �P.E.D.), drawing No. 20-176, 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 INSTALLATION: Installation shall be performed strictly in accordance With details indicated on 2, EVIDENCEAURMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document ION DOCUM (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as _lEN7_(F!,E.D,)t Drawing No. 20-176. filled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176, Tillit, Jr., P,E.; dated 07/28/2020, This drawing is an integral part o AM's HIT, "'kiIIIIII014% Evaluation Report, I"ItIli 1', . a A r/� "Ooz , , 01 A�_ e^ ,0' ?, A T144 i!-S, N �� ,..:. .. /�/!",. ,,,, � ... , - ....,:.. �, o N�, ,�� ,,,��---`,\GEN6�,,.. 'I . I L- ��' I �A . __ I.. S � - .� - 1�11_1_ O.- Elt I ,� ,'j!��.`\�\�j - _ .. , _�� --S -41--l-tt . __ -1 - - __ I __-7: �. ' - . ��_ x�l _ - 0. 44167 --, 1 " ' . N * 1__�—_�4_� �. -44167 *- S __ . - _S__ ti_ - - . Z - - - - IT = * : = "I', - �, � IT : : - 1_1�_10_j .* -* . ---7-- - - --,7 � , ej%� , * ,*z ,� '_ ,� ._ , S , , -1. __ . - I- _____ "., " � ' "".. --I: �' 4t ,:Vo. , A. '4, � �� , I �-�14",..- 4 IN, -,t�4,� / / = �.1,941 �;:,� STATE OF -11,00��, �, Ri O R I 13 �1. I � ,,,- " 7 1, '$� 0 I -, 0 P. I D � � .4?P A, ss - - ,,\,, I , a 1:41 I. ., I k 3 L 6,355 N.W, 36th Street, Suite 305, Miami, Flafida -13166 - Phone: (305) 871-15 0 L � , AT .C, . , r r... , 0 o "', 08/0 ........ ' ,,,,,FNF,NAL'� ,�,"' "'IlEhINIF11"J I F11111401%, - QWMAI 0 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO IF WOOD BOARDS BE FOUND tPi 'HE EA-51RAWLIMM" EXISTING WALL MC140AS SHALL BE LONG ENOtIGN TO RLA114 FI,E VAIIN STRUICIURE BEHIND SUCH PANELS, I STORM 13ANEI SHOWN ON THIS PRODUCT EVALUATION OOOU-W, (PC 0) HAS BEEN VERIP" FOR COWTILM" IN ANCHORAGE SI4ALE BE AS MENIII)MIED IN 9, Q AND It, R2). ACCORDANCE WD14 THE 2020 (7� EDTPON) OF �.E FLORIDA BUMWNG CODE '. Q X_Llmibig, W= -A, e_VL,rM,."t _� �U,�_Mq_ DESIGN WANTS LOADS SFIALL BE DETERMINED AS PER SECTION I 120 Of THE AWVE MENT)ONcD Cox, - 1/4�1 TAPCON MICHORS. AS MANUPAMREO BY I I W BUILDEA, MC FOR A WIND SPEED AS REQUIRED By ME ,A)FIntOCTION WHERE THESE SHUTTERS WAII ?,: INSTALLED AND - #FA -IC PANOWIE FEMALE 0 ANO PARELAPATE PLUS MCHORS. AS MANUFACTURED 61 RED CoNSTRuIR0. "RO)"C'S FOR A DIRECTIONALITS"FACTOR M-0,85,V5ING ASCE 1-115, AND SMALL NOT EXCEED THE MAM.MLIPW IASI)) - 1/4"o LAC SCRE*S PER AFO.S, DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRIL) 12� 14. 15, 16, 19 & 20, - 7/1,3-IF x 5/6' WOOD BUSHING, AS TISTRiaLITEG By AIL POINT ScREIIF BOLT & SPEEPALTY CC, IN ORMP TO VEANN THE ABOVE CONDITKAL ULTIMATE DESIGN WIND LOADS DETERFANCO, PER AXE 7-16 SMALL BE FIRST RED110ED TO ASX1 PISTON WND LOADS BY M,XPPLYING, THEM By 0 6 IN 09ZDER TO C I � MINIMUM nPRMOD PENEIRA11014 NIC WOOD CIF TAPCON MCHORS SHALL BE 3 112" AMC 2- FDA ELEM, PANCLUATE K�,S COMPAPt THESE A/ VAx IA�SD) UESION PRESSURE RATINGS INEIGATEE, ON SHEETS 7 T14RU j7, 'A, 15, 'a. III & 20 AND PANINUAMS FEMALE TO C 11 MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME FENP SHALL -BE ' 1/2' 40 MIREADED IN ORDER TO VERIFT IRA! AACHORS ON THIS PED AS TESTED WERE RUT OVER _-REISSED, A 33% INCREASE IN AU_oWA&E PENEIRAIPON INTO STUCCO SNAL� BE CONSIDERED IG PINET OF THE QEQUPRP�M TPIREADEr RE.EIRAVON STRESS rCR WIND LOAM WAS bLU USED IN THEIR ANALYSIS FAMERS SPAOLNG TO WOOD HAS BEEN DEITRVINED IN ACCORDANCE WITH N.O.S. 2018. C 5) MINIMURI FOCE C)ISTAKE OF LAG E-C_ INTO WOOD SMALL BE AS INDICATED IN THIE DRAWING STORM PANEL'S �COUACY FOR IMPACT AND WIND RIESMANCE RkS BEEN VERIFIED IN ACCORDANCE WITH SECTION P626 OF THE ABOVE UEN1100FD CODE AS PER HURRICANE EINGWEERING aP ITSTING INC REPOFFIS "-Z65. 96-570 a 96-T30 AND C-4) MINIMUM TICAtIRATCN OF WOOD BUSHMAG SMALL BE S)S- 1/4' O-ZO SCREM USED SKALI W 1 i/2- LONG MNWUM PEPESTIVETION TESTRIC VS INC. REPORTS #202 & 02124 , AS PFC11=01-5 TAS-201, IAS-TO? AND TAS-03, SHOULD STUCCO EXM, AND I' MINIMUM FOP WAU-1, WITH No STUCCO AS WELL AS AMERICAN TEST U,IS Of SCUM FLORICIA REPORT 002elg.Ol 09, AS PER !AS 201, TAS 207 AND TAS 703 STANDARDS. C 5) IN CASE DHAI PRECAST STQNE� JR PRECAST CONCREM PANELS. STUCCO OR WOOD BOARDS BE FOOND 04 THE EXISTING WALL, ANCHORS SAALL BE L - ENOUGH to REACH "RE MAIN STRUCTURE 61HINE, SUCH PANELS 2 ALL P0 OMINUM rATPUSIDA45 1-0 BE 6063 -Tfi ALLOY AND TEMPER A,RSLESS OTHERWISE NOTED) SEE SHEE- 2 ANCHORAGE SKA,LL BE AS ATEON'rTIONTIT IN C � I � C 2� & C A) ,I ALL AEUMINUM SJIE�T METAL USED AT CA,CSQPES SHALE HAVE 1105-1,114 ALLOY (0) AKNORS SHAA-1 r. INSTALLED FOLLOWNNI ALL OF THE RECOMUFFIDA71IONS AND EECIFPC�TIONS OF -HE ANCHOR'S MiNUFACI,IFTER A ALL SnFL SHEET METAL PANELS SHALL �VE NRIXTURAL GUALI`F, 5ral- ,%STU A-W CRADE SO WNIMUM, C_W �, L _C,CN I P,PINSF;,.L 10 ISHEES A GAIVANIZED STEEL CE_qO.ADON W/FY- S3,F KIM (Antft ROLLM� a PANT.'s MAY ALSO BE INSTALLED HGA`f7ON%L4y FOLLOWING 'RETALIATION DETAILS S.UVOT ON JF MROUGH 6) rXtEPT THAI MEADERS T A Q "U, NOT BE USFP� 5 ALL SCREWS TO BE STAiNLEMS $-ErEL "I OR 316 ASI SERIES OR OCRIA09ON RESISTANT CQATEO CARBON 35TLEL AS PER 14 IT SMALL BE IRE RESPONSIBILITY` OF THE CONTRACUISP TO VERIFY THE SOUNIONV-1 01' THE STRUFCTURIP WHERE SHUrPER VS ED BE tirl 50018 7�,50 �P MID 5TRENGTO ANC SO KAI TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA floTLETPH-1 C-OtIr SECTION 2- ,3 1 ATTACFIED TO iNSURE PROPER ANCHORAGE THIF SHIJITER SHALL ONLY BE ATTACHED TO CONCRETE SLOI'k OR WOOD FRAME al-OLVI-CIS 5 ENA,TS TO BE ASIM A307 GALVANIZED STEEL OR AIS� 304 V_RIFS STAPILLS�i SVPEEL. WITH JIS ", MINIMUM YIELD STRENGTH ID EACm RECULAP S70RM PANEL WEI LLNTM� OYER 9*-S THROUGH t2'-.*, A' PER SECTIONS 6, B. 9 d, 16 ARC ALTERNATIVES BW. 7 AEK�HORS TO WALL SMALL BE AS FOLLOWS %W A IDW ON SHEETS Il, 6 & 12 RMIECTNTLY� SItAI-1. HAW A LEGIBLE AND RfAt �AS;Rf MARKING INSTRUCTING OWNER OR TENANT -TO SECURE PAtIIELS WITH APPLICABLE REINFORCEMENT OVRNG PERIOUS OF HURRICANE WARNING (A) iQ_TXSTM,I1,OUffA_E_QW.WE 41 THE INSIALLATICIN CONTRACTOR I- PC SFAVCAUUK ALL SHUTRER COMPONENT EMES WHICH RNAIN IN CONTINUOUS WNTAC� WITH - 1 14�8 7APCDN ANCHOR': AS MANOWACTUPIED UT ,TW BUiLOCK. INC TO, Fr=.�192 p1j) ME BUILDING TO PREVENT WIND�RAIN FIN"ON - 1/4* A � 7/B" CAL,t- IN AMCKORS, AS MANUFAMPED By ZXWALT INC (MIN, 0*3000 p, I) 1p-. A 3/4- 5Gt,I0-SCT ANCHORS. AS DISTRIBUTED BY ALI POINT SCREW, SOLT & SPECIALTY CC 12 STORM PANEL IRSTAIAAMN SHALL COMPLY WirW SPECS ,NDICATED AN THIS DRAWINC PLUS ANY BUILDING kit) ZONNO RECLILAITONS - (AA,, I.C.3000 PA.,) PRCMDED BY 14E JURES-OPETTON WHERE PERMIT IS APPLIED TO - IF 14- I D PANEUAAIE FEMALE 10 & PANEI.UATE PLUS ANCHORS, AS MANLIFACTURED BY ELCO CONSTRiliCrION PROWC_ 'UMM jP E D I PREPAREC- 5� THIS ENCINEER i GENERIC MU DOES NO' PROVIDE INFORMATION I � 0) THIS PRODUCE EVALUATION DOC ; [AAN I, X3.50 P�,) - 1�4'0 Ci TAP-0144" ANCHOR$. AS MANUFACTURED By `NIIU-TAL_� CORPORATION (f-36GO pS.,) FOP A SITE SPECN`C PFANECT, ;*� WHERE ME SITE CY)NUMONS DEVIATE FROM ERIC PE.0 AA) MINIMUM OADELMENT OF TAPCON ANCHOR,$ INIQ POURED CON,CRETE SMALL BE IE) CONTRACTOR TO BE RESPONSIBLE FOR 'HE SELECTION, PURCHASE AND INSIALIAIPM)N INCLUDING LIFE SAFETY OF THIS PF1,CDJCT I Vl'� 2' FOR HANOLMATE FEMALE BASED ON THn PZD, PROVIDED HEISIM DOES NOT Or_�AIE FROM THE CONDITIONS QUAIUD OTI THE VXOMENIT ID ANTS PANEIAAIFE PLUS AND 1 114' " CF TAP-GREP ANCHORS CONSITROCTIOR SAFT7 ,Y AT SITE IS THE CONTRACTORS RESPONSiati IV k 21 TAUK-IN & SOUD-SE'r ANCHORS SFP,Ll HE EMBEDDED 7/8- INTO ME POURED WN(FICTE NO EMBEDW-NI INTO Ic) THIS PRODUCT EVALUATION DOCUMENT WTA BE LONSIPURED INVALID IF WGCFW STUCCO SMALL BE REPPATTTED. 1/4' 0-20 SCREWS USED SMALL, BE 1 1/2' LONG MINIMUM SHOULD 5TUCCO EMS1, NO 1� MINIMUM PER WAU,S, W�H NO -zrLPCQQ. AAIO MAY 1347 HEADED SCREWS OR AL� MRESAIGED SCREWS W/C HEAD OF SITE SPECIFIC PROSPECTS SHALL BE PT`_FPARED BY A FLORIDA RFG157FRED ENGINEER OR ARCHITECT WPFCM WILL DRECONE MT� RUN WIM WING NUTS ENGINEER OF RECORD (EOIFL) VCR THE PROJECT AND W440 WILL BE RESPONSIBLE FOR ME P-VPER USE OF THE P-EO ENGINEER OF RECORD, ACIINC AS A DELE(STED, ENSPINECE TO N+E_ A_A� IN CAST THA- PRECAST STONE, PRECAST, CONCRETE PANELS, RAVERS, STUCCO OR wow BOARDS K FOUND 0. 1.1 PETS ENGINVER, SHAULL SUBMIT TO THIS LATTER THE 53E SPECtFIC DRAVANGS FOR VVYIEW EXISTING WALL OR FLOOR, ANCHORS 1�44LL OF, LONG FFAGUGM TO REACH THE MAIN 5TAuCTLIFIC BEHIND SUCH PANLLS ATACHOPACE SPOLL RE AS MENTIONED IN A I � AND M A.2) �*) THIS RED, SHALL BEAR T,f5 DATE AND ORIGINAPL SEAL AND SIGNATURE of FK PFPOFE� C W NAL ENCTNEER Or REMPIC MAT POCIPARED IT (b) !;LLM�,"Q,' -1--91) -W&L-2*11t - 1/4* 0 TAPOON ANCHORS AS FAU4UFACTUKEQ FEY I I * BUILOL_�P. INC !4 SHUTTER M&NUFACTLIRIER'S LABEL SHALL BE LOCATED ON A READIL� -ASIBUT LOCATION AT STORM PANEL SH TIER IN ADOCIROANCE MTH SECTION 1709�9.3 OF FLORIDA BUILDING OSDE, ONE LABEL - 1/4' , 7/9' CALK -IN ANCHORS. AS MANUFACTURED E, DF*ALT INC, (MIN, r-1500 ""I VPUACIOD SHALL BE FOR EVERY OPENING- LABELING TO COMPLY WITH SECTION 1709 9 2 OF 'HE : _ , ,'I-. 3,14- SCIJD-Sq AtNCHOR-1, AS DISTRIBUTED BY ALL POINT SCREW, BASLt IS SPECiAA,Pf Co FLORIDA EILPILDING CODE I � MIN I'IaDo ,.�j) - #14-10 PANCLMAlE FEMALE U) AND PAHELMA7, PLUS ANCIIGPPS� AS MAINOPFACILIRED BY ELrn CONSIRLIC11ON IG SRqL ONLY BE USED TO I An, PRQ UCM IMIN, Vc,Ln7l ps I) ,"I I 1, � IN, THE STATE,ILIORIDAJ - 04"'I CF TAF-GAP ANCHORS, AS MAHURAC,IURfU Of FFU-FASI CORPORATION 0 5 P ...... ruz"""'%, __ 0� ,�� � ........ Ie/,- ". 5 1) MINIMUM EMBEDMENT UP TAPCON MCHORS, FLOE) FANUA07,S AND C4' TAP-GR�� ANCHOR. IWO IMF CON.Ul- Of 1. 11 ' .0, FLORIDA BUILDING CODE (High VIII.City "Fir I-P. Zone) , - - __ ' KOCK UNTT S�, BE I I/A' : '. = -2.20 P,`RSI. - . 20 GAGE GALVANIZED STEEL STORM PANEL R,,.; A � Jf ' ' " 7� Z NO, 4 ' 1 � 9.2) CALK- A, SCUD-SZ7 ANCHORS SA�l BE EMBEDDED 7/8- INTO ME CONO RNit BLOCK UNIT No rVae- 167 1 Z ___ . _ - PIVIN1.1. INTO SIMCC &TALL BE PERIPTIT-0 �,,`4* 4-20 SCREWS USED SNALL BE I 1;i21* LONG MINIMUM SMOVAIV. , 2>**------. ", GLOBAL PROTECTION PRODUCTS, LLC. Riw� r"511 MO C , TAINA00A FOR W`LLS Wmi` NO %rucro . � '. - NA-_�_ I / 11L1EC0,.,C l-'Pa'% STA F101..�e 7 � - - OF ��, � -, - __ _Iw� /__1 .. S.. " PTIACT, , _ ' riur rLTIRR-d & —MORMAM0 C�0~1 - R _ .,. , r__ 7s,�_ 0'..". -�OA . --- - ,". 'PRH -,-,-,,..-.. 20-176 ",,7 "'16:6. .. - - �1��- - ,,,�.�t,m - "_,�% � 1 ,9:;I� ",I . - - . -A. 4I. -.71. - - "N,ON`�� At �1',W,--- , 104 - M�n � , - I , � I , , - I - -a-, � ", " _ . I I I I- - _ __ IN-SIALLATION DETAILS FOR REGULAR PAN.EL5d & ,U INTO EXISTING POURED CONCRETE OR QQNf,RETE RLOQK SIRUCIPM ORRONCE ""'A" I ��L (SEE %"MLE ON CONCRETE ANCHORS SHOM a INRRXI 1) (Sa W-VDIUE CIN __% � � " . I CDNCRETE NACHOPIS a ,HA%aARI 9) \- - ED - - CONCRETE ANOMORIS ,11 I �'il \ "�_' -, (sa sC.EcANE _--I , P" FSm soNEDIALE OR, - Exwmuc POURED � . - �" I SAIVEM a MamG. 9) 1 \ )S' EXISOW. POURED SHEETS 8 "AWRAM, a �111 I U4 CONCRETE FEEDUIRED. \ �1� I I- f4i - - ,. 4: 11- i - I I TW_ ln /,A'... eati,t � : - ." ; E.- _!-�'i 4 ---7_-�,�-�� � �� I "s I-E -_ �,_ I'- --A Il' 7 " "� --;(--Jw/A, S. _n ''I - \ ,-', � " _'), , :1 N. W, tr 1" J I'w 1___i I I I ,, . N, -,*-�-,,W , if , -_ ; I _ " , -_ f - _`�_ PT . I/,- I Vr W mm .A- Nfem-_ I I _.___ --r-MOF. �1� ______1__.. � I ""', �4� - __ _ Ir , I I -"-t I � , ,, W, __ _ - ,� , , - I i � �, ..� 'L, DASTAI, PaIm E I - ! , � I � E '- mMLAER � S 4 �4- 1 'n : * ? I T-49 _-, - 11�' R10,010 - � - Q -- RSNAPRED - , , _(��) a : 3 b ,_� I I ,1 -1 I ; li - I CONCRETE novtqm.� 1� I .. 1. ih,,,,, �c - I X 1. I __," - I j, r I I I 11 I ,,� - _- �� -�_.`, %i,.-, --,,L,'1 i avl� -A-, � ,I ; I I , 41w/�# ��,41'--'�- �,-: .1 I � A, � . 6 . It I 9 SAID 9 : .. . � � -,,,,' A. !� � : '2 I/v at, I -. -1 � =t � 1 I_ (D ; � 7 ldm�.� 1 �, 3, - I � : SEE Ro"C"'Ur i I I - '" 'w=PN,-- (--,;, : _. __ -1 i � ; � I '. APLSVU.f, � (�,D . , It =1_1_� ! I 0 1-,-,,,T4 -� 3 ! 1 I I 1 I'i � ! ! , . , . __ i I I I� 1 1, Oft- I� I . I I I be, I - ( I � I Z WAS1, __11 I ! =�! I I I ) I i I - I I - tj � . I 1, - 1i � I ; : !2� ! i 11 ; P. I � - 1 I ; i $ 1 i I-01 I I � i I . : 9 i i q N : '06 P 1 1 � I 177477 "I , I : � i § ! I I PSI " , , � ` I , �777777- , I � I I 1,` I I _-1. I � �, "T j "N " 9 '� " ' ' ,I ' I 1� I I __ Zzl"-W_�r 14 A, i � I'll, ;;;;; I I I i I `,'� I _ � 11r. I I MN'T". 01 I '2 L,r - ' - =. g . I " I e ,- I : 4 , 1r1mS"A`*! ! "�, 4a- f . . D67ING POURED Eb. � I i @i,- . I - . ,,, It I ,,�- m 7,- � i (��l VIT '� CONCRETE OR - -.-- "' 4%`� � � _F � 0 I " "' � , EIIV- PO- ID ft :L_Lj � - -r ED '. I ,,I, CONCRETE EALEPCX 11 ; CONCRETE OR �,n It _ _ I CONCRETE OR 11 , I � � � ! I I . I EVERI SPEO * . _ I CONCRETI: BLOCK - -_ RED �,,, � GONCIRm RUDER I I REWI I ,2 "w - 11 ! - - REQUIEED, �-�; -___EE��� R __ � - �1 - - - �11'1 I - ., I _7 ., EG RED ,I- 13 (,Slji�) , _�_. "I - . I � t. T - I , I �; �,; , ,.�, I ,,, , I , 11 1. - , I r 4� A. ,� 01/7 I - , " 7 I o39 � "I , � - ,�_ � I , 1#�� I, , / - I- q.-_1 'X ExISTIND EXPIRE `71 , , - -I, 44,,� � L� I I I .1 . __ I _D " � , - � , _�� CONCRETE �'3/4�_ , '. - �L I . _ � , - .. I 1�� r :1', 1, , - 1 I . � � , � REQUIRED I r�'_l I �, L � I , "NON' , 111 , MN 'i�� I � �"'�� I �'4) C" "No'c"S CONCREPE Aic.m I r4 :� CoNcRvE NicivAtS Y11�5130_ , 1 , SMOGIVIET) W/ STUO___ -1 �_7,' S.-. #'T., - ��_ I - - 41- .1i*_ L� �9_ _T_ ga-= cz, (SEE SCREDUCE - �& (SEE SC"V:P`ILE CAP - , (SEE sCHOMLE - - S'". - SHOnS a THROVcH 0) ,\ slIU11- A PAIDUC. IT) sNam a THR� s) SIIEETS 8 THROUGH 9) WALL MQUNIING OUNTIK, BUiL ALTERNATE SPILD OUT MOUNIIIING WlItI., 11 ORQ1MnLQ?`1`Nfi LQN- 2 = 3 J SCALE ,'/A-'- scou 3/8-1* 1 �/6_1- I � - - � - _T - ___- --- ; : z E.D. ( EDGE DISTANCE I - 11= I - i - T I k SEE SON ULE 0 __�FAN . ED - SHEETS a a 9) I I SONAIARC"t I v O.Ao, I I 6 1 1 t I I W.m.. I i NQ1E__Mq_tQWLN&TLQ&_ . i EmPY am � I b: : 4 ---- i : r_!I 12 I/SH .0 �, TOP A ecTrom mou"To i - , 9- "'WILEIII-Elif'!, COMSINED IN ANY WAY TO SUIT ANY ; A I #0 N�.Fk �Q!,t,, INSTALLATION I I , . / , ! --,A=--J e NN� _ _ � �� ., ,�", 7 ,-,,,--, " 74:�_,_`,1,1�11` __ - __ - , �1, " 77 _:.�, ,�,, - ,,-,-,� 1�1 .1, VkCEAI,9.`--�1 ExIsTINz GARaI I i� ..- I ... S FLORIDA BUILDING CODE (High Yd,IoAPR�y Hu Carve ZARIME)i CONCRETE . , w = - - - __ ____ ,3/4�i � I-20 GAGE GALVANIZED STEEL STORM PANEL , REOL"FIED. -I---,-- - ED � - I - 9 *.* ' ' : j AFWX FATEW, M. 'Per, = QPICTIM 44CHORE, - * . '*i Csa WHEDUIX OR 'I , . ".. M TE rg�_ I.` SHEETS , THRO" IO !�,51�. 15�_ i Z'\ GLOBAL PROTECTION PRODUCTS, U.C. — iNATE, 0 ) S 1, '. ORID ,z- -- � 11LIECOit.c. \ IPSRQ '_ . _.. _,_! Sl*. 51 STREET CEILING OUNTING "I ��. DAW. IT- "31. _.-, - - 6. . . 'C"PA", RMORE Oni,)ATIA-EINF TAA, 20-176 g" ALIE / .. .W�,�tm - P"IcA, . ." ("),_', - IN I ow .1-1.1 ------- T -_ SCALE 3/e-l� Aftli C`M57I,i ..I - AAAWA* PF,� , , �6FSN1TLRr/uAJT ,,, Wft" I III, M ., P,E - - _00I ---. . . -_ �V I _ . � � �� Lf=� =-Z± � I I PROlDTICTZYALLUAILGERE20RI-Ti-Q-2A--#=W 1 6. MA-TERIAL CHARACTERISTICS AND SPECIFICATIONS - 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.20-176. Anchor speGifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D,), drawing No. 20-176, 7. 1 ITATIONS AND CONDITION OF-U$E- 7.1. Shall be stri0y in compliance with General Notes NICE. 1, 8 thrij 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E,D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured conGrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillh, Jr.. P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719). ,%%%II*IAIIfFI ,S�,�"' N T144 &,, ;��, I *: - , " /� "N" ,.,V& , - - ,/ I, , , - � , ,�tENS, ` .5P , - ZF -:* e ... �L ____ - .. S . - . 11- __ I I . . S __,_____�-!_*, -*= ' � - I_ * .. = ' 7A�f�z-4�*,S�%, STATE OF ..,',,,F_? , / - - , -, " , , �, ., 14V , -..- Rk �. .......... . ...... A- III, 0111%, WAT�LL D�% TILTECO ADhACN RECORDS) P. E. REPORT�26 � GLOBAL, PROTECTION PRODUCTS, LLC I 20 SAGE GALVM41ZEID STEEL STORM PANE0, DRV4G ig �017S � REPORT # 2D-0728.01 "" /1", �,L ECO IINC\ TILLIT TESTING A ENGINEERING COMPANY WATTER.A. TIUL,JT, JF-, PE� fift @WI.COIrL PRODUCT EYALVATION REPORT M.P1.1' 000 "kN" 44"" FL1,A.LN..00551J9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrQ IT 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A.Tillit, Jr., P.E. (System ID -# 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been 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 by the 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 EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.13 ): Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an intego�n,?f,;p , t ,I. Evaluation Report. 1P, vtl . I . " - ... �41 .X 1� �� . - .>11�11 ' N rl.i . i',* ., - * \,\f, E N $, " % �� �-, I _�:�,__tc __ - - - ,4' %. -� ' - -7 7 7r�_--_-I;—n-�. , 11167 ". ' _7/2,e,-_4*T_1 * :* '- \- i� I ,�'- .. ,-,, - - " , , , 6355 N.W. 36th Street, Suite 305, Mami. Florida 33166 - Phone: (SO5) 871 . W��Xbit, -1531 ULAR & LIFE SAFETY STORM PANELS ($CALF 1/2-I-) - ,.- _ __ .- -, �- __ - � - - - ", - - ----- - 15196- (TOTAL WIDTH) ---- - � . -11, I - 1-11 - . - , � - - _ -- '5 IRV (TOTAL WVTH� - - -- � - - ------. - - ___ __ 12.!iOD' (EFFECTWE WIOMI - � --- ___ �- -_ I - . - __ 6 1/*' � -I------ I ____ � _____ 6.250' 1 --- - 7 1 ,- I r, -. t`I,�W- - 1.3?0* - � ,.zoo' , �Sw" �. - I t - � �� -,, � � I , - 1-3w - DOW MIN, THICK r- 1.350' - �`h � , - , ' 1_+1S / - - - - - - 4�4 1� . ------ iio /__�Z\ 2 , ItX� , . .. -1 `_ - - �_ , / HEAR, �, � ,�, , � � I I I . 11 � F_ - 1�� QXVANQU ��------,- I, - �, � , �, ASEN A 1, ZODEEL- 12PO " I I r I GRADE 60 MIN 1, , ' �\\ - ' -t / , I . , 11 - /, 2 657' ,� 85 G-60 DCV, _�- 1 41 AhLIhANIZED STUL E`D&F� ' ' ,K � - , 11 tkia. " ��'\ i / HE 1 I -1 ,�_ 21au 14 1'� _E-MM.,nO TYP I .1-T--, 2. 1 ASTM _55TI % ON- 24-,,,X I \�\ HEMMED Typ. iO* COD � " , ,/a , __ -1 -I:W. EDGE - - `\ ORMOr SO MINIMUM "I I �j I - li.. A 1, \ L A \ I /�!; I , - - . - 1- 7- I. _'_ ________ I ------- ----�J - � , -_ , _ I I - ___1 -+ -7 " D. - 11 � 1 _--IL2W______,_____ I'3k--J L-i'Sty __ - CD nQRM-fth" (4 ENQ STORM PANEL 2,181- -- - � �: -1 1. . i ,�', "_ _____ ______ _,____� - 2,187-- _. - I i�2_w (71 .167 I ,�,, -1 i RANEZ S PNO . I I 'CO. & & I/ _UP '. ��!:� - 1-.61- 30.10-20, %4 *_ 20. Pf W/ ,�PFKMM mar- ,--' "I- � I i - L-100' 115 __ _9!!` - � � ',��. . SERIES A SERIES " #1 0, - - as SEUG RNTSIVID SI& I Ybo,- - I , RM MV= . "I ", � ANDI r I - _1 ,,, I I 3 TO AMU 0 To 0 � Z ,,-' A-0 FNA,_ " � F I lf 4 Ilg � � it 11 L_ -iff- I 1 1 � �11 ac, UZ ,P O'c. 'N �O'1, 11 - - . - 75-ain- � I � i#4� - , ,!�� - I - , _' to. off- .093, - � oca. 'I -71 I *----I /�' .. , , , 1 093' 1003. 1 ' 2-1 2 '/ < , __ , , _'�' 5.37� 1 1.50:0 I -Soo, " �� . ?5, � � - L; - � �<` P 9N, SEE ��__J_ 1, 1 I � I XV - . .939" �0.25C i 2 '25- 3JI � . - I I ZS- I, A IMML I I � t 'vA `/ ��Zz_�___ � , Do- I "_- 1_37� ", HEMMED" ,- I _ , I I � I , %� �, I 1 _ .;,,W- L,375 11 � " I 1 125, I - _ I, R. a. L ,,, I 6�- I BI A - i�l _ i I P_11- - I I �. � $' MPP, _1 - ---I�wo' - - , - - -, R) / iniu AT _X.YK �� 2 .I `-2.000`� - ISOMEIRIC VIEW DtWL A /�,____ .-��,, ROUNDED CORNER 0 CNDS OF PANEL'S AEUM A, END UP W/ HEMMED EDGE. (�) "b" HE&E (�) *9LHEAW (��) ANGLE 61 ANGLE NTH M& (�o ANGLE WITH (ALT S) V_1y RDME STU I - - -1 VARIES ! I SEE DV, ; __Z_r_J 1/14 a 7/14 10,344* Iff" TOP IDDE .374' zpe .374� 1 T -1 . , 750' -- I__ -, __ IL310" -0, PANEL . .lea-- 4 , , - i 05�w 1 125' t T^NA-m 30, SEPRIS � I - I I . .186* - - I I - . " 4 I f �`,;___ I . I � I C). E S S SRSA RNM To . I - I I - - R� I I f .... PL�4 I ;Nol- 0 ,2 ,/2. Oc I F4071i... . 37 ' / 1-3 " -0 �', : - I z 1 5 _� 1 270 656 . - . - - ------- I & �6:5 I J I . -- T , r I I . --- - I 2 I. - , I r_ , , I 290' 1 C.� � '671 �_ a_ 67, R. I 'CE. I - __ � I l_ - , I R _ __ --i 1 34 . I. ig f . ; $1 r L _ _,i� I_ , B, , _�Vlfl`P HOLE FOR - . I : I . ,i ,�O. Il 01'' 7957� I I - --N.125' SEVIS LWATION AT �", Ow L, - -, __ _ --- I - I I'M PANEL GVERPUNP I , r __ I -, -1 ) . : T, I . OP, W, It _, ___ 2�000___' 1 - AW , rm*l� " ,�is-. -,, - -fm-) KEY HM WASUR - __�:� 1.000' "It) ,NGLE @� 3ZA" "E' TRACK M F - - o6a I- (�) "F" TRACK A -LAT RWED D.Om- (M..) � - OSN&- �,` I 1'-, MM MUD GALVANIZED STEEL '_ , 3',,'. I it ..... FIT 0114010"VI, , - I ': - _ I I � - .- il,v�j� N%TQ/;�%V. ; --k. 15, LONG ) , , �� -, , I LIN _11; . * vd - ---I Qe ' i'* r i I-- -if �, - J I, 1.00.� 4j�l ,EN,�. "' I`P'k / . N� e %.- t ,�,, z� X�`* ;4_419'0 �875*6 I I 1 �5� t--U--' -_ ; ". I C� -; ,'I No. 44167 IT , tt�j 3 - - -`� - LPF-. E � i� . ;*f . I - I = I * : - FLORIDA BUILDING CODE (High Vefocity Hur icons Zone - - ____ - .1 = *. I , I TYR OOTES. - . .____ftr___ _._0F_ I Ow- __= NICKEL LOGE OF PANEL 1� -a .. STATE 0 ..' , Z � "Lrm - EP . I Ao.% F V, . ,-�- -" Sit &I, I _______12 I n- - IF75- WING AlLit ' , , 4� 20 GAGE GALVANIZED STEn STORM PANEL L 2V ", It 0 "7,�* ,-, a�� 0 ,* 't ________ EX HOLE , ��,,, , ----2.OW'- - �� 19-PAM " �� ` X �� , t __ I _ 1 07/w". (�� -�, GLOBAL PROTECTION PRODUCTS. LLC. CAm 10, - � ,;'z ""'O"," ; __ - __ __ � ��:�_ / -1-10i _C0__110.," \ — _'i_�__z I - Ro"A X AM .*, $1 STRUT A - I MwA A A&EMPATNtLy. USE WHIC NUT */W r ;4�..;kZ,jW,> ,"o ��.o It ARM - -, 0006". .kI R"`_ n S""' - - - P.IQW- (IIII)SAIP-750, FAA. (05.)M-IFECI 20-176 ALUMINUM ANGLE 90YOUTITIC WASHER W1 ADDITIONAL 0 Z .- . _�ir aAAAARo N� - _4 Z'S - - - . 7/a`..3/Z2" WASHER (STAINLESS I STEEL 09 NRCLEL PLATED STEEL). PE SoAL,,nISMAR,RE,'DATE WALTER A, T . py- � - M.P. i . LU-1911II& �� 4-1.7 IF-09 - I - I - SHIM, 2 IT, ot i i I I --- INSTALLATION L)ELA-ILS FOEt REGULAR PAINELS01, & DID MAM MNLS FOR IMMMON IN KXAW QW9WE INTO EXISTING POURED CONCRETE OR C MOM RM QR WOOD L - OR AMAMI FEMALE .(�, CONCRETE .W,015 11� VALID FOR MOA& UFE WM AND E-Z srm Pmm,,:�M FULS OR OF W-OPAP _' - I EVS �. 011 � I- ISM SCHEDULE ON "�\ �:11 1. � � --,..J I I I�L LEE SCHEDULE ON SHEET a A 9) SHEETS 5 THROUGH .1 �� . * I � _', , I 1� "�--AAK,-� - P�N, - I -Iz (,;�� � " I- W -, . I - , ,,, . - ____T , /2 - ) # ; (F', �� - . I . 1-1 1 --I--- - - - I i , I L . � I / -, Y�l ==-= I I 4 fl�_I --r.e I I �, EVSTW P".E.0 I : E; -1 I , . , CONCRETE I I :-� - I I .0 �, 1 4 ' I - Fl* � ==%. I - � 13I RE'DUVROL I SS I � , C'I" � � 1-0 � I ." i - (3D /---\ , I I �', I I ' I 4A:I= L " �' E.U. ,��, I . t , __-'� I L --M-M I � ,�,'.,i _� I � �", _11k, t,4�.,�",� 1 't��(v _/ I i Q E � - ! — �� � I I ; .K. , - - - __ - `,� I � , I . A, I � in, ,� �,:� - I � ManK REARED I - I '� � ,_ _-�, -I- - L 6 CONCRETE OR I : - - . � .X, 1_11!� I- 4 "I, L 1-=) ') , "I, I � I I 0 CONCRIETEE BLOCK ( "-- , , � I A REOUIVEO. � �� , 2' - i i I, I I _ _j ) - - _Z_ _= - i I I I I Q"r . - CA` , - - I Q)-* - - , � i I .�4m) i .9 ___ '1_ _ --- ---- 1 !_1 I =; _=.gr" ". I t I . .1 . I � I I . I C � ; $ �L_4____l I. - � I (� __en 1 , " A, �, I I , , -I- I AT � -.-&- 11 SCALE ,A/IFS OF � 10 _7 1/2 1 - , W` W` �, I ,Q A I , , f Mr F ,/2- ". - - I'. , - U A , =_ , I i -1 = .1 T'Am -I - ---=" ` " , 1; I . � , I- - ,- I f I vc�, I -1 i - "c"U'LU ;-% - - ,&�, - Are , I I I � " �--. ,-10-1- A, - 4, " , � AAASTP El : 2- � - A.., - 11 I . '. I _,A"A,ftAUE ; � - - am - t- - - - ; _J. . SHUT 0 - -1 I _11 � (F. - I .&A. SUNIANPA I - (_ , ,, ; I _" L_ I , I i TO 0,.An I 6NN,PI UFA MMNAA I I � i W, 4-: r. - "' 0� I J 1_._CI - I ,,,,* .,oll I A. � i - AN I I X.1*10�_ - - .,--, I I I t 4. ./7 11 `77 I I E; -. . _Z = - 11 7 77' 117 . - -_ � � . i DA", , -.-- "I' a V - AA 1:1 7�1111..# i , /-- - 11 I 11-0, , . I I �_ 4 1, . I I I, � � : I ;1 T�: .- im ., ! � I- I", I �._ I A I NPIA I ': _` I - =.=__= E.D, ,� I I 11 - DA"04 POURED � ", ii�� _ -1 : CONCRETE IRE ,��t - 1 rlis�&ll i � I I'll 11 OVACTRIE " EAI ,_,� I ED I I I I RECUIRra, BLOCK � I SONO, P" I -1 SCALE 3/16-1- QA"W � I �', : "', 1 I— . I rr I " CC NOPArre OR I I 1, �_� I CONCTILTE WOO ,� ,�,,` .-- RMURM , 11 /7� - - - " 1U` I I a Wiro, I - -= �,-% . i ;��. _ I , , I ,Vff , . i . - - - I 4�- - . .AI 0 a = I =AF i , 2 , 3/4 . 1, , "I'; . ' ---- - =e=- w--= AT � . == A. "It =0% J r- :�_, , � A.E. ,-.= . . _� - &� - ,�, � � � =*.01.= . � � � -11 I= COMCRIETE �MORPS - "I � �_�- , � _.- -�-,17i`,� , I AA - � PLUS OR OF .AP -OW (SEt1=1 =%le' �, _.. (�) __ - I ,I I ISEE sankILES ON ) SHUT% a MAt 9) ,-, SMUTS a & 9) WA F� i 1, Bull - f I 1wre � *Mffh&. MIRS, L§IP A__ I """ - '_1 SCALE 3/a.1, SCALE 3 .0. - 00TRA, TWP" -cl i / �,, /---I).* V P., .1 * A QKNN0 INT" ,__L/ - = i,7=ap = . _ =% D351ING * NEW I' W DE , YARIM ,I 1/8' E,O. - EDGE DISTANCE . (D -0 - NN" - AM, `iNUP I . THICK ALVIA TUBE ON I* . EE I I __ - OWING STUCCO/ PT WOOD PLACTE SPACFR 'I $HEM a & 9)r I -_ SCALE 3/16-1- . .WD DOING I , , .. � , X 11 , 'Cl i * I 1. It, - NEW I' WIDE K YARISS I 1/8' ;1 I i i I , I � i� - AWIF TUBE OR I* I VANES I �� I I " PT WOW PLATE SPACER -, I TOP III BOTTOM MOUiNGS CAN BE ,i I 9-14ND MAO< ,_ : I_ = I 6 I , I ,,, . I COMBINED IN ANY 'WAY TO SEAl ANY D&V-1-JELAN) - _ CONCRETE ANC19*-- - r, I - r (SEE S(C"MU 0. I INSTALLATION. SCALE 3/16-i - i Xr . E IK C."t . r- I SHEET, a M" 9) ,�., I 7F,A1_ - I i I ,, 1 ] � I I - - ,��) 6 I-?.-, , , 11�:_441'1, ��, N. 1�,;=__, 1. - , � " . FLORIDA BUILDING CODE Valoctly HIA ;'11 % Zone)l .400, 10�_ . IF - , �Hlqh cone � MICROS AMON"l- - �. �;��Vlli ��,� If ' ' - - IS. WHERAT, I P, Ri�, CONCRETE OLOCIA 1��, r".6,7VQ="�" . ' I __ IAN - IT . F� , Z , S' 02020 "PUTC5k MC, rri� 3 AFE. REOLTIRED. ,�� RtAce- HAVA", Z '� No 441677 " Z 20 GAGE GALVANIZED STEEL STORM PANEL : - . I. . In, ... ._ _� 'r--__,, - - - . E - * - - i — -111R SECTION X_X AP * - I c _ Il'__P��, / .,/./= SCALE 3/8-1- = , �_ - - ___ - f - -I -------- ', GLOBAL PROTECTION PRODUCTS, LLC. ,,. - s Ok=k04:=,�,;----------, Tt Ok IL ECO,mc. F � , \ - RETAIL EQR SMERS REOUIRE12 Al TOP OR .. , O� wv,� `AQQ &. 61 SIT'Ert . . , - , BOTTOM MACKS ADJA= TO STUCCQaDO12 RANO ... 1410i, AIYcl� =,nSIn" A, 0_N"RN*O Cow- `MWE, P_ 3331- 20-176 i - - - " 11" FAXINE, (�)IA��. TAAL . O"AF)AI"I-I'm , . _ . ,.- , � I? . ..... fK,G ,,F ' ., - P��. .I-,- � X1=_1_ - - I - I - A., I "1,,,7 ,'I- 1,,'j,%,f, CA . I. ,IT /vOri"CIPME'UTE WALISIR A ' A I -_ 1 ' _��_ ,I ........ � I ... ,,A� FFUT ". �E '4 --- M 4- i "167 --i - . AAWA*A" — ____ I I PRODM' EVAIJ:AT10NRE'P0RT NO, 1 2 Large missile impact load tests were performed under SSTD 12-99 standard as per section 1600.1.2 ofthe Florida Building Code. Uniform static loads asper Section 1709.8.3, per ALSTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R. Me,hner, P,E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No, 0219.01-09, dated February 25: 2009, signed and seated by Edrrundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 16091.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2OiIO, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as; per ASTNI E-8 and Tensile Test as per QC, Metallurgical Report No, I OKMA 3i 8, dated December 1, 201 0 signed and sealed by Jerry JaClofano, P.E. as per ASTM E-8. 23-STIP—tUCTURALBROWEERiNG CAL : � ��TlQbRS. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 B110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr,, P.E, 3. MISSILE IMPACT tESISTAll - : Large missile impact under section 1609,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm ,shutter assembly, as per SSTD 12-99 Standard, _11--a (1) (1) C_ C/) —M a) _1� - I _0 > C- 0 i L_ L_ C _0 (L) CD_ 0 T - � 20-1h'"7111 3 rVI:)i 0 L_ cl-4 (L) 0- C= = co -0 0- . 5. INSTALLAIION- C*Q - — _*� (D (1) Instaltation shall be performed strictly in accordance with details indicated on 111 0 -4.- U) -L- sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), C= drawing No. 20-175. Minimum separation to glass shall be as indicated on .= - _0 L) -0 -0 :t-_ sheets 3, 6, 13, 14, 1 5, I 6 and I 8 of I 8, of Product Evaluation Document -J I CID , 0 0 .= (P.E.D.), drawing No. 20-175. => � > L_ (1) 1) 2 _= a. C: -2 3: cL 9cm " CL 0 LL. — -0-MATERIAL C14ARACTERISTICS AND SPECIFICATMS. = CC C.J C-2 = :-� "_ M - . Shall be strictly in accordance with General Notes and Components indicated on *V; f2cp C= ch C= sh set I an d 2 of 1 8, of Prod vot Eval uatio n Docu ment (P, E. D,), drawIn g No, CAP ",= Cn L_ 20-175. -A:X , (3) L_ :3: . .SE US M 0 ,.R , CL Anchor specifications shall be as Indicated on sheet I of 1 8, of Product 2 M I.- :2. . - Evaluation Document (P.E.D.), drawing No. 20-175. CU = , -0 . I= W < CC W W = CL A - M ILI .= a W W 1J.1MITAT-10-N != C = :. .2 :11 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated 'a -M on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 C_ 0 prepared by TIlteco, Inc. and signed and sealed by Walter A. 71111t, Jr., P.E. " f 0- t 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building COdeL 7.3. Product shall only be installed into poured concrete, Concrete block, and wood frame structures. 4 Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-000671 9). WATILL D:ITILTECOADMON RECORDS � P. E. REPORT.2C IS 'AILV4NIZED STEEL STORM PANEL kDRWG#2D-175I, 1/4, 2/4, 3/4, 4/4. 515, 7/5. *JW/10, 2W/10, 3W/10, 4W/10. r* 6/5 5W/10. SW/11 & 7W/11 I - r MAX _ - - - ___ - -, - ANCHORS, FOR CONCRETE SEE SCHEDULE ON SAUEFS a & 9____._ - I ___ 3, AIM - � I 1* MIN FOR WOOD SEE _V� ON SHEETS 10 & I I i 11 MIN, .__ a 0 I 0 1 6 I �� .________ _- D.M..(2)�(�)i 04+& ...... r ------ 1_�____l --- 7-1. -1--1,-----,T I ... I - --I- I � _�____T_ _T_ I i I �- I �---! - - - -, . , , � 1 , � � � I �4 f ! , - . � -,-[ - ----- 1 ---- I- ,--�_ - -I 1 � i ; I t I � i 1 1 � — , 1 i 1 , , I (�, (�),-@ . @) � I . I � i ; 1 1 1 1 1 , , I I 1'. I � I I ; 1 I � � � � I I 1 i i I I , � , � I I � � � ;Ki � � � I ! I i . i I 1 1 I I i i ! � i I I ; ! I i . I I 1 1 [ , , : i, I I I I I i 1 i � I I 1 . . I L � � � [ 1 I I I � ! � "I r t i I i I ! I 1 � I i I i I I I 1 i .- -1 ____ . I - I I I 11 _,JL - - - - � I I'--- I,,,,,- , - _;-L I ED 1 � I _ __ - I __ I , � i I - � - I I )." .. L - I I � I— . - -_ -_ 71 I � . 1 I � "' 'r-------,- - - I _J_,_� ____F , I1 -' ' ' '[7 ,'T- -T-- -1 - � __I__-_T � ; 1 1 1 I I � :� ' t I'll i ; � l . I . i i � 11 i 3 . —4 1 I i I I I C i , �1 � : I � __ I- d ! t.— 1 1 � x I ! t i � i i ; ; � _ I I I � . I'! 4+ �, A 1 1 : I � : L. - - ; 1 I 1 , � ; I I __ t i I 3 i I ,4;o, 1 1 I I - I - � , I i 1 i r � I I - I I . I + P 1 W �4 ; - i �- i � , I � � 3 , i I . ; ! i : F I � I ; I : � 1 ; �,S�j I i I I � � 1 1 it ! 1 : , $ I 1 1 , i - - __ - - - - - - - - - - - 5 I y , � -20�1 - . HINNOLTED PANE i . : I 1 1 I � I ! � � BOLTED PANELS W/ 1/40 I I . � � � ! I i I ]I 1 &5 M-S. SOLT W/ 7/8- . 3/,32- 1 ;1 I I ! '(SEE SECTIONS 1 t 1 1 I i I � � , . WINGNUPS 0 LA. CNIERRAP � , I I � I I 1 I � APPERLAERTF) I i 1 i i I I 1 � (SEE SECTIONS AS APPLICARLET , I . . i I I t � � I i � � 11 I 1 , I P 1 I , - � 1 t I . I . I 1 i t 1 � I L__ -A,--- I , I 'I . y � � , � � � � 1 1 ! I - - ,, _ 11 � I I - - - - - - � , _ I_- -_ I --- !_ . - - - I - _ t -I I - __ . - " -I-- " T : - - _. T .11 � I- - --f - -r, , -_ I -_ . - I . � - I � I . 1 . . � I I I I r I i � ! ; . to I, , , I . I I . i , I , ! ! 1 1 ; I i I i ; I � ! I , i i � I I � I � � I ! , I I I , ; i t I I 1 i I f I � I I ! I i I � i I z i , � � � i i � I I I t � ! 1 1 � it 1 � � � I I 1 i � i I 11, I I � � I I 1 i I � i I I I l I I I I I i I � I I I � P I I I � [ I � I I I � I I � J I I , � [ I 1 i � I t I , i � I � � ; � I q 1 , i I I � ; � D.M,,@�@, I 1- � _17--i I , __!__� , , " 1 __1 - i - i _ P I -I __ J�_ _� , -;--4 ! : - , 1 I& I I I . (�)- @ �41 0 -1 t,�k, i -i- A - , E, i . - . I - I , 1 I I , , i . it i � . I I I 0 1 14� � 0, & I �11*j � (a)+ @ . 4), @, (i)." r MAX 3' AVIS - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1, IN - I * MIN 1 -6/5M �SW/10, JW/10, ZW/10, 3W/10, 4W/10, L* � 6W/11 & 7W/1 I I ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS S A 9 - . I—- 1 I 11 roR WOOD SEE SECAERTS ON skan io AE I, -- ' '- � I - - 1-1 , A 9& ELEVATION REGULAR STORM PANELS J,� NTS_ 2 67' 1/4' M CAP O.AN. UAR-AP - -WHISTE VAiILEV) i -�,_J 1-1 - - -1 �,� zws������� ,.IF ,,_�_, S, I A, -, , , " I ," , , i VAI� � " �� MAX- GAP ,� - ... ��!,% I [ r, -, .i.,��: FiN .!4 �R -1 J , " - - � '-,- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) �_l ..�� � Z : . S � TIO'COP -1 20 GAGE GALVANIZED STEEL STORM PANEL FP = I __ , - � .*_ EP/2q,TM SECTION A-A�__ * " * " ��__ P_ _5�z - / ", GLOBAL PROTECTION PRODUCTS, LLC EITIS. 7a� .0 . � Alt 'U7, ---,--- -1 CAM 1� / IL ECOitac. - " �,-_$NP- I . - \ .AMT &W. 6' STRETF , -P , _/1 �W, R. 333'. , �:I, 0 - - TESTING Ar -IN- CIAMPAW ORk . RNI.—RIPON—AM. � (9"Na�,IIAII. rAA, (I,mItAW-6HP7 20-176 ........ � N-?�,�-� � IF - - INA-LAM-ExiI n.1 - , - A 'NAI.t,Ii�A4f"/,SCNA,'/" c,_t10CI`?'S , - R"�` 1110 ,iAL_ � V - , 1.9 J`_ , t , Lm, i A I - I - I - L , I � Avi,rri a IT, " I I I - INSIALLATIQN ETAILS FOR REQULAS PANELSUJ� & dA INIQ EXI9INQ POURED QQNCRETE OR CONCRETE BLOCK STR!JCTUREa ANCHCPRS- FOR CONCAVE UP SCHEDULE ON SHEET 8 1_� CURCO CONCRETE f-PURM CONCRETE - ---_--------- '_ _PPRLD CoNcREnt FOR WOOD SIEE SECTIONS ON SHEET 12 � I & , P'Lock _DNCETETE I 61, CONCRETE BLOCK � 6 ODRICREIT BLOCK 3' M... 267' 3' M-1 PEOUIRED - CONCRETE AN04M � I SCNEDULE ON - (StEE SHUT 9) AIEOUPIEM -_ - F.'".== � S-M 9) I REOUFWD -an I* FAIL. (MIN. VVERAP -I IhHcUE %IALLEY) &�&IF 14WZW2 I I "PSIASPIETE: RAO - .- __ - tl� .- No WA2 1 (SEE SCHWULE GAT � I � SHEET 9) I - DAL ! rvr� � I � ,� , I :, - 11 � ____ I i I - ' , , , � - � , O� 1 -1 I I ., _ I I , ---,-,, �- - -- - ) z, ) J_c? - - I r _C I � I � - " I I -_ � `111� I - i 1 ., 41, �Nil or ; 111, I ' I * U; 0: . � e ; I I . \ -______ � , . . L ,� , i � � , I r I I , . � � - - I t ! ' T l I ' I : , , ! -1 � � � , I I I , I I ! , I , L � ---IC J 7-1- � � I e � � , � � P � � � I I . [ 1 � � : [ , I i � I � - -11 � i � r ,'. .- � i 1 I � � I -�� - I ,x 1 ; LO. I", i � y 1 z�� � : . � � , ; I � � i 50% � ; , i I : I I I � , OF %' . t.lD ,�-, ! � , �i I i � , i j r i I � MAX � - . E, . _. ; 1 7 I ; � 7 I. _ � - J - I : - q� -- - � , , _� - - I , E . , - - __ :_I ,:- --- - - � � - - - 4 __ -, 1 . I i . --a - - � � � " _ - - -.1 - - - , ,--- ,� I - 7-- - � _ __ - - - 1 -i 4 �4 6 I I L , I I ��� � - I L � _'.,��',,_,,P�,, I ! ' 1, � '' . , . � I , � . � I - �'j��_ "I ,v_,,,_,,-,,�, , I I . 11.,,.`�.`..; I ;-, Pr � � I I I � . I I � I i 1 1 , I I � � P I � I ' : I ' ' ' � ' 1 i * N�R"1*3l� 1 r "I -1 : � -i � : i � EA 96 y - %�," - ! 10 FILAR, H_ I a� RA� I � XAPP, 'I �_"*AMPE I � , 7 121 - ." . .... 11 � # I - � I I � � � �01 , , j � -1 � 1 I I At P i �1 4&F. � : R I I � I I I � I 1 �1 I CRE, 0"i—M I I S"03 N � � I E � I- I � - _1 � -01 � . 0 n, I � . I I P t�ii I ,1 � �. I- i , , I : I I I � I � , . �6 r I ; -1 11 I I - � 11 , _I � . i '', !:: � ,I 11 P,'I I �, I P k�A`_�,* 11, -6 I_"W/ -1 1-111 : 7 � I f �w , - , I I i;.,n=,., ` --"--,, i ;X.tr� * I � . IS q 11 7 � I � . Sox - I , e .. .,- _. - I.. �, I Or *L' ,,S ;,.� � I � ,-'. , . I � I .:�, ___ , 1 � � � I I . � / I I ; �s I i ; I I I 'd i , 4. I 01"LAP ! . 9. R I , � : � � , � �avo,LAP -1 , [ � It ,� I I , I � I � � I I I � 1 4 � I I I I T_ I F __ __ - , , I - �� � , - T - - � I— - I , __ ! - __ " 11.11, I.. ----- - 1) � � ev T , � I - -: - -,- �,,'- _�� I 1� I , I I � I � , e ! , � � , , . -111,111 . � I i I I � - I , i : �� F I - I T t � ; I i - , . . I � _—I . I I I I I i I I �� I __ ��, i - I I - - I I I I I 1 � - �=`c : sox � . I F IL Or 1L. Al, � i 0 E L . I M" t7� �� � .J) 1W ii 'I .1 i I - ( r; - � : : - <1t 7 I y I � i I � . � �,�: � I � ", � � I e I �, i� I IM I I � aMo" i E-P �,�, � : E: P 1��. I � * I. � 4_____________=LJ,& I : I _-'I-.- E - - Lk'4� __ , - MPA_ =Ia� 3 _.D.M.4.0 ; = - M.K, I I . OF 1' " m,, , , 7 77T77 - him ANCHORS FOP CONCRETE SEE SCHEDULE ON SHEET 9 , � - - ____ � 11 1- � 1 � FOR WOOD SEE SECTIONS ON SHEET 11 1 1 I .", I . � � , � CT �` I ; . I , LL ., REGULAR 5MRM PANE � & a ELU91ON A, 1�1 EVERY �� 5 , ,�f 0 12 ` :�j fi, � " OIC 1-i -1-1 jP- I , , I 1 .-: I �_ I i - , I � __ " � � . 2. 7 , 11� , SCALE 3/3 i __;�Ir` I , � I/.- MAX. CAP _C_E--�� . I I I 11 I—— � � I __ - SOO* _q ; � __ 0 2_67, , I � . 1. ___ - 1/4* �., : r , 17 A N_ � L I I * .. -1 � "I li�4,0-20o/*� S�& ,� W/ 7/8-0/�`- WING SOLT hU7 �_, ITI _L_____J __t._ I (WE OA34M .1 WHOU VALLEY) � I - - - 4 - I i�,_ __ �__ ; ." I , � �` \I.--N 1W-T . I I _ _�� ANOFIORS STAGGERE 0 l2 1/2. SEC, COMORIETIE ANCHORS � sCHEOLAx ON I CONCRETE ANIT,4" _��7�/__\ _/ I � I ,/__11__1= � M,%`,`U` ON I /.- �. OAP ,,3 : , / D (SEE SCHEDULE ON �SUP tlPw 9) . S'IFLI 9) - -, cow CAP � OR -1 _� =Flrl� VOW 8W . SECTION A=A (Irg.) 1�1 REQUIRED SCALE 3/,32'.1' Motm CAN - RULARED PEDUIRM __ �� - I 510QN a - 20MM SUN" 1-1-11.1 I., SCALE 3/8." SCALE 3/8-1- SCALE "Wiln);AW, vA'A"'A T/4"',1%. IG / ............. n � A .,. - 14O, -, � . ENIZ ,. , - FLORIDA BUILDING CODE (HIgh Velocity MOE cone Z.rNA)J ----------- __ ____ , I I - - IT � _4 .,:. No 44167 *--. - P=4 Vixem WC 20 GAGE GALVANIZED STEEL STORM PANEL - - I , 1P DRAMA, RI EX, - MOE DISTANCE ( SEE SCHEDULE ON SHEET 9) 1 � TOP & BOTTOM MOUNTINGS CAN fir COMBINED IN ANY WAY TO SURF ANY 3 , 1, - = * -, * � �_Qr__,5�___ - � / - - . \ GLOBAL PROTECTION PRODUCTS, U.C. Z Hni. S 01- _1*__*_ - - l;'3�-, �.. Z,- - / 11LIEZOm.- \ 46M S,AP. 51 IROM ,,,� a/m/m. IMR,. INSTALLAT.ION, __ RLM` TICEINQ . ENTIMPELAINC, - DAME. 51. 3M14 20-176 1"... R" ,.",.,: ,0,,P,--- " �.. 4!0WL.,t,_ - - " .11. 'NiONL OA,4)M_73"% F0, 0*`UPN6M`T - I , - I. I UIAI_- I - � -- - - - 1. - 1 �,101;# - - 4114- , INV, CA�7 11040kow vAe"�TUM/�n WIFER A, T"l-4", ��::I- �- ���� . 1;�E- � � � ��-_�I�Iir .�E_ ;W _.� 2�_ A, 11 . . _�.::I::::��Ii I -, - I 11 ____to� -1 . - I W MJ U) L. W =3 U) CD C M 0 " " = LIJ :E < M �_7 < _J a- -+--a (D (D _I_- U) M > 0 L_ 0- 0- < -6-0 0 =3 0 0 L_ 0- W a) M M SHEET NO. SH 1 .0. = sRmloN$ 1. 3 6 . ON REn 4 ONCRST ARC"li"s w Z`eb� ON mIU`RD AMIN" IV "ClARD _ AUUIRO) . - ma ON SIAM . A.) WALL AND FLOOR MOUNTINre INSTALLATION FOR 7r, SPLIT PANELS (AM sm.,mu 0. - _7 T_ -i T Too wm.� T, 1 717 r 77 Itt L M L J� GE Of -4, Jnll _j 3-- 0 c, Tillf T U r Ta w w-w J�. RANA` SEQILO 1 SCALE s/e- I' NOTE: MV'UON CAN ALSO BE INSTALLED W/O STOWM PANELS ON TOP OR BOTTOM SO THAT IT 6 LOCATED AT TOP OR DO170M 0; OPEMNG� (ONE PANEL OPENING W1 TUBE TOP & BOMM) ---------- MULLION SCHIFOULF N, n, M �' HI-4 I ANN 4 11-Lt if i Vi T T 0 T rbo,"lo" INTO al� nunt ROLM A/2 -H I- T A/2 dr,4 2LJT S EL EUMON WALE SCALE kw. MULLION REQUIRED M., GPM ITA) 7UDE MULUON - I , A.-V v � 3, . 'le > 4-6, TO 5,-8, 2*. 4' Ile W-R, TO V-10" INSTALLAIJON DETAILS FOR REGULAR PANEL5d & INTO EXISTING WOOD STRUCIM I r43- M Is X t r r CAI- WIN L55 IN= WALL IWOUNTI INUALLAUGH - ALTERNATIVE 3W SCALE- 1/4- - I- Ewym Oil BUILD -OUT MQUNTI INahuAMN - ALERKM I w V CEIIJNG A FLOOR MOUNTING WALL A =R MQUNTIN INSTALLMN - ALTERNATIVE INSTALLATIONS - AIJERNATIVE X" wgutmu (SECTION AT TOP IS UMMED TO +b&5-67�0 MAX. SCALE: 1/4* 1' INSTALLATION - ALTUNATIVE �&D. DIESIGN PRESSURE RATING) SCAUE. I/lf' I- SCALE: 1/4" - I' -Alm, SCALE 1/4- r 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D, DESIGN LOADS P To 5, 72.0 AND PANECS TO 8'-S" U .55 p,i.(, LENGTH UP 0 FLORIDA BUILDING CODE (High Velocity H C... zone), 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 'TO BE SOUTHERN PINE NO. 2� W/ SPECIFIC DENSrrY OF 0 55 OR EQUAL .20. TILTeco. NIZ No, 4 16 20 GAGE GALVANIZED STEEL STORM PANEL In. ' (�D F7�_*. ST E of ------ GLOBAL PROTECTION PRODUCTS, LLC. "'M E Of --. , I L ItC _0 TOP 90 TOM MOUNTINGS CAN BE nuff Telm"M r 0 MOA0 'L = 4 - ... 05 TIN COMBINED w mow- (as.)60-7.5. r- ANY WAY TO SUIT ANY U&N.- TIM lII INSTALLATION Ole: t4atlk i4i, j 14 MAXIMUM A.S.D. DOIGN PRESSURE RATING (aa.f.) AND CORREaPQNDING MAXIMUM OL! WtiEDULE ,VAUD ONLY, FM ..... "0 krij , - 1. - - I . . .1 clmnam To En ARAM 1 1 1 I I IrAD ART of TWO, ."A -72A T-V OR LESS 40001JUD TNRV a A i .5524 -120 '75-e To W-a" M 2 3/4- UNSOL10 I 'Ift 5 A 2 WIP +43�, -464 12' - OR LESS 1 %/2- 8, a - NUM Al 114'0-MI'SS W& & WORINUT AT OVOW & QnDVM Of NVAL NALID ONLY FOR FANELSTI I& 0A) METALLATIONS AS PER SECTIONS I THRU 7� ON SW = 4 A, 51 Mwww ksa�_.. ,",U "C"M spcm MR to. - 3 w- . l APPLICABLE TO TAPCON CT 700-MIP CALK- PANCLAIAlt 0 1 PANOUlATE -.US DES" PRESSURE ROM Of TWO To 0 Wor. 10 CONCIRM CONCRETE MOO, I C."am To ."I, To 10"ORVIE SLOCK II�A V. WA .1A HJA N/A N/A 6' K/A N/A 15' WA N/A 1� er A/- NJ. 1 (TOP3 (80770m) CTOP) N/A N/A N/A N/. 1. i-NiX 5 N/A (90"CAO .55S. -7i�o r N/A IN , 1. N/. 6 N1. N/A 1A �0_s� ON LM OR LES- - ar 57 N/A N/A N/A 6- N NJA (w) 1 N/A /A 1 12 1/2* 1 6 l7 1/2- 5 I/A* A A, (qT,.) (lopleorroo, SEE SK" 1. -6 1, Pill ANCHO" I'Pr A wham FOR wSrALLATIONS INTO wow 'PAW MOUDINQ MINIMA ANCHOR SPAC*" W MINUILIN EDGE DISTANCE ART INDICATOR ON INIS 50HIMULL MR E.01� _ESS THAN W�Tol ON SCHEDULE REDUCE ANCHOR 9`ACING BY "11PLYINO Sp�`c SHOWN ON S"M� IN SPAC`W` O"N"T USW THE IVILUDW74 FACTW, TOP THIS OPERATION TO BE POSSO.F. REDUCED - "ACTOR NOR BE LESS 11ION IA4004 SPACIND KDRATED TOR kAiN ANCHOP T"Ps At ANCHORS =END, NIONOR TIM N. AMK LIL OW MOM FAD= In. � 5/8' am INOM BUSHONG W/ Itj�TALLATJQN 12EIAIL-5 F9R REGULAR PANELSa ;i4l 14*1-2DW SS. M_% * 6 1/4' OZ, FM FANEL LENGtHIS UP ill IE-Q- AND 4 " 11" INTO EXISTING WOOD STRUOAlffd 1OR LIN10"cl up w W-4, 0_1 ON /2' 146,, THIMACED Eof - J- 4 1_0 I wt., ALIERNAIDM I W ALTERMnYL2N sm SCHEDULE ON SKET A SEE SCHISCLUE oW SHEEl A se-ARATIoN To alms_ SCALE 3/8,1* -4- SCALE FOR W.. sEPAR"T" To CLASS Ty ; CRR` J, a v ED ED DO IT "oo') Por 1/4' W. 5/6' LONO BRASS BUSHING REQUIRES w/ /41.-2oa* s$_ 43� 6 0 tie DC LENGTHS UP To s*_O` AND 9 40 L FDA UDIGMS UP To W-3, me ,0 PANEWIT FQAN.E to OR aw 111�� PANEL WATE PLUS o 12 1/2" 0. C 1/2' V THREADED KNE11RA"on At q. %CRXWS ___1 jr wl, wm Fll ALTERMUYE 4W or am" "OOD PLATE vv� LE# SIT UP 10 e-w I" 2 l, PLATE NORM a KcUjec SCALE I/a. l A scAu 3/8-1- IIIIECT U NG lb CON IONS a, A14PI40R 4M ONS NOTE SHUTTER INAD(S NOT 54MI FOR CLARITY A1811'EIRRI&N 6W SCALE 3/6-1- IJERNATIVE.IW SCALE 3/8-,- NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WfTH A.S.D DESIGN LOADS ENS,, 'come UP TO ,55,5, -72.0 PSF AND PANEIL'S LENGTH UP TO 8'-B' FLORIDA BUILDING CODE (High Velocity Hu Zone) 7 2� FOR NEW WOOD FRAME CONSTRUC ION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC OENSM OF D.55 OR COUAL z -Iwo TLIECO. 20 GAGE GALVANIZED STEEL STORM PANEL rP. 11 L R GLOBAL PROTECTION PRODUCTS, U.C. DATE! TOP BOTTOM MO LINT NOSSCAN BE C 0 vNe.evello cawp"Y 4AW &*� 51 SIRM COMBINED IN ANY WAY'TO UIT ANY INSTAUATION A, Tw LWaF INSIALLAIMN DEJAILS FOR REGULAR E!ANEL_$(j INTO EXISTINr WQOD STRUCTURES iT Wwamwt PLUS 134-10 PANELMATE PLUS 9 b v- W/ 1 7/6 tls,., ZU4 THREADED PIEWMTON TO WOOD ETTsTwO WOW HEAVIER EXISTING WOOD HEADER EXISTING WOOD HEADER , _V� KIT 9 lTLm I5,DIYSi,D* /4' at, at, WOOD WADER WOOD HEADER NO REOUIRED _43 Tt-. Xii �t ON I SEE SCHV)w To. -u_ r Pan W. sepAxTRON To. - SEPARATION I to GLASS. M aksms M PAND LEKTH M., PANEL LENGTH rL LENG17. (SEE NOTE 1) -2uw (SFF NOTE 1) ItS 7 V�E OF OF OF MAX WAX No �N ED V&W SLID a 12 1/2" O.C. E*Q. to I IT 4;� 1�4'9 LA. SCREWS 2'.4' WOW PLATE - , , ! 2".4, WOOD. PL&E MIN. THREADED r.4- WOOD P p-lo PAN REOURED RCOUIRFD awTE PLUS REQUIRED PEWRIATION A MOWIDTH OF PLATE 4' P.CEiZ.1 "I/r �H YNA&O te 1 "0 4 REWSa J MID WIDTH OF PLATE I., L'SIXCIEK0 W/ AT MMMTH OF KATE DIRECT MQUNTINQ Illff A 1#1MH D 91 UnNG MaWAIJON DIRECT MOUNT WALL MNTING INSTALIATIO w,ALE 310-y- ALIERNATIVE I 9W 6 sckF �%Ja- I SCALE 3/8-1- 1101m, 11 iNSTALLATIMNS FOR ALTERNATIVES 8W. QW & IOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +43 . S. -48.0 p,S.I. AND Titij PANEL'S LENGTH UP 70 12 1 -4' 2. FOR NEW WOOD FRAME CONVIOL[LITON; WOOD MEMBER$ TO BE SOUTHERN ... yahlse�� PINE No. 2. W/ SPECIFIC DENSITY OF O.S5 OR EQUAL FLORIDA BUILDING CODE (High Velocity H. one Zone) 416 wo 1x=1 INC, rp NOTE FOR COMBNOM 20 GAGE GALVANIZED STEEL STORM PANEL Dum W, lop * BOMM MOUKTINCS CAN BE 10LOBAL ?ROTE COMBINED IN ANY WAY TO SUIT ANY CTtON PRODUCTS, U.C. 11LIEC10 INSTALLATION, 1`� TIM% am SM. 51 sow No Cow n_ ce, T`mm`- W`%. 45* T.-MR-1091 20-176 � -T iA- Dill lACTER k TLUf I`_ 1� in"i 20M i FLORKA - 1 -1.7 M U) -�6 > 0 (3) CL CL 0 0 CIO -0 U) Q) (1) -0 0 0 CU -0 U) -0 0 c L_ 0 CL = 0 3: = 0 0 LL 0 - > Cn -0 a) (n E " 0 1E F -0 40- g Cf) CONCRETE ANCHM CONCRETE ANCIM FOR CONCRETE AWCHOft SEE so� M SHEET Ic- ON I'm Wow SCREW Sa SECTION ON SHM is AL ($EE SO4EDUU (SEE SCNIMUU: EL11NA.1F. ALTERNATE AFEIY STORM PANEL SYSIEM i INSTALLATIgN SHEET he". 1. 2, iw/15 AT r*l/� 2/4, W4, 3/4 OR 4/4 r*I, 2 is r N DEJAU FOR QUION I EOR LIFE S /2- AT E.NO P.ANEL INTO EXISTING WOOD STRUCTURES STUDS a A- - - ROW On sCaft"A'DER PENVIRAN PIXRED t wow WAGER -4 TO H PANEL- Cn 'IT _F7_ I- (CASE r 5/8 - 1q 1 0 y Mill (CASE i - I f CD 0 STUDS 0 e4m �I mjil�, �i OVERLAP Tj T m HOL (D CD �-SEE SCWOUIE ON- SCHEDULE M� S, rSEE.H. T4 (END -WALI (�IGN PANEL I _R PANEL) N 1, W. SEPARATION L! 1 ;A I I I To CLAM 0 L I STIVO a 12 1 STW 9 12 1/` 0 C SEE INTERIOR PANEL '-ENO PANEL ED, SCHEDULE It 1/4- SEE SEE INTERIOR PANEL ED! (CASE 13 2 SCHEDULE t ROM NlEAD"-A a zklzil - 2 FOR s/5- Ihm� CCASE .)t E. -L-LL L U) �4. PANEL ID! (R OR 07- REQUIRED Tie :F "on, -C, 1111l,) I - 1 , 7 M. CIO (SEE DET V10 ti OF, DIRECT MOUNT SPACING SPACING S ANC 2 SAACTRG� I WA STAUKION (APPLICABLE TO SCHIEDU maloce QUAIL MOUNTING IH LE I DEIAIL 2 E tNSTALLATION (APPLICABLE IQ CHEDULE 21 ScAls, 3/ir - I' SCAM- 1/10- . I- C"ERY 9 END PANETS) Is" or� till MAXIMUM A.5.D. DESIQN PRESSURE PZATING (UJAJ kLTERNATIVE I ALTERNATIYE & 2p4) MAXIM E5!GN--- URE RATING (RALfa� -AN12 CQRRUPONDI i I' MACHINE %7 SCHEQU Z TO Oc f OR Po,sRo CONCRETE OR CONCRETE I Su" WALL CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATC&IFOR MAXIMUM PANEL LENGTH Ej7. 77.77*1 & I W/ 15 Ljj*1 14, 2/4. 2-/4 3/4 ON 4/4 2 &'IW/15 INSTALLATION5 INIQ CONCRETE & ETE BLOCK STRUCTURE5 __C NtxwRli ALTERNATE LOCAPM : !RHEDUa RMTVAC ON SHOT 1. 0.4 LIFE SAFETY PANEL 1,5 `,Ass' ITA W, - - - I M! All W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE I&JOW) SEPARATION J, I� REGULAR PANELS W/ OR Sq-m PANE, MAXINUMM 14M OF W-GRIP 1 CAN -RI PANCUMIE FOWZ 0 PANEUXE TO CLA$S- WID REGULAR tPAC9$ (SEE NOTE I OCS" stamous # A, MAMW PANEL ED 10 to To To ED TO TO TO To .0�� C*awm awTH TAT 910 ""'A", coweirm w THU SEE SHEFT 10 FOR ANCHORS M SPACING MR IWALLADDIS, INTO WOOD INAME RUILOM, 00KRM ANCHURS / 'I � BELOW) LAST PANEL '.6 CONCRETE 'No,,m, CoNiopm IS Oj BE INSTALLED AS OONOTETIE Ef I;cHrams OR In _wm PAN -a OPENING SMALL SLOC. eL. COW OPTION Al FOR LIFE SAFETY STORM AlWiS MINIMUM AKWR SPACOKS AND MNVWUI� EDGE DZiAACE ARE INOACKY10 Ol " Solrbuu� ED, TO FAC CIO uw IT MrIlro oft SCKMAX REDUCE ANCHOR SPACING 01 LA&TIPLY-9 SPAIC ILITAIC 6 N/A N/A NIA 6' N/A S, N/A 6, N/A I &2170P) ED 10 BE INSTALLED OR RO.OVED FROM INSIDE D. Ell -0 M & *$5,0. -72.0 -9- -7- 9- 1 (BOTTOM) SCHMULC eY THE M,ORNO WORS. VOR THIS OPERATION TO BE POWDLE 'E`U`R` CONCRETE &4CHM PANELt 1 9. 9' 5' 5'-G' OR LESS SHOWN ON _j OF STRUCTURE REDUCED SPACING 0 WD USINO FACTOR VAL NOT 81 LESS THAN "MUM SPACM _T_ (SEE SCHEDULE ON MICA110 FOR EACH ANCHOR TYPE AT ANCHORS LOGM. AOI PUW SHEET HI) -co 6' N/A. N/A N/A S' N/A 1 6' N/A N/A I & 2 (TOP) LLEYATM 65,0 -72D 5'-C' TO T_r 7 1/2 tawxw� s/r. I Too PLATE INNEIIIIE WALL MOUNTINre INSTALIAILQ 11 ION WALE 3/32-.1- 9 9 9, 9, 1 1 6. ANCH011 WK . I *I SECTION I SCALE: 3/8' - I' SECTION SCALE: �118' 455,10 -72D _.!/A N/A N/A 6" N/A /A 6* 1 & 2 (TOP) - REOUCIEz Arve CAP I I , 7'- 6. 1 z 3,_ 3 n v- 4" t 9- 6- 9' 1 6- 1 6- 61 61 1 6* 1 (BOTTOM) lo, AN." SWAG p") - 21/2 V-\ I LIFE SAFETY STOW PANEL CAN BE LOCATED AS AN END PANEL (FtRS7 OR LAST PANEL) 0� 0'3 3 3 OR (ANY PANE� LOCATION IN SE)WEN END PANELS)- & EA ow - , ___ - ],� L ALTERNATIVE ALTERNATIVE 4 LtFEASSAFAM "PrEARNIUDI PAWNEL MIMIC* PACM �ij SCA C - - 7*&W 11 ORNI 1 1/2- tW/ OR MAY NOT BE INSTALLED ADACENT TO REOUAR PANELS NOTE,) 'S Z� 11. THREIM "MIAMST'Co U) 11 LONG BRND� aus" OR REGULAR TRACKS.) SEE NOTE i) MAMUIJ A"� U I iMD 0 5/6'W FAIR MP IW AMW CASE. 40M 4 Y" MW TOP 21 MUI APPLICADR S.S us� 0 a- Do OR 2 LIFE Sh NEL CONSIST OF 0 039' GALVX412ED STEEL STORM PANEI_ AS n 1/4*9-20 PARRAOTIE IWQ1 0 00 ALIERNATIA W90 FRAME CONDITIONS & ANCHOR LOQ&TM DESIGN SEC ONSTO m"MuM PAI(IEl 5ECT19N 9-8 L_ L) CCl%�f76 PA NY Go ATIG' LENG711 'L' SCALE. s/r S4 ET PRESSURE U� MEIN ""10111104, PANCUIATIE PLM 0 5' 0-c�% RAUK I.L.1" OF .- " 7-Rell" PENETRAT'U'l 10 NO W.00 PER 2 Of DRAWING SCALE: V32-.1- TO Iw �l 1/2' W, THIS PANEL ALLOWS ITSELF TO BE REMOVED OR 114ST410 FROM THE INSIDE OF THEM 0- 1 1 CONCRETE CONCICIE �VT114'1 STRUCTURE. % 33 �, PLATE M SHUTTER TRACAS NOT SHOWN nwl CLART, IL2' A lr 2 (BOTTOM) 7'-8� OR LMS if- #HOA, .-,* NrENSe S 3. LIFE SAFM PAN BOTTOM) 7*-S' OR I, V WALL MOUNJING IN$-TAL-LATIOU "kol TV MS N I JAREOUIRES TOP T X 70 HE COMPONENT(2)& BOTTOM TRACK To +52.8 -660 2 7--6- OR LESS A ........ Lu BE COMPONEIMAY SEPER SHEET , OF THIS DRAWING. N IIISTALLED WALL OR 2 1/2' 4� 3 1/2' 2 (BOTTOM) No. 44167 ALTERNATIVE 1W C MPONENT FLOOR MOUNTED FOiLOWING SECTIONS 1 +55 0 _7z.O 2 1/2' 20ON THIS SHEET, AS WELL AS DETAILS I & I ON SHUT 14. 2 1/7, z 1/2, N/A N/A z Z .55Z -72.0 2 (BMW >7'-6' TO 8-0, FLORIDA BUILDING CODE (High Velocity Hur ii;Onu Zone) 7 FLORIDA BUI z FLORIDA BUILDING CODE (HTgh Velocity Hur come Zone)[ LDING CODE (High Velocity Hur lcone Zone) = : _x RL'al). ING, 4- PC.. LENGTH FOR COMPONENT 0 5 15" z . M .,. ANCHOR SPACNG COM NENI (IDANCHORAGE AT BOTTOM IS GIVEN ON /A /A No. ET PO 1P 11 RnM INC. 20 GAGE GALVANIZED STEEL STORM PANEL SCREDULM & 2. SHEFOR 14, 'CC Z 20 GAGE GALVANIZED STEEL STORM PANEL IWUN 20 GAGE GALVARM STEEL STORM PANEL DRAWN ft DRIARN ari I, INSTALLATIONS ARE 04LY VALID MR SA W OrX MIGN LOADS UP TO COMPONENT 6 MAY BE PERMANENT 09 REMOVABLE S:AIE Is SIT UP to PROTECTION PRODUCTS, I.I.C. 11MIC0.7 GLOBAL PROTECTION PRODUCTS. LLC. "T"e"c" l55,5, -72.0 "t AM PANWS LENOTHU"Hoo IILIECOiwcj�GLOM 5 SEE OETAPS FOR INSTAIJAMON INTO WOOD FRAME SLALDINGS ON SHEET 15� Y1111 -L GLOBAL PROTECTION PRODUCTS, LLC. 11L 1E C 0 ine, no S.W, 51 SIRES' leRo $=., 11 Soul FGq NEW WOOD MkW CORSTRUCTICk WOOD 99MRS TO K SCLIHM low 5 11 SIRM 6 S SHEET 4 POP DETAIL APPLICABLE TO THE NECESSFY FOR THE INSTALLATION OF ,v,-�. - ... A, .... - '(0u)"e-ow 20-176 fiWT Olam"M.4 Go PAAlC W11 ckm� R_ Sul - SEE , I. (.)NI 20-176 PINE 11.� 1�!/ FACERS AT TRNC95 INSTALLED ADJACENT AND BEYOND TO MCCO/WCOD BANM 20-176 _$PECIFIC MISTY, 01 G-11 OR EQUAL, PHown t*51-We-1W. FAX. Milk %Rw.0 - DR-0 < &A�0000119 - I ;G;;;� I - I - . i - I - CRAWINC N, wiAARI SEAL19ONAIIAKA)AW SE-1 5'a"ATURI VOLT" . `UJ` �, P.L Au� .11., ; 1 - I - I - 4 OF 24 ROMA �, 1 44167 SHEET NO. SH 1.1 I __ � .. � 1 3 MAX I' MIN, -.,-- D.M..,'04. --'-- � - I I ,-, I - . ANCHORS (SEE SECTIONS ON SHEETS 17, IS, IS & 2o)1 -1 1 . - r* U/17, 41A/17� SA/19. 3B/W? 49/17, 59/18, 3" MAX � 6AW/19. IAW/12 & SAW/20 r* ww/l;, IOW/19 a NW/20 1 - tD�_ __ , - � _. - . � -1-1.1 - . - -j- --rl------ - 0__.,-- . __ . - �.� __ 0 ---� I �-10----- - 0 0 0 1 6 � ___ _�___, ---T-- -----7-7 I , I I I ! i � , 1 q I I 1 i . ; I I � � . Ill ; I i i 1 ;L ' Ill 1 1 � ; 1 I I 1 I I 1 1 i I I i � 1 1 1 1 , I . , , 1 i li : ; I . 1 !I i 1 !� 1 1 � !I � . I , i I � � & Q) � T I :; I I � 1 :1 ON 11 I I � �� clllwo�' .1DALLA sic" -Na. I': 5 , ,0! � , ! 1,m. i� I I � � Ra"'A" I � I I � I LIFE .E, ,now Rmu . : I I I I , � I I � : 7 1 ----- - _ � - , - ,,, -,. I ____ , 11 --.,. I ! _ �, � ,, - _____ � � I � j - - � �, 7 _-7, I— _ � _ _ ,1 _ � _,,. ___ I _L - ______ --- - __ - '____ -"- 11:� , � ----- -- 1. � I .__ - ,-I A ; - I � , I � " , , � , EL LENC,fl" . � � 1 6 -- �;% v�,_, r �- -� � - � �W RAN __ ---- ---- - - " � i, ___ � I "" - , ` ___ ___ � , � 11,_ � � i - I fl -,I , i , j i �. __ v � I A.. A"/�. id� I : : 5�1 , i (SEE SCHEDULE) � I � " i , W1w *0 sAw" . i , , � __ -1 : i � O'"UN, I I I I � � I I � I : I , � -f- t _� I � e I 11 . I . � � , � , � , - - � /,�L � � I , � � I � � . � � I I i 4 � 1'��, I , , I 7,f : I 1 : I i i � � � i ; I i I I ��, � . : I i � I I � ,� � I - � . ,� � - I ! ; I : (O . 1 � , i I , � , � - � I . ) I - � I I - . - � , I I � , t , - : '10 I I � 11 - �� - - i , - I � � , I I I . - I , I I I I __ �_11. - 4 -- 4____� --�__ I � I I Lg ai� I ______ � -1 I �, � � I i X- --- I � __ ig ___ � ___ . __ I I � , 1, I : -1 - __ _� I ` . 1-1 - -911 I - __ I �i - . I 9 I . 4 E- D.m..0-,4 I . I _- - ""`_ - Kr . LEFT & Aw - 3 MAX W17, "/17. u/Is. EXMgjOjt '""O' ��11'1 ", 48117., 591 3- Nji 1: MIN. L*AAW/19, 7AW/19 & SAW/20 I .1156/20 I' WIN. - - - - _. ___._._____ - .1 ANCHORS (SEE SECTIONS ON SHEETS 11, 18. 19 & 20)- -- - - OPTION #2 FOR LIFE SAFETY 5TORLA RANELd., ELEVATION SCALE 4/16'-I* 11, - CAP �F ,� ()I-@ I i I I � 61-9 1. .A�_!"I�w 01m 'T� un swrY 2ii . 1.1-1 - - - , `, & PANc, 1= J 1 ;�=��.Tz--,-�-774-2-+,�---��-�-� �, (1-1-1115 1 /� � " \� - ; ,,,�', , � � - ----- :s7t�7_�,_ , , , /-\-- --- +=,,----- - � , 1-1 , / � 4 " , � ,/ "-- , I ,.___�� �_ _==.:�___,______.'�� ,z__,____i ,16 _,_ _/ I - - - �=_ ___ �� - , ... =F�a -I m____1 - WER10 . �_ / L SECTION A - SCALE: 3/,67-1- ITRXII; ll"W-"OM!]*.Iitiamigi4;i-igjzl4wl.lvi&Mf.-IM�AN,3zlo IIIMiIIIIIIiIIIIIII 41 Kwa-k-laol"t ZLtmuj;ll�1,LILVKW;.Izmm!L:;iLell;jm-WAIL-I";]:Iblni-q MAXIMUM A.S.O. Max, PANEL LENGTH if I ESIGN D PRESSURE L (ft.) I MINIMUM SEPARATION PANEL I RATING (Ps.ff,) 1 (SEE SECTIONS) - TO GLASS I 110 CONDIT N , I I +55.0, -72.o 1 81-811 2 3,W 1 . UNBOLTED I INSTALLABON INSTALLABON DETAILS FOR OPIION #2 EN INJEE S-AFE11 STORM PANEL MIN INTO EXISTING WOOD STRUCTURES - I— I 'I--,--.-,-- , 1� , 4�� " ,t� -,-L ----- - - , .� I - -, i � "" I I - � 1�_�, I I I 1, � , � F, - I _L.L4 � - t�i � - � �1 ., - j,� � 11 - r.- � ____11 - -- - i I �T " , � -1 _-, � " - _ it, " 11, I - , . . I - - - ,_ - _ili , , ,,� �__,_�._; , . � I , ------ - U � , �'� � , ,_ __. Ir I , � I I I I- .1 I'll 1� - "I - I . ............... ;1 I , ,'I I � I , �Ii - o.jA111I ,-V I T ON 0 Or Qc. , W= ,,&NDER ... "I �� I Rri'g-50 e 1. I I -, - , . - " q 'I I/IV. TAPCGN 0 a, OX I , . ;l - 11 , �, d �t� ; ! 1. �, , " �,- 1� ---I-- I � WOOD , ,-WOW READER , � I ,� 11 EQUIRED �IiEAUIPVER "" , " W 1, - 11. :, � -11 a 6* 011. '01 rAPCON L','_'__j7_ 1 � ,/" TAKON 0 a' Q,C W/11' , � , ., /' 1, , � V I " - - ,2 . , MIR � THREADED - �� M /� , � , ,- - I - 1 , W/I i/2� MIN, THREADED I I I �5 - - I � I y ., '1� �, - - I 1 /2* MIN� THREADED ,�� , ,;, � " */I 1/2, MIN, THREADED I � . . � I I ; � RON A I WOW HEADER I � 1J --a. AT - I I " � A READER " � ; i�, , . i . I I PENETRATION AT W� I I : I � PENETRATION AT WOOD HEADER I I I HEADER - I , I � , �- , 4 - '. I I 11 . . I Ali - . , . � I 1� I., I � � I : -_ , . I . � I L � I I , .1 I ", I ., � -,�i �"A� it - . , . I I I fi-al 1 1/, Mex � -Q �f � .1 � . � � I - - i2_ I U., p I i I I j .- " I , . , "I , __ I ! � 'I 'I , Z - �4 ,/I. - � I 4-4�m V_ I /21 t/4- I I , 1/4" 1 j - - I � . I . - I j, ! __ I I rl I I I � I 2- 1 � -I; � ,�, , ,,l j -1 I � 2- I I - L�-��, IN- � I� - � . I I . I I , -1 - I - I I I - � �� j� j " , j i� , -::i � - [ nrl -I I- - - , i ; � 12 t ; CORT : t 1 o I � 1, I I � � I � -, �, ; � I I , a ,T]7rjo! -I-- , ; . cow � I - . I , � , ` . L 1-1 : 1, -- I "I I , 1�. - I - __ -_ 11 I . 114 I . M, I ?1! 1 7 ", : . . I i i , 11- � � . ST 11-- . � _11. ,41,,,- . I I j -_ I i,t��L i I � ;;�-- ; ! I � �� I - ,a I : I Uff�� G1 I � I . � i � 1 - a. . ; : , (�', i I I i � 1L* = I "MIND 1 - 11-11� I i GLASS � Yo . I- 0. =.` - - : i I I � : S - c I : � I EXISTING i 1. D"`HV`" ; ! : : I V Mex GLASS -- 'is" cUASI; - r - 5.0- � i , I - -AAARON . SHO", 1w (SEIP%an I BELOW) : "L_ V 1 � I I I PANEL LENGTH i f i , MEL LENITIN : sHaI Is) ON � � .,- M_ I (SEE NOTE I BELOW) ; I 1 PANEL LENCTH rxmimc 1. 0,m,6 GLASS � I r VIVE � . � I i - � I � I - - � I BELOW) W, 1EPANAIss, �,: " I =�� - - �___j (SM7 C, , '62" -_ '_ I I ., . " - �, . "I (SEE NOTE I SUvwl - I . . .. ,iiicr; ,O) i � 1 ! I I I A-- -�W,; , -� - . I z . S ,�, 4- , �_ -i 4 I IsK PNuET 15) I I I I � I 0*0-20.1, ! "' I SS -.1 j - -,-- "I I � � . S� ,/ __ M V � � , , 7 � . - . , � � � 1 1 , , , , I � I ?/fE`0 . 3/32 � I "NO NUT , L � I ; : . �i,o . a 12 1 'U, '� RD ... I (� I I - - - 1.11 11 I I 11 , "" 1 , . ,�, t - _ _�___ ,_ . - - - -� ,,, _ __ _� - " - - - I'll, , - , - - -11 , � " - - , - - _ "' - - .1 .1 , I I � I - . 1� - , - .__,__1111� a I� � � � i , I , ", i I " � � I � � f � �� - - : p - I -1 I � I - � � I I , �' - I r, I ;, /4-. TAPCON � I � � I 1 6. #_ I ! W/1 1/2' , � � I ! � t 1-11 � -7 __ - - r� I � j .at. , �AOEO i i i , - ,:_� . , - .I_ i , � � I, I _: � _,�, _� _ _ ___ M ETRATION AT _ _ - � � � _� -------- ,1 ___ , � � �,�, 1*01MOTH OF ; , � � I � - - I I I FpLU6_1jq7r---_ __ - � , I ' - ' , , � I! , � ; - ij, 3 I 11", i �, i i I 6. , I 9 IrIr `2� � � I f - I � � . C3 I _1 .J, r- . . 7 I (0 ' r f NT - I , i 2E i � I ; i I (D I I , - a .- i - 114 1 1 ft I I . I *2 � EQ� . - I,� I , , - I i T :� 1 I , _______i_ - I � . : I , ,* L 4 CORT I �7,'B`. A 3/32' ..G NUT ED , I ii� - - I __ -gw_gg�--1 9. . I I , - � 91 - � i I � � CONT I . :; . lfb,. , 3/52' WING � - 7 " I � � Ea. - I MIT - - p """I`� � , - -_ . � - 1 - I �� 1 4- I I I I - � EQ. , i - ., -- � . i I __ I _1/40-20,5/4'Si US. _W/ 064ar IL , I I 1 4-! 2/N3(4-5 S. US W1 -..3/32 . 7/ 7/8 1 "No NUT ( T� - /a P:3 32 No NUT WASHER 0 12 112- or I-- WASHER (UYDND) � : , I � WASHER 0 12 1/2' OC . � �: NUT WASHER (BEYOND) , r I I i 4- 1 0 r O�C_ i . , , - -- ;' � 1; 1-1 I -ON 0 `- o C - �. _TAGGERED */ STUD) (S 1 V =T=/95TUOO.C_ I - � , -, . - . SE , � j ) ! � , . I I;! �: , I THREADED I W MIOWTH . - I � I � 1z L _ - - - - r j -1 ;" - THREADED T;�: AT ,fiDffiDTH OF PLATE I- I . � � ; W/1 1/2- " THREADED I I , � z - _ri_ I __ I" 11 _____ - PENETRATION AT M1O.TOTH .. OF PLATE � , , � - � I � � I I I I - I I I , �= - - 7jjg;r�r , I or PLAIE � � - _'. - 11-.1- I - PLATE _KkZ00 PLATE - - -, __ __ - - _Z .A- WOOD PLATE REQUIRED I - -.- __ '"IRAWO PLATE , Ea ________ - -1 W" bmkMhfi.jfflj2M WALL MQU I LIA110H WALL MQUON9 ALURK&M IMALLADON Mw WALL MUM I UAIMN !i SCALE 3/8'." A&M EL 2 REM&M PANEL SME 3/8--i- SCALE 3/a . . -1 0MOMMIRM,os, SCALE 3/S'�1" N, TI / a=! , ...... .�. . .,� 1�, ., . ENS 'If *. FLORIDA BUILMNG I INSTALLATIONS Alt ONLY VALID FDR SULDINDS MIN ALSO. DMCN WADS ... � ___r __ CODE (High Velocity Hur cone Zone) UP TO .SSA -72,0 PSF ANT, PANEL'S LENGTH UP 10 8'-B' � . '. S z : %G.4 1 " * z z I . - "wo mmm. .t Pp RM PANEL 20 GAGE GALVANIZED STEEL $TO ~ 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUDYERN I . z , � PINE No 2, W/ SPCCFX DENSITY OF 0.55 OR EQUAL = - 1. � I 'Sl �,_�-- q - --- 1-101- dl� _1 r �_i 117�-, W; I ----------- ---------- -- � V`/m/sIcs ' `1 GLOB& PROTECTION PRODUCTS, LLC. DOL Z 111LIECOINC-_� 4!DOS. 51 5sEE` e,9�� CAW. FL. 3"" 20-176 "I", __ ,=_.._,___ I, - ARQH§`_ (WARM-6. 1Ax: on"Nw-an? -1 I - - - - ;i,-,,,,,-,T.-.--n-, -,-_/n.,,� � � CA-c-'s ,:.:F:==7=1�z- 1 E. I - I - E ,sA,TER A, nULA I., RE I "t � FLORIDA I - - meq . I - I - ��_�J_ I Tj4- TAPCONI ANCHORS 11 9 9' D.C. , POURED DONCREtf ., an CONCRETE ." I �, BLOCK REQUIRED I � F_1__ - � � , 1 14' I � iI,` - - - I -.0 � . . � � ; � t � I , � �;:f�.��',� `� �,,, �.�'�" I 1 � I � a., . ; � � I � I - uPAAAPw . I I � � --(T I =2'. - 1 1 � 16) � ! wl�l � r 1 1 1 I ; I 4 � � I I ; , ; I � . , IhISTALLATION DETAIL� FQR OPIION #2 FOR -LIFE SAFEIY � 9-4 PANEL SYSTEM INTO EXISTING POURED CQNCRETE OR CONCREJE BLQ9�1( SLRUCTURES � __ � ' 1/4- TAPCON ANCHORS 1,,41 rNpro" AAcRoR; 14 TAPCON ANCHORS . ..... _ - - a. OX� a 9 .. cc , 9 cc POURED CONCRETE I � I . " �, OR CONCRETE � I BLOCK REQUIRED -1 - "- r__r - , , I I . . , . I ,� .... I If., N�____ . � _. I E.D.- 'I', 11 , � I [` � 4wii �ffff� ; �'. I . .. . � � I '. � . - , � , .. i , �, _., S, I I I -=Z I � � - . 0 � � 1`- .Nam, . - � - Ij 1 -.0 I =Nq �� . , t�', 1113 I I , 9 I - I "I'll .1 ,I �, � � - d9 1� . - - 1411f 1 11 : C. j : I , I 19 . �? I 11 " ; , , , 11 1� � . -,� 6. � M " � , 5 �,�;;-;,;., ., 44 P4 ""U" C, � i � , � 1. - 11 i�� I , I � I �_ i � .�:__ - - f- __ : .. �, -1 r : -I . . � __ - I 3/3E* WHO NUT 0 12 I/,I' ox, i", I/ I I.. � P01JRED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLALTIOH SECTION 3A 0 REGUW PANEL SCALE 3/8--1 - el 1.."i� � � I I . ! i- E a.- _', I ; (a) . 4"' � , , 1 __ ,r ; * I I �� - _j,____ � I Ll,� 74�,w-,Z.,. 3/321 WING , -, WASHER (ar-D) . 44, 1NAEO" ANCHORS 4 I/2* O,C I A CSTACOERED W1 STUD) � , OURED CONCRETE OR CONCRETE BLOCK REQUIRED 15r&"IIQN SECTION 38 2 WFE SAFM EASEL SCALE 3/8-1- = SHEET I P & 20 FOR ANCHORS TYPE A, I - I NcHm m - �_111'! . INFUD's spAcwc FOR ,`wAUAT0oNS wo WOOD - - AND" sPAces, D,) 3 FRAME BUILDING. MINIMUM ANCHOR SPACINGS Me "I"'I'm EDGE DeTANCEE ARE INDICATED OR THIS *__ - aAJ) -_ 3 SCHEDULE FOR ED LOS THAN INDICATED DN SCHEDUUE REDUCE AND vmrpLwm spAoms sma" ON scRmLE P., -1 o-e. - (�') , I Acm EA ow owjm - filk" BY TRE FOLUOWM FACTORS FOR N$ opEkqxw ,a or possmIL REDUCED I -I,--- I I !e?� - " - - -_ A" - WACIND OBTAINED LOND FACTOR SHALL ND' at THMN MROWN 5PIC" .DCATED FOR EACH ANCHM TYPE ON THIS SCHEDULE ____ _ _a j1r I 11 11-1 __ __ - - _ � , . 37, � - , " I .1 - 1�66__ I- I 3 1/r I - I POURED CONCRETE URCONCRETE BLOCK REQUIRED F& * ,� " : , : � � � . I . I I , I, � , "':,111", � I 1�, , - � I . ,,,, I ! : L I I � UP- ,n � : - =,-" - ! : eml, IIII ; , 1, , � i � � � � ,,, � f I I IBM : LD.- ! POURED CONCRETE I ��, , ", OR CONCRETE : ,�� , � SLOc9 REQUIRED . rC -1 - , I I 1* : I ... � _- -I I 11 ,11 �f� r_M/-_, - - - __ , , 1. ! Loo ,�� : - ,,� � 1_� i I I I 11 � � � 1, j - � � (2) I I _-�I- �LL I I : � Ccor � I I 9 I ! 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I � ... �4�� TAICON ORB 0 4 112- OC, _KURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INS1ALLATION WALL SECTION 4A - EOURDO CONCRETE OR CONCRETE BLOCK REQUIRED LiOUNTING INSTALLATION 0 REGULAR PANEL 0 SCALE 3/8--I - Uff9yLNFL SCALE 3/8*-I" CODE IN$_TALLAT_I9N DETAILS FOR OPTION ,42 F98 LIFE SAFETY STORM MNEL SYSTEM � INT9 EXISTING WOOD STRUCTURES 1. I � ,7 ,--, ----,�-,- --- -,-T --,, � :Li� �� _�, � �, , --- �j� I � i_,,��, 1� 11 �, , I-,- lj.�, � � �0 - , , I �,i � ", I - . ", _'11�_ : �_, 11 , ,pll - I , -1 d; I ,�', �,_ . r � � 11 I ,,, , - . " `�', � I - - � - � w 1��' ,�� - _� I � 1/4-0 TAPON a e. D.C. , 1 i - t � I , I ,. T11 , 1 , -,V4'. TAKOR a 6* O.0 . � I � - . r' I I , .�� � �, � _ - W, , , , I 1, � THREADED 1L, - 1� r I I IN, THREADED !i � ,;�4" "� � ,� 1, � / / " I 1� I I ) PC IV I � I Zt AT WOW PENCTRI14 AT WOOD , - � : d i I I I I k I., I I �, ji � HEADER �� I � HEADER . I I I I I I . � ; I I % � i I w I �, . I , , �Q avvit � - -1 = - I, " *. � � - " , I . ; I ; 1/2 '/' I ". 1/4- . .�, I - I . . . �� �I �, =ZL=- _Msi4� - - - - - , I M.. - , , � � . ____ , , , 1 i.� , I �, I 2. r I I � , 2 WOW HEADER . � I I 'i � WOOD HEAD .1 I . �� ! - 4 ER_ � - , I I 1; � W., �, msl� _LL_Aai , � , REQUIRED ,� REQUIRED � , . , - . .1. , .� � -1 ; ! , _L - -�4 �-�t � . . _(2 � i I I I I I � ,� I I I 'T . IF-f, I - T-------!, I I Cowl. � ` - - '� I I �,__ __ I I . I- � IT _L TI-I!, ! : : - 31 ; � � I - sw,mmft I . z I . 4 I S=fuit - : � I � r_ w 10 � � EXISWI . ON SHEET Is) � ; � CLASS I I - moFANATIoN : I TO MAM � '12 ��. I I , � 'L" Me.. , I = I.,=7 r-Dfa EcRED'u- : ( PANEL LENGTH F _ _1 � , - , �, PANEL LIENGTH OR %w 'a) . SEE NOTE I BELOW) I/4*#-2O%T_* , (SEE NOTIE I BELOW) I =NO-i I SS, M's. -/ . �, I �. - I I - 1__ - ,- i I 1 -2, 1 - � - --� - 41- 11, � _ I - I ; , `L:7-1, I I_ I_ I � I I , w_ I NO," R., ,Y- il-, --- `p -, � � 1 11 I __ -: ,`� , I, � ,� - : I f __- , - - - I � : I I i r I � ! : i " , I � �- - , __ i I i ; � I f l" i I I I � I � : t �� , � I i � � 7 I - - 1� -11-1-4 --- I I � I I i ; I'---- _11'___ - .-.;L- - I : � I ; � 2 i , I I I I � . I � I � I T I m .. � I ( � G I - I , =� I , � : : I L I , I 1-1 % � I I I I I - I I I I I `���7 - � i " : 6' - - . A EQ - - � � j , -1 I VQ.. 0 I *� � 1 1 - _ ______ '. � , - #V , EE, ,� -- __,-_ - " I , - .11 I 1- I T 1; \�. : I EQ. 1__.� I - -� _:� - . , . I .... -1 � I - _ -1 - � I � . I i "I I . I - i I i: I � � I . 2".4' WOW PLATE - - I I . 17/8'o . �132' WING NUI 2-.4- WOOD PLATE L-] � � � I � 7/8"t . 3/32' WHO MIT 1 i, 11 - REQUIRED I -1 t i . WASHER 0 6 1/4- OC I 1, : ; REQUIRED 1- -- - � W.HEII a 1911.1 I � I T . - I I '. � I � #14 -10 PANELMATE P , - II ANNELMATE PLUS , , LIUS, , _ , : 1. �_ - I - , � .. .... I .,__� -Ir W I _ . 0 6 1/4. O.C_ /1 7/A' , L_ , , - a 6 I/A* D.C. WIT i/iv � , , I , I MN_ THREADED PENETRATION , ,I I � � MIN THREADED PENETRATION �, � I . . ' , A, MIDWIDTH OF PLATE � . - , AT MfDWIOTH Of PLATE ", , , � I Ili _ --- - �_,_.: J.- --l"i L _� �. -:f", -A I . WALL AdOUNIIN9 INSTAI I ION 'MV00H."W", 11 - AUAIM ,A,��Njll I, ERN A� Ltji'�', j IE L, , ........... .1e 15, SCALE 3/8*-I� '. Euj"�p S.L. SCALE ,3/8'-I' FLORIDA BUILDING CODE (High Velocity No Done Zone) � J-4-11 . - -----I------- - - ... D , . ' wze AL"KE01 He , No 44167 - a 1Y = I � - 20 GAGE GALVANIZED STEEL STORM PANEL DRA" ,*� 1. INSIALLATIONS ARE ONLY VALID FOR BUILDINGS "IN K&O DES" kDADS S TIE . * �-, m -�, - . - - � �� �-__- - _,_, / 0/u/1"ALD UP TO �55.5_ -72.0 PSF AND PANEL'S LENGTH UP 10 W-8' � ,� S XTE Ut -, - __ -�,: 111LIECO,mc, \ GLOBAL PROTECTION PRODUCTS, LLC. , 2 FOR NEW WOOD FPAVC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - �, / HNE NO 2. W1 SPECIFIC- DENSITY OF o5S OR EOUR1_ I'-t" 0110W--� ___� Am 5.w. 5w -.4liu" p - I- I ,I,= DAVIL n_ =11 -, - , . 21= - 20-176 � .Nf - - wr_ FROND fHH)iww_,s..-, w, fw�ves,qpqy '064 1U A I * � �1111' --(3w.,-- - L.H_ - ORMNAis .; ",*,itt,,�,tt%%O-O"'SE-,V��E/-X CA-00057119 � n-i �__ i I � NXI'm A� TALM' P_ 1 I III." I FIORIpt !IIE j 1, 2 , I - IF - I , - - �-- � I I IN5IAUAIION DETAILS FOR QETION #2 FOR LIFE SAFETY STQRM PANEL SYSTEM INTO EXISTING POURED QOIqCRETE 09 ,Q,Q CRETE BLOCK STRUCTUREa IJ4* TAPCON ANCHORS I TAPODN ANCHORS a 9, oc WI., OC, L POURED CONCRETE �, 1. I - � POURED CONCRETE _- OR CONCRETE BLOCK . , __ , on CONCRETE OLD" :__1 p REQUIRED , - I , I REQUIRED .1 , , I - ". ,,14 F--c-:r I , )/A- . . . . . Mu I—— �, - Ms.. I , , - I . 11 - � � I - - - r . - i I - � E.Q. �,� I f I - - , , 1 1 I * ,. -1 ED 1_4 , ! ! � � , ! I - .. � I , , � I I : , .� " : i 1 � 1� I I - � � (2 � -, � �.-,�&�.J�:L.' I' � � �S � 141 _� � � cow, ; , I I I I . I � - q, i - __ '. , � ! , -'ri - _AF _� : �- Xcr. I I !? I FN 2 I I i 9NT .01 ! m I ; : B I I � � 16 1KIS1114-i � � 0 1=111-1, i [ .., , I i I d6 'I,-- -:. - " -1 7-- I— -,-�K 1 A I 1, ,� ` - I 9- I I if " .9 I i , I � i � ; % I ; �-- - t- -- I . (____ _ - -1 ,,, I I 4; __ " - - j � I - ,1 - I � - � I - �v Er ., b� : . ! e 11 ; _. `��"t , '_ ��, : ; , ; - .1 ; I i - . ___ I I - - , , I 9 DMI'A'A' I I . . I 9 ; I ; I ! I I . __ __ - : - 1 � -.1 __ - : . I I I I i : I I I I ; � . I i . 't. ` - - - � I : I , ,�'T-7777," . - - ' , -- I � ,,-I- t 7 77-, : � cl, - � ,��' I �,_, , � E 0 , � , E.0 * ". I I - "" . , � I : .��.`, ",_� ; I 1, ��.. � , I , : ! , .n ; I � 4"m �-,� i �, w I I r� ,�, I !� f��Lj_ , i � Y I � � � i��, - � -1.111. , �' � � ` - I i � 1,16t I 0'. PANE,MAr. -LUS W/ I$4;10-# PA4rLM TE PLUS W/ I .__ 4 � , A 3/"2� -- - WASHER _j/ . ,3/32' 'VING NUT WAS40 I o 0 I �A- OX (BUOND) POURED CONCRETE on CONCRETE BLOCK MW TIL6 REQUIRED REQUIRED WALL MOUNTING INSTALLATI128 VIALL tisTALL&IION SECTION SA SECTION 5B 0 REQULAR PAN 0 UEE SAFETY PANEL SCALE 3/8-1- ."o,1414110111t�,,',_ SCALE _�/s--I- - SEE SHEET 10 * 20 M0 ANCHORS FIRE & MICRON TYPIE 1/4-. - ;;�-J� [ I/... SPACHL, FOR 0wAuUVnOI4 INTO WON __ . - ANos$W IVAPN� 0.) 3 1 3 FRAME QUILOINe MINIMUM ANCWA SpAcit" ART, 4"r EDGE VISPACE An 1003m ON 1, -. - - [!!!!T!_�!) --------- 3 - 1 t- - SCHEMAX MR " LESS IMAN MICAM Ok SCHEDULE REDUCE ANCHOR SPACING In MULTIPILrM SAACM SHOWN % SCNISILKA W-) I o.- aes, o�) L:j = Alin"k. EA am 0601mali) Clam BY W FOLLOWING FACIOM FOR THIS OPERATION To U POSSIBLE "A'Se 1-1 I __ __ __ I vl� ---- -_ _ - I" - _. I_ .. - SPAC49 ORTAiNDO, USR% FACTOR &Wl" NUT BE Lm THAK, MINIMUM SPAMO NWATED FOR MR ANCHOR TYPE ft INS SOKOWLE I I 11. - 1/-_"� - , __1 , , , � � __ . _r -_,,-, - - - - I'll 1,0D ... I - - I � eti - - I � _ ___j 1 w I - - -1 - - ,___11��_'-��i�' . ' - : NO. 44167 * � I T xE, SE&/�GNATUAE/DATE m 9 In C= _j = n " I = _; 0, .7 In w -Cc 3: 2 > 03 = 1; = a � POEM � 20 GAGE GALVANIZED MEL STORM PANEL I r,p BY. \ GLOBAL PROTECTION PRODUCTS, LLC,j e`/"./,,vme LIEC 0,... 1 5 � "' b .w, m MON. ")m-F!"Al FA'x�7(��)=en7210_1176 , - - � 0 *,EolNttm .- - w , " - 11 .. _ _ � _ � __ _ _ _ DAMIAND .� PRA g. . , ; I PA4EIL SYSMA I E-Z MARC STORM PANEL SHOWN ON INS PRODUCT EVALAX)ON DOCUMENT (P.LD) HAS BEEN VERIFIED MR COMMIJANCE IN a I) MINIMUM EMBEDMENT OF TALPCON ANCHORS AND PAINELMATE FEMALE $0 & PAMfl.LIATE PLUS INTO CONCRM I ACCORDANCE WITH THE 20120 (71h EOEi4) Or THE FLORIDA BUILDING CODE, BLOCK SMALL BE 1 114, DESIGN WIND LOADS SMALL, BE DEFEIDANI AS PER SMON 11520 OF THE ABOVE MENTIONED CODE, B,2� MINIMUM EUSFOMENT Of 1/4'0 X ,X CA" -IN ANCHORS SHALL BE IS 7/0' iMT0 CONCRETE. FOR A WIND SPEED AS REQUIRED aY THE JURISDICTION WHERE THESE SHUTIERS i WILL Be "IsItALLEG 0 NO EMBEDMENT KID ANY FINISH MATERIAL SMALL BE: PERMITTED. , 0) FOR A DIRECILONALM FACTOR 0-0,8S. USTUr ASCE 7-15 AND $IRALL NOT 00110 114C Wit tkr 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULr ANY nNEEP MATITRIAL MST) TO DESIGN PRESSURE RA71NM INDICATED ON SHEETS 25 A, 26. E14GAGE ,tl,V INTO ANCHORS� IN ORDER TO VERIFY THE ABOVE CONEITION, ULTIMATE DESIGN WIND LOADS DETERNIONED, PER ASM 7-4; SMALL Of FIRST RLDLICIED TO X&G. DES" *NO LOADS BY MUUEIP�YINC THEM BY CLS IN ( ORDER TO 6.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON rHE EXISTING WALL To COMPARE THESE W/ I,W� (XSQ) DESIGN PRESSURE RATINIOS INOICAIED ON SHEETS 25 & 2& ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRLICTURE REAND SUCH PANELS. ANCNORAGE SHALL BE AS MV�RYONIEO IN fl�l) AND IN 8,2). ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THE' . P.E.D. AS TESTED WCK NOT OVER STRESSED. A .33X INCREASE ;N N ALLOWABLE SIRESS FOR WIND LEADS WAS DO- USED IN THEM ANALYSIS, FASTENER$ SPACING TO WOW HASS BEEN DETERMINED IN ACCORDANCE WITH N.O.S, 2DI6, (C) ANCHORS SMALL BE P,WkJXD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPELIFICATONS OF THE ANCHOR'S MANUFAC7 LIRIER , STORM PANEL'S ADEQUACY FOR IMPACT AND FAUGUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WEEH SECTION i626 OF THE ABOVE MENTIONED CODE AS PER FENESTPATON ICSTING LAWRATORY. INC, REPORT j 2032� AS PROTOCOLS TAS-201. I I IT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOP TO VERIFY THE SOUNDNESS, OF THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK Z T141S SYSTEM HAS SUN DESIGNED TO SSE INSTALLED ON THE OUTSIDE OF T14E OPEN94C ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, - INSIDE W/O THE USE OF A LADDER OR UET T141S APPi, tCATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PORPORMED 12, THE INSTALLATIONI C(INTRACTOR 15 TO SEAL/fAUtK ALL SHUTTER COmnONENE EOCES WHICH RF"N IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EIUILDU4G 10 PREIrENI WIND/RAIN NTRUSKM CAULK ANO SEAL, SR,UEFIER TRACKS ALj AROUND FULL �. SERIES IDDO INSTALLATION [-S APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED 10 BE LENGTH. PERFORMED FROM THE INSIDE Or STRUMRF_ 13 WORM PANEL INSTALLATION SMALL COMPLY WUN SPECS INDICATED IN NIS DRAWING FUUS ANY BUII.DINO AND ZONING 4. SERIES 2000 INSTAILAIION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTik SLOERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PFIRMIT IS APPLIED To. I LWALLATION, IS REQUIRED TO OF PERFORMED FROM 114E INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND ODORS. WC� E - 2 HANG STORM PX14EL SYSTEJAI- IS PATENT PENDING 5� ALI ALUMINUM MRUSkONS TO BE 60dE3-16 ALLOY AND TEMPER (UNLESS UFHMW.;Sr NOTED) 15� 0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRDMOC INFORMATION FOR A SITE SPECIFIC PROJECT; ; a. WHERE THE SITE CONGETONS DEVIATE FROM THE P.LD 6, AIL ALUMINUM SKEET METAL USED At CLOSURES SKA&L HAVE _3105-M14 AJJDY� IPJ CONTRACTOR TO BE RESPONSIBLE FOR THE SLI.ECTION, PURCHASE A14D INGrALLATION INCLUDING LIFE: SWLTY OF 7. ALL STEEL SHEET MLTAL PANCILS SHALI- rbiVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADL SO MR,, GALVANIZED STEEL IN S PRCOQCT BED ON THIS PEO. PROVIDED Hf/SHE DOES Nor DEVIATE MOM THE CONDMONS Of"ALF0 ON ZS OCSGWTION W/Fy. S$.S Kill (AMR ROHLEC), DOCUMENTS"CONSIAUCTION SAFETY AT SITE IS THE CONFRACTOQ'S RESPONSIBILITY. B ALL SCREWS 10 BE STNkir,SS STEEL 30A OR ,116 AlSi SERIES OR CORROSION RUSISTANT COATED CARBON WEL AS PER CAN (c) THIS PRODUCT EVALUA11014 DOCUMENT WELL BE CONSIQEPOO INVALID ji, MOCIFTED, SODIS W/ 50 "I YIELD, STRENGTH AND 00 kai IENSILE TERENGIN & SHALL COMPLY W/ FLORIDA 01,14311INS, COVE SECTION 2411-1.1.4 (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGMEER OR PACHIRECT WHICH W1.1 4. BOLTS TO BE ASTM A-307' GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, W7TI IS f�� MINtMILIM YIELD STRENGTH. BECOME THE =NEER OF RECORD (E.O.R.) MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR tHf. PROPER USE OPINE P,E-r. ENGINEER OF RECORD. ACTINC AS A DELEGATED ENGINIE-ER TO 1HE P.E D ENrINEE-R, SMALL 10, ANCHORS 10 WALL SHALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWRYCS FOR REVIEW (A) IQ-E?r, �'- !Qb0M W THIS P.E-D- SMALL BEAR THE DATE AND OR'GINA-_ SEAL AND SIGNATURE C-_1 -,I PROFESSIONAL ENGINEER OF : �/4'%TAPCON ANCHORS A:- MUNUFACtURZE, By JTW BUTLIDEX. INC, (MiN. C-3192 p.ILi,) RECORD THAT P"_ ABED IT /4 . X 7/8- CAUK-IN ANCHOM AS "NUFACTUFRED BY DEWALT INC. fMik f'-3000 p..Q - 014-10 PANELMATE FEMALE 10 & PA9ELMA_TE PLUS ANCHORS, AS MANLIFACTURED BY ELCO CONSTRUCTION PRODUCTS IS STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED Of,' A READILY VISIBLE LOCATION AT STORM PANEL IN . (f,..3350 P.. I.) ACCORDANCE " 'SECTION 1709-S-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL Of PLACM FOR EVERY QP,ENjNO LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING Coot A.i) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN10 POURED CONCRETE SKAJLL BE 1 3/4- AND 2- FOR PANELMATE FEMALE 10 & PANELMATE PLUS. I A2) MINIM M EMBOM04T OF '/4�0 X ?/8- CALK -IN ANCHORS SHALL BE 15 7/8- INTO CONCRCITE No EMBEDMENT INTO UfINGH ANY MAUERVL SHALL RE PZRIATIPTED 1/4' 0-20 SS SlOtVALK Ski USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENCACE 3/4* INTO ANCHORS. '0,11RUNILIN, #11, - A;. rk f iIA`11 t9 11;�� '. j %. A��) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS POUND r1YE �4' BE ON UISIEW, WALL OR .Z/ I , '�' I FLOOk ANCHORS SMALL OF LOW" ENOUGH 'TO REACH THt MAIN STRUCTURE BEHIND SUCNI PANELS, ANCHORAGE SHALL �OGEN;��- 0 I' - - - IN' 11 - BE AS MENTINW IN A3) ANO IN A,2�, . , �' li i_` 0 � 4 4 i 6 7 -� S 11 (a) IQ__EXV1b5_4ANC8V_L2&4_w&L_ . - TIT : = .*z � * � z - 1/4' 0 TAPEON ANGHM, A-- MANUFACTURED BY fj,W BUILDEX, INC --- -- - - : FLORIDA BUILDING CODE (High Velocity Nur "P. Zone) - _,_��- � - - �/4' 0 X 7/8' CALK -IN ANCHORS, AS WANLIFACILIFED BY OEWALT INC (F-1500 psi) ,� - I .,,m mvxo. m� ". 4-10 FEMALE I ".- ,`Zmnsif, ,,, 20 GAGE GALVANIZED STEEL =101 PANEL - 0 PANIELMASE Ill AND PAWIMAIT PLUS ANCHORS. AS MANUFACTURED BY EL=G CONSTRUCTION ,� .." ONMAIS, � --- I . -_ PRODUCTS (1'2071, P...I.) r, _._ -, - IV, , �� GLOBAL PROTE ;/Me CTION PRODUCTS, LLC. " Di'm � h 1, Z��� AINX) S � �, 50-1 . , ,� z,A1=_ __. DONIPANY OAAAC F_ xia' . A _,: - - H P'. ,I.,,- B.; (.1) - H. . WO-TiM5. - (114M)WHI-eM 20-176 - =_- I - -.1 - I - I - i - DWWws N� 1- - P, -_A`_/~U"IE 0,,XXd7I9 . -.,-+--- I Nkm A TUUT Z�, Is , " ,K0, Uq If - - I I I I_6" (3) (D C_ U) -00 (1) -il-, _0 > -C- U (3) 0 Zjl.Mi, =3 C L_ _0 = CU -0 0- . - En -4.- (1) (1) 0 a C/) :t-_ = :3 M -cu U) (1) -0 0 0 ja = 0 -0 -= W L_ 0 0_ = -9 3: C (__ .0 U_ - m C) -6.- ,,.- Co �0 I Cn Co 0 > 11 " < a) " L. (n 2 CL - - U) 'R = Co c- T - 39 F -0 .0 C/) < CID = I ,= -cc 'm .= a, = I ::- = t 14 z z w mi - - COMPONENTS FOR SERIES 200Q & 1000 E-Z HANG STORM PANEL '/24 * J,sEE mon 2 WL" (SCALE 1/2-I-) f0a INSTALLAT19N DETAILS FOR SERIES 2QOO AN12 1000 E-Z HAN9 aTORM �2TJ li-,,s '/24 1k, L */ OR W/o &O A, N.A. 2'/24 10� I �/24 10� (sm 4m " 041w, RANEL(I)INTO POURED CONCRETE OR CONCRETE BLO t A, ma I _ _ FOR cnx*%E`�E ANCHOR& 311 '. 11 0 T Tkur I'D r V. DICK ,,, - SCHEDULE: __ ----2,%, , 21�_ SMON � ---- - L __ S=m FDA WDOD SCREW—- - � � - I - r. ON SSW 29 , I - (SEE 9= r= I W., _____kt�� I - -%41. 1 \ I. . I ixi� Al 2 1 1 1 / � i = 00. _, - -- " L - - - L ,5,196- (EDTAL WTOTH�-- - - - - - - -- - - - "' - ' ' I --- - 2.250' �- 2.591 " - 1�_, I __ / - - P-1 S., & -,.,-m=-. - -`,,-�, - 11�_A L I / L * 4;�,;p . - - __ - - .) 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I . j ��!617 _. *1 - I ; ME� _�__ 1 T 31 o'"'N' __ - QOMPONENT5 EOR REGULAR, LIFE SAEETY & E-Z HANG STORM PANEL SY-SIEMS - (SCALE 112-l') - - _ - _1___-__1 I I - - 75.12,5- (TOTAL MOTHl - - - ------- 11-1 � 11 - - - _2.,ar - __ - ! - . , , - - - -12,50C (EFFECTME WIM) - - - - - - �L ------- i __ T� I- � i -,IQS, ; , '10-200le _750 - Ss. STUD FVVEM - -,-- - .1 6 1/4- (TYP-) ____ � - IN �3741-- 1,00' -To AWAX a 6 ,/4, ,-,- r _- 1.350- - 5Q e � , , - I zw - ;- 1.350 - - I 1250* I I :1,500, 'Ise - .we I , , , 10' -4 .'.25:� _ I I OR 0 17 1/2 O,C ! I NPI SE .17YERSED) ,- , .r .�, : I '.1 ek I ' ED HEOM . i 0 02", 1 THICK CAUVANIZ STUD, \ � I - � '_ L_ � __ -, i h ' , , 3.375" - I , ( I *_ _� � L-1- i __ �,_ ow"I .640, ___4t __ 1,171- - -3, Om, I " " - I.L� i " 1�--11 I EDGE ASIM ASW P I 2.1 i .081, HEMMED ��O" 1 21126, - - - . 1GI-* I_ I L -S.-, - DCTAP. A __ 49 - .- � - - - - - - - - -_ - ----I - - - - - - - :�. -I - - I -i ,, - -3 � n_ TYR) -- ,! 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VAUD FOR 3/4' _11��" ", 'I., CONCRETE ALL DESIGN LOADS AND PANEL CONCRETE ANCHORS_- - 11 - , - rtNNCA,r0jU C ER�X EXISTING POURED CONCRETE LENGTHS PER SHEET 3. OR CONCRETE BLOCK - SEE SCHEDULE ON - , _E_b� - - :1 I REOLJWD� RECUIRED . �,* ;' MAYL ONG ALUMINUM SPACEAS 0 2 1/2- O,C. [SEC TABLE ON SHIM 0 THROUGH, 10) , , #1 SHEM 1� & 10�) CEILING AND ELQOH MQUNIING BUILD -OUT SECTION 4 SECTION MOUNTING 5 WALL MOUtITING / IRECT MOUNT W/SPA.QERSn9 12R k SCALE 3/8- I' 'CALE 3/8-,. SEOON 6 SCALE 318- I' "I'll", 0*t"11"Fill"T :..Q/�"I`% , ,�?� JA�_" ' .1 .. 1% �r j�` :�� - . ,E . .. . _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) z : z : o� 44167 '� I . — m.tD. _ T.P. 24 GAGE GALVANIZED MEL STORM PANEL - - -1. zzcmhL-�: E.D. - WOE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUM ANY =� ** * " * _= - F ,_ I ' I . - � ,', STATE O_ -. . I � - ,� �V�;,_-- �X`to 0, - 'I%. I ", ` I VAAsw W� 07/27tm ' 11L1EC0,jN,. GLOBAL PROTECTION PRODUCTS, LLC. .aO 40, ?W�rG a I NO", Its �, SPRIGET - - - - - _=___ � 'L. 3ml. 20-175 INSTALLATION. ........ .. '... FW (1,H)AIS-7.5, '�- (RHAsIT,111.7 - � '"") __1% ,--I- I '", -- - DRANPIC I - -7----7-- I - - I — I - ____ __ 41INHIM111 ISIONATURE1,1411 - C,-O.W *�TEA A TLLIT`�'T FT, 1� I 1] �� � � ��� � � : � � SIT", =" " _ F ;� # 44AS7 1] � I _JQj2L _ _ - __ INKLALLATION DETAILS MR SERIES .2000 A 10Q0. E-Z HANG SIQRM EANEL I INTO EXISTIN9 WOOD aTRV0A1RU - - 7� Mil ,ml.""a SCREWS a v O'L, ,,, 1 ------- q__ i, - - �L r 1141 . .. Is i5� lt.� .1 , :�7�� ri� . �: 4I __ I - I , ,/2 .I, THRELIPED mwr%,�m 0 'An, 2W AO�11* I,- - ;, � I � - v6w, woo IwER �, I . 1 TO, Um RVOUIRED !/,-. LAG seftn o 6. cc III,, __ I 1 1/2' J4, Tt�llr, F.WIFATIGN � - � � -To ExIETYNo wm ,TCADEP ____T__:�� �: - I , FLAT CA ON LOVE ; I , 12' -, nNE'low PWILTRARD. 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I � � _ i I'_ q�� THREA-W- �ENE;AA`T��ON VT It,'* U,z SCREWS a r ./ (2) 2-� I I./ THREADED "WTRATIoN WA G WOW RATE FIDOUIRED LIT MI' FIA, � ON EDGE ALIERNATWE 2w � I � ;;; i Now PLATE RvIjAFD . OF HLAIE __ 11" 2'14' A00D FIAT IMMELLMISH1141 scALS, !/r.1' I " � � if FIATc `L`oTqs111 rw OR ON vDar ALIERNATIVE I _w - f7"`` T - , , - ..... I. I - BUILD OuT fm NG SCALE 1/�*-T' � - NOIES, I oW,7AU T ' OIA�T FOR �, , I tl;�� FLOOR TO CEI I^ MOUNTING m AMAUAMMON, ALTERNADVE 4"W ARE VALIC aUf,V4NGS VTH A,SD LOADS U� TO '660, -75.3 PH AND PANEL's LYNGTH up -To 5'- loyIS1. � ,-. - - 1fl_.T__;;; ItI, 1 ,HvA1HHH,N,,A ERM - - _g - . __ _ sc,w]: 1/,--I- 2 FDA NEW WDOO FRAME CONSTRUCTION: WOOD MEMBERS TO 01 souT1,011A PINE �: - , -'-_4 I " t ",�t� ,!!i1/,?- A', G,A'x ,�,,_� , H.. I w/ Sprjcvm mm, L.v� on fot*_ __ O' _____ : - - ,�, I iw " ,�-, --"\CE,N,5�-!y;,-_ - '! __ , z .1 ___ - FLORIDA BUILDING CODE (High Velocity HUT 'core Zone) SEE SZQ= DA QuOICUE41 FOR AT TOP � -.-,:CT*N TO TNI_� 11CF,"I"ANIAMIL FA.= 0. i ""' , v,L I ww HID", I f .' N1 4i 167 �. 1= -_ 1.10� 'In.. - = _*; * " * i z : `_ C 17��, - 20 GAGE GALVANIZED STEEL STORM PANEL : IF - �� e, I= OR 21O)c s IES t11`STA_LQ`*N `OIE ft ,§, .---- j PECLow t - HEADER Awajmw"�, 1�s -�,, ` STATI OF ...... , Fl-----;n :� I - � , _.�, " ,I �, ` *' .. — ,-r 110fco'"t ,,�Ol �, :�, z 1,31'., r7 , .. 1� I. . .. .. ��" I ,� I /� - GLOBAL PROTECTION PRODUCTS, LLC. C'/ML""`s � IH Smw ___t1_1 .A. 101. IS GAN' a, CGIOThIm, 114 Im I a umo , io .1 IN ",,',,'Z,1,�, ii ,i I- t ,,,, - e -11 - I "a - -1 I." . - - '=% 1"H , - 1� .I IC ( Aft-�. -. Di.i..m �om: ( 20-176 I At*N, NOTE SCALL 1/4' I� SHINIER I-A"M NOT %-NN - f1AF1,TY "I$ ko,I� � , -11 � "� NF-1.15-_�MFr_m ww A wAF j�, p I I- M M - - - ---,-- �, # 67 --T-----rr--7--_---r_ -- I � --f-J-11 1-11 I � ��� . ="� " I - . - I --- � � � __ � :4.11C 'I., -11 ; MAXIMUM PANEL LENGTH "L+" OR %-" (ft) 0 __ . M"WFW A S-CL OIESRUN PRESSURE RATING Cp..f.) (4 � -) CONCRETE & WOOD INSTALLATIONS t -L;- ,_ 20.0 jWO-'j;7'�7- f2�0* ;;?,-Q* ----'- 8* --j�_ If`&' Inl _ 10�9, ____ M'D w-10- to.-O- Z_._ - I,- ___ __vT__4_ --to - 4&O - _;ao,___ -,- 46�67_____ _L*L-_, _*� ,.-a. __ 9 , '_ 1, ".. , .. � ---- - 8,-7* - 8'-9' ---,-.- -- - 0�__e - a' -a' - - 5O6:____ __ _;i� ------ I.T.i-II.- 0� _ir__j___ w__6____ - - r-r - -i-;__ _r_e � -1-1 - n_�� _______ 75.0 I— V-5, .- a,-?*, - �_ 80.6 -1- ,_2. 6'-7'- - ans. 0 7'-O' - -5'-- _____!�.�.____ __1i__r__ __JL_i:._ 6--a- ___±5!�__ 100.0 ___�L-!- - 61-5, __ - .a,- y 7, __ ____ 10.0 __ lv_i�_ - __5___9, - 5'-7 __�W_o ___ 1150 ___ . "945; _ _ - __ - , - -T-�.- - ____ 1-1 � I �i 31 1 *90141), 1#1;4 311 3A . I i " i I � - - Alow 'i-i-iiii,4-AMF.IMW�x-Mt;mnl4viI " OR "L-" (ft.) o I'D ....... ...... ..... � -) CONCRETE & WOOD WALLA NONS t_ 11 L+ L_ 20.0 t4'-4' W-0- ,-;T--r __ W___ . 0 _1 --;, 121- 07"' ,__i�:4_7_ I - _10;:;;�_ - ___2�_O_ mo - 10*-70* 91-9. - 4010 91-1. - 9'_1? * --Ts. T - 5a`v ----- -- - - - ��_o __ __ sm-0 - __ __ ____tPi._0___ - 1-11 --- �ii__ - 75.0 -9 �- I - __i_7:_ d'-7' _aT�; —;"--9"- - ___ 7'-S. —1 - .__ A:-2-..- __ a'-o* ___7-�r --- --- - _L_!L__. 7'-2* - T__2__ __ -1-1--l- --f- 1-1 �_ s'-8, --;T- - _____ $0.0 _ -- 7 ,-a . -, ___ ____ _!i0_.___ _�?.�!___-, 960 __�__QL__ - r-it __7 675- _!L___r__ ___!L-�' __ 6-- rl. - TDO,� 6,_ . I ��_.11�_ 10.0 —, -____i�773�__ - -_ - — - - TWO ,,5d-- __ - --------- 5%TT, ---;�_T�;- - 1196 . . - I - - �7--- B. MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM RAWI, LOUni ____ WIND SPUD 'i `70 " WIND SPEED � 170 P.h (11) - j� �ANNED WESPRAZ UNRESTRATWDI RESTRAINLO. 30 OR LESS I' I . r. , I 6 1/4' ,33 TO 90 - �90 TO F� >1;_5_�_�_F 1. 1. 1/2* ____ �_ _ii�L�__ I. 1. 7 1/2' 1 7 I/i_�__i .__ 1. i - 1 1 1/2- 1 UINIUIJU PANFL [FINGTH flnl FOR A GIVEN MOUNTING CONDITION * 2/4 T, MAX __ _ ,_ _ _ _ _ ANCHORS - (SEE SCHEDULE ON , MIN, I SHEETS 9, 10 &II) . - -7— 0 - _ ------- �-,- "I - -, - I- -t - 1 -7- - E -1 - 7 -r- - F- -� b, 1/4, 3/4, 4/5, 5/5 & 5/5 I[W/6, 2W/6, 3W/7 & 4W/7 - - � __.- - - - - — 3* MAX- � I* MIN I I __ _,�__ ____ 6 -I - . T ,I i 1 1 i 1 1 1 � i j i 1 i I 1 i 1 I I ; I i I I , I - 1 1 1 if 1 1 � 1 ! 1 ; 1 1 1 I I I I 1 i i i 4 I � c I , I I I I I i � 1 1 � I I , 1 - 1 - I � __ , - I T , , - _ il -- -1 ---- i-- L . - ; , i I 1 __ - - � I I i 1 1 I I 1 �, I 1 1 ! 1 __ - - __ I I I 1 1 I 1 - -I- I I I 1 � 9 - tj ____ - i - - _F_ 11---I I I r- I ! I - ! � 1 - - , ; I i I __ I I 11 , I - T_ ] it 21i , I-- - , 't - 1; , _ - I I - - I—- i I 1 T I ! I 1 . � v � ,,�A�, , - i i - I- � � 1 1 1 � ,- 1 I i : I I I i J 11 1 1 ,j �X, j I i I I I � !i UNBOLTED PANELS 1 1 . I i f- , � 1 , - i ; '�' I I � i I - I 7 � : i - - - 13OLTM PANELS wl V.-2o.1- SS, BOLT W1 @ 0 EA_ OVERLAP , . - I' (SEE SECTIONS AS I � � I I ! i I i NLS_ � i APPLICABLE) 1 � i i i I I (SEE SECTIONS AS APPLICABLE) I i I I , � I 1 � i -1 .. I I 1, 1 I , I i, I � � � I . �, I a - I � � I ! I , ! " 11 I i I I I L I I I i � d � I i I i ! i i .�. I �, - � i 1 , , � 1 1 I i 1 1 , � � , . I : i i i I S I ; i i i I 1 1 1 i i � I i i I I i I � ! � I � 1 I i 1 1 I 1 1 p I � 1 I 1 I ` ; , I I I I i i I ; I I . � I � D. M,,(�), (j) , 4- ' - L-I! I , Lai - I � � - I t i _1z , i I - 1 1 - I - .1 � . ._ @.,(g ii� , r - . , __ - - --- - ___ I , i ��.L; �1 :��L E a &_L r MAX' I I . - - - - - I' MIN. : i I Lot. 2/4 �- - - 3/4, 4/5, 5/5 & 6/ I* MIN, 114, 5 1 Or,( 5, ,W/6, 3W/7 & 4W/7 � - ---- - --- --ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 W 11 I - I I ___ _1 L (T) ELEVATION 2 687* - N.T.S_ , 14' M. GAP � (MIN, OVERLAP -1 WHDILE MALLEY) I __1 J. I Tt ---- � � I �kj - - , . .U. I I. I � 1 "ITZ, TOP DIRECT " HEADER 1 2,6` -, - - - BOTTOM wow, HEADER 1 1 ,4L I ,. CL-�= ..W"% - I DIRECT MOUNT -------r 46^ — N' 32' i 35- . , 55- _10- 1 SO- - __ 4 I'VX1,51 STUD ANGLE -�: -TR�& - - -w - I - __!, 1__��_.._ -,,- �E 1 3 32' 1 42" (1) RIAD-IDUM -r TRW ANGLE W1 SIDE CLDSVM 5" 1 32 . 32" 1 45- . � w 56, 1 561 It r=jm-zUI, -1 �-1 .- I ', 1 38- aw I %- I ;a- 1 . 1/4;�---- -'�:-�--- --I I L:;�-- -- -V-L/ -� \_/ ---/ 11 MAX, GAP I - , �j) i ci� NJS, NI 0 (1) L.z MAXIMUM ALLOWABLE PANEL LENTM FOR A GIVEN PCSTIFVE A,SD, DES" LOAD, L MAX ALLOWABLE PANEL LENGTH FOP. A GIVEN NEGATINT AS. (2) PROCE04JRE TO DETERMINE MAXIMUM RAWIL, UEMWK- . ON" A POSITIVE A.S.D. DESIGN LOAD. DISTERMINE MAXIMUM PANEL LENGTH %, FROM SCHEDULE - GIVEN A NEGATIVE X&D, DESIGN UOAD� XPERIANC MAXIMUM PANEL LENGTH %-' TRW SCHED1.11r. FINAL MAXIMUM ALUDWASLE PANEL WON M EQUAL To THE HNNUM DETERMINED PANEL U`fCTH BETWEEN *w AND _L___ (3) SEE SCHEDULE BELOW FOR MIN. PANEL VJW" FOR POROSITY QUALIFICATION. . t INSTALLATIONS *ITO WOOD ARE LAITTED TO A 95 RCt MAX A.SA- DESIGN P ! ___ - '�,:E% �RN 10 & I I MAX�k$�*. DESIGN LOADS k MAX. PANEL LEN R I = �R �"" �. , ,�S . B IS j U _ SPACES , , ,�". .... , �Ut . . .. \)u ly HIM . FLORIDA BUILDING CODE (Non High Velocity HIM . . . I . tons Zon * ; . I I 0-44167 '� -- i � TiAm INC ___ 24 GAGE GALVANIZED STEEL STORM PANEL I - DRAWN w �, * !�� : - -_ -- TATE OF :��, :-, - ;_ � - I -- .� , Z Tmrico. INC� \ I LORAL PROTECTION PRODUCTS, LLC. 01/21/m ,m . � � � �,4_ ORID01 ,`O� 7 Am SA, 5, StRal OAMC FL. =. TWT mwma IN rm"HOURAID COMPANY . ,,"Y7�1-,--W-z,t, ., � -i -'OV 11 I/ - - - .. . - - - Ps0.I_I_._ (--)--,--* PHONE. (96OM-1EM, I- (�isn_.m ,_ - , - ,_ - 20-175 me.. 1'. ___—_______ --------.- , -A—, f.7 1 IN�TALLATIQN DETAILS EOR REGULAR PANEL (] INTO WOOD SIRUCTUR-ES � I - - . - - - , - - � I ,.- - 7 - v -- - - i;F,--- . - 1 __ __ I , , ; -- - ...... �, �, -) I . � j�_ , SEPARATION " .�-�� � - __.__ , 1 TO GLASS- i - (_1. � -r-11 1,E SCHIMULE 1 ,, , , , 1 _WOOD ANCHORS I 'A , �� ii� IT A I r '�� : , , r LE ON � - I SEE SENSEL, I r' _. �_ � � 'I � __0 T/"*_2RW I I SHEET I 1) i� � Sw PEND m" I ON SwEr, S) i . . 3 , - 1.1. - I . : � 11 . - :� ,* Is 6 I/r Ot I I � i � . L _ - ��,& , - __+ (M-Pow, . - : - - . I �� --- t- - I - I . - - . . � , :1 ,,� 1��, . � I . I ; - - - - I --- I I - J? :_ 7 " -T i , L ... .� I �, . - � �, � _C2, - kJ , I i I � ] � PAN LENGTH WOOD HEA , I ., . , 2 f I A - � I 1, , � - `Xlillqk� i ,oCk � ,' I � WOODANCHORS - - , I I - I SCHEDULE REQUIRE13 "t , � � �__1'11' (Ser I .. , . 1'�y tSq SCHEDULE ON I ` - -1-1-1- - 11 - r ,/4* 1 ____ 4k - 11 I SHEET I 1) O; I , - ____ __ __ ---I-- I ON SWEF le SPACER �� . . . F I - I'� , ,4 =Td= MAX. I I . li� . - �� ; . C�F,:L_ 1� � 9 ' , a SPACER : . p I . ---. - - �_, ___ I �_') MAX '. I ; � , I WOOD HEADER I 11 . � ; � I f � -1, - - t ,�t , �', , ,;, , � � _ k, I I � UIFILD 1 2 , I � ED '. , r I - , , , MI,. 'k �, . t I -1 I I � , I I - - I - - �, I ; , I I", "I - - I , i �� 11 ! '] ED � 11 ,11 � � - I � I . �) - C . ............ . . - , I � I - : - , - e I - . I t. - �, 1'� I I - _ -_ I_ - L I i I - I I I . . - I I I � - � I I � I I I I I . _@ I' MAY- LONG ALUMINUM $PACER$ 0 Q 1/2' I . I - I I i I O�C (SEE TABLE 01 ON SHEET 11-) I I MIA, � SEPARATION I � _J) I 'L' " , � 1 , SEE NOTE " B40W FOR LIMITATIONS FOR ,I I �'. MAX, � , , To GLASS, - mkx I I � 1 1/2. LONG SLEEVES, I PANEL LENGTH I PAR LENOM I I � I � �; � I I r-( SEE FICHEDUir - � . � I (SEE SCKMAE 11 (SEE SCHEID LE , 1! 1 ON SHED 3) 1 ON SHEET 1) I I 11 ON SHEET U3) I i - PANEL PATE FEMALE 0 OR PANEL MATE , - - I ,; � PLUS FECE SCHEDULE ON SHEET I 1) t I " ` I " - I . I , I 0. - � . I , I S�. .,O I i � 1, k . LMERuIO f M` I .; � I I I _� ; 1_"11=__I "I 1 SEPARATION 1 2*x4' WOOD - I STIND� I To GLASS EXISTING- -4 - '___ - I -_ "I I PLATE WOUARED 1 GLASS (SEE SCHEDULE i GLASS 1 - ,!T) I '� I DIRECT MN W1 SRAQER I 1� O SHEE EAQER _& 1�- ", --- - I 1__ I * I - - I - . . I 1 7_1 1 � : - --fur SCALE 3/8-1- 1 C1 ) I _ I t � F, ,,, L "! sox I I- _j " SEE -ABLE #I ON SHEET it Top MAX. PANEL LENGTHts & I � a 12 112.., Ox. I 0 � � - MAX. A.S.0 DCMN LOADS FOR THIS INSTALLAMON. I � , , L, : . � �- I 1 I I mu� -0 1, -1 -1 I 4-sj I . 1� T� - I I I . - I I I � I . - 1, r2 112- 0 C E", � i , I ,� I I ��� . ' 4- - , - I 1 " I 60 � , 1, . --- 1:�� i /� I ( 1, I -------- - ------ ___ .... �, , j L_ I , -7. - 7 m 1 1 , I I � - -1 WOOD ANCHORS I ** wm ! � , I 4 I i � I I , I I eo , _____ ___ I - , I , STArGEREO W/ STUD I I , � � I I I 1� (SEE SCHEDULE ON i I - _Nz� - 1 ��, SPACER INT MAY K 1 1/2* LONG IP. - � I I , . . . I : SHEET 11) i I , I � � (1) INSTALLATION IS UUM TO A ONE STORY WLVAGS WATH II5'-Q* � � I � I (THIS IS A RESTRICTION ANY 2 , .4' WDOD -4) i;;;��_____ - I" M`*1 RIO, "ORP" I , , i � I - - I�I 1 - , I � i ft"m "IDINT amem, WDICAIW ON SHEET` . ; PLATE RECTUIREDD I � , WOOD ANG, I , '� , � -HORS I I. MIN S.Is. I. . .. . , I � ;"x4* WOOL) - STAGGERED i W/ STUD ,, _-� - ", COMPO PAWL NM` - - - I I � ON '"C" 1 4" AE REDUCE I - ,�, PLATE SECURED m ANCHORS GOING TIM I I n TO 1/0 AS I " !�l �, i ' PANIM MATE ALLS) Be = = AT IT Ill OIC I I, ($a SQWDULI ON 1 LEND AS THE FOLLOWARIT CONDITIONS ARE , " - I - 1 , - I - ,, i � '"' 'I' . EET TI) � 1. i UNIX IS A I I I SH COMPLIM WIN, � I I RESTRICTION FROM 12 f/2'6Z, SFACINC AUXIMUT ON i I I i I , I i SHEET 111L i (I) MAXIMUM ASP DESIGN PRIEMM i , � � I I � R&TING 6 TOO. -65 P.s.f. i � i , , I I (3) %W- 24 GAGE PANEL UPPITH a WINTED To 54' AT ANY GREW& - I - - � - � , I " Is A RESTRICTION FROM VJIM PAWL LD47M ALLOWED ON 1 i 12) MAX Us STORM -a UpAn't M I ; I i DIR041 MOUNT � SQ,Lmx� SHEET ill. I 1 12.'N ... � � - ( I I i 1 (4) I Ilt LOW SPACER OOMPONOM JM OWL BE AS W0400 ON WALL MQUONG (3) STOW PANEL INSTALLATION IS ONLY I I I SCALE 3/8-1- SKW 9. INSTALLATION OF I 2/2. LOW SINCER 0A AS ONLY I I IWO AN FaSmw wow PRAW WALL, I . i VAUR FOR "'No ZONES 1. 2 AND 3 a DD`Esea V *`PM . ALTERNATIVE 1 I i C-105 THE 20M (ft SCALE 3/8-1- 1 IN) INSTALLATION i sue"MSTANQUID Am EIRTION) OF THE FLORIDA � I ""a " 2 W`UV ONLY FOR WHO i CODE i "s-D, Is 3 PER ASTIM I I i I I "400111411111" I i L i . ______ � e""'t1k Ajk�'&,, 5� ------ ________, __ ... ____.______.._v - NETESI � ___ . I "...., /11� .41, . \P-E"$ .Yl- . I il I FLORIDA BUILDING CODE (Non High Valoctly Hu can. Zone) 11NAbQN_QF_1=1M: I. INSTALLATI ARE ONLY VALID FOR MAX. A,S.O� I F No. 44167 '.. �= oaott` "LIVID, `I`K. 24 GAGE GALVANIZED STEEL STORY PANEL .11-11. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHE; = . - * -- = , * . TOP & S�I`TOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - _`3 1. - . * It - ' $TATE ot��-==_.r� COMBINED IN ANY WAY TO SUIT ANY AL.IERNATE 2W') 'S �p% sIi� GLOBAL PROTECTION PRODUCTS, I.I.C. AME INSTALLATION, t_ / 11LIFECTAIC"\ f 46M . , � 7- Tuj, TESTING S.*. 5 SOW 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD , _* ,H=vEAING Cb~ - - - A - � �P,,VZ,,,� 60'L. _, - . - X .Nw I -I,," ��/ - , , -,I.,.,,-- _.F.m___ �1.4� 1A)L 20-175 PHOAL DLH) 44 � (_)ixsSn;, MEMBERS TO BE SOUTHERN PINE No - , 2; W/ SPECIFIC , 4 i� L .0.1s; - --I - - DENSITY OF O�55 OR ECUAL_ _'4m"vq*wNXA--P,-TE c1_C.DwT1. I _m Rx I 1� -----.- I -T ... - - , � - I !=A, "U" 67 � =__�_ � I---,-- r__ -------------.--------------------.,- I GENEM-Mm Dom OR WALAR L mm a "- " STOW zRoo, TI) ZQ� il*���-m&-2Kr"--�Emri_l�-�A��--MtN- I STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT LFIt4,l LOS BEEN VERIPIOD FOR COMPUANCE IN ACCORDANCE -- 1/4-* TAPCOIN ANCHORS, AS MANUFACILIND Bn � VW BUILOEX. INC WFO4 YF'E 2OZO f7in LIPTION) Ot THE I'LOTODA BUILDING COOE� IM STORM PANEL VALL NOT BE INSTA"O AT Hick - #14-11, PANELMATIE FEMALE ID AND PANELMATE tLULS ANCHIOn, AS MMWIFAMRED BY tEP70 CONSTRUCTION PROOtCls. VELOCITY HURRICAIE ZONES (MIANT-UADE / SAOIAPARD COUNTIES). - ,/4,0 LA'. SCREWS PER N -US DESIGN WIND LOADS SHALL, FA DETERMINED AS PER 5OCTTON TAGS[ Or THE ASM MENTIONED CODE " A OASC WWO - 7/16'0 � 5/8" WOOD BUSHING. AS OTS79TEIVIED By ALL POINT SVREW. ROLT, & SPECIALTY rQ SPEED AS REOUIRED Ff THE JURLSDIC"ON WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECITONALITY FACTOR KO�0.05, USMG ASCE 7-15 AND SHALL NO ExCCED THE MAXIMUM (kSD) DESIGN' PREMZURE RATINGS INDICATED ON SHEETS C 1) MNtMUU THREADED PENETRATION INTO WOOD OF TAPCOAT ANCHOPS SHALL BE 1 V2' AND FOR ELa PANELMANi PLUS C" 3� 9 THRU 12 & I7, le� AND PANELMALE FEMALE ID C.-A IN ORDER TO VERIFTY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCr 7-16 SHALL BE FIRST REDUCCID TO &SO DESIGN PRESSURE RATING BY MUL"PLVING THEM BY 0 6 N ORDER TO COMPARC TuM 4� MAyr ("S D) C2) MINIMUM THREADED PENETRATION Of' LNG SCREW, INTO THE WOOD FPAMt UNIT SHALL BE, 1 1/2' No IFFADED iz 111G.1 PRESSURE RATINGS INOICAIED .11 SHEETS 1, S 111.11 11 L1 17, IS PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE ROQUIRED THREADED PIENETIUM14 I i ORDER TO VERIFY INAT ANCHORS ON ,THIS P.ED AS 'TESTED WERE HOT OVER STRESSED, A _�3% INCREASE 114 ALLOWABLE STRESES FOR MIND LOADS WAS N= USED IN THEIR ANALYEIS� FASTENEIM SPACING 1-0 WOOD HAS WN DETERMINED 114 1��j) MINIMUM EDGE DISTANCE OF LAG SCROVS, INTO WOOD SHALL BE AS INDICATED IN S DRAWING In ACCORDANCE WITH ND.S, 20�a, 'S ADEQUAC'� Lon I PACT AND WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION I609.1,2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL ISE 5/8' 1/4� #' .0 SCREW$ USED SHALL BE I IJ2' LONC, MINIMUM = , 4TI Nm CODE AS PEA AMEETDCA4 TEST LAS OF SOUTI, FLORIDA REPQM #08 1 4,01 -01 AND 00219,02-09, AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO, THE AaoVr MC PER SSm IZ-99 & WEN E �30-02 STANDARDS, AND AMERICAN TESTING LAS SMITH FLORIDA REPORT #112301-ID AS PEP. I TAS-201 AND TAS-205 PROTOCCLS. AND AS PER CALCULATIONS PEWORMED IN ACCOROANC,r W/ SECTION 1604 Of THE C5) IN CA - PUT PRECAST EIIJW, OR PRIE(JIST CONCRETE PANELS. STUCCO OR WOOD SOAS S BE �OURD GIN THE EXISTING - - WAL1_ HORS SHALL BE LONG ENOUGH TO REACH �E MAIN SITHOCIURE BEHIND SUCH PANELS FLQkIGA BUILDING CODE - ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C�4) 7 At. , ALUM :Nvy EXTRUSIONS 10 BE 605,3-16 ALLOY AIND TEMPER (UNLESS OTHERNSC NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIAL-1--D FOLLUMho ALI Of THE RECOMMENDATIONS AND 5PV�IFLGATIONTS Of THE ANC�40r'5 MANUFACTURER. < J A,, ALUMINUM 54FZT METAL USED AT CLOSURES SHALL PAV� 3105-H14 ALLOY 8 PANELS MAY ALSO ELI INSTALLED HOPQONTALI�� FOu.0WING INSTALLATION DETAILS SHOWN ON SEC'TION I THROUCIN 6 �SHEETS A 4 ALI STEEL SHEET METAL PANELS SHALL t(AVE �TPUMRAL QUALITY VEZJL� ASIM A_0!�� GRADE 80 MINIMUM, 0-69 0'I'LIANZED ,-AqQuGH 5) EXCEPT THAT HEADRS () & @ SHALL NOT ETZ kjSCD, STEEL DMGALAIION W/Fy� 922 Fs, (AFTER ROLLED) 9 IT SHALL BE THE RESPONSIBIV�l OF THE CONTRACTOR TO VERIFY THE SOUNDNESS, OF THE STRUCTURE WHERE SHUITE� EMS TO BE CLED TO CONCRETE B � , � ALL SCREINS TO BE STAJULESS STEEI 3,14 OR ,116 MEL SFR'ZS OR, CORROSION ASSISTANT COATED CARSON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTAC - LOCK OR WOOD F _ OUJILVING111. ( 50015 Wi 50 A.i YIELD STRENCTH AND SO �., CENSILI STRENGTH AND SHALL COMPLY -/ FLURILM, SUILDWG (,'DOE SECTION 2.1 T 3.s:4, 10 EACH REGULAR STORM PANPI WIT), tENCIITS OVER 90�. AS PER SECTIONS 1, 7, 4. 5, 6 AND ALTERNATIVES iw, 3w & 4W GN Sp.EVTS 4. 5. E. & 7 RESKCTTVELY� SHALL HALVE A LEOaLC AND READILY VWBLE MASKING G tPOSTPILICTING OWNER OR TENANT To 6 BOLTN TO BE AS7M A- 30' GALVANIZED SIF L_ OR AM _-- SERIES STAINLESS 57EEL WITH 36 V.i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICME WARNING I 1, - ANCHORS 10 WALL SHALL BE AS FOLLOWS I � THE INSTAUATICIN CONTRACTOR IS TO SIEAL/cAULI,, AAj SHUTTER COMPONENT EDGES WHICH REMAIN 04 CONTINUOUS COTNIA0 WITH I THE BUILDING TO PREVENT WIND/RAIN INTRUSION (A) TD_1Ai0ftO_P1iWRM_CQKfiEM - 114-0 TAPCON ANCHORS AS K44FACTURLD By !,,T,w, OU'Lax, ITIC, Ivio o'"1j? P-0,1,) 12 STORM PANEL INSTALLATION SKULL COMPLY Wilk SPECS ININCATED IN THIS DRAPING PLUS ANY BUILDING AND ZOWN0 REGULATIONS - 1/4- 0 . 7/0' CALK-JN k4CnORS, AS MANILIFACTURLD E� LEANAIT iNC PROVIDED BY 114E JURISOIVO� WHERE PERMIT IS APPLIED TO, 10 - i/4'0 , 31,T' SOUO-SV ANCHORS. AS USM.W,ED BY ALI PINIP SCREW. BW, & SPECIALTY CO I ! 3 to) IAIS PRODUCT EVAUJAMON DOCUMENT IF1 o.) PREPARED BY THIS ENGINEER IS CENER.N: mr DOES Na, PR.WOf IWORMAT" i �� r3UoQ ,,.,-I , -, #14-10 PANELMATC FEMALE 10 & PANELMATE PVQS ANCHORS. AS MANUFACTURED RY FLCO CONSTRUCTION PR=M FOP A SEE SPECIFIC PRO,ECT. I I, WHERF �-f SITE Ct NOTTIONS DEVIATI, FROM THE RE O - 1/4'D ZAMAC UNLIN ANCHORS, AS MANUFACTUAVY BY DEWALT. INC I,,i CONTRACTOR TO BE RESPONS&S FOR THE SELEVION, PURCHASE AWL) INSIALLAIION IN LUDIIG UFt SAFETY OF THIS PRODUCT 1) 1) ON I A UNIMUM EMBEDUENTOF TAPCON ANCHORS INTO POURED VUNC,RETE SHALL Of 1 3J4�� 2' FOR ELCO PMELMAM AND BASED ON THIS PEO, PROVIDED HE/54E DOES Hot DEVIATE FROM THE CONDIIJONS ETAILEV IH,� SocumEw � I 1 1/4' FOR ZAMAC NAILIN ANCH.ORS CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY ze MIS PRODUCT EVALUATION COMMENT WILL BE COLTSTQFF"� INVALID IF MOD:FiEr, All CAUT-IN S, SOUGS11 ANCHORS, SHALL BE EMBEDDED 1111' !,,III ILI HOUR. CONCRETE 110 E.BEWEIT 1110 ST'jCC0 SHAU BE PERMITTED. 1/4, o-20 SCREWS USED SHALL BE I 1/24 LONG MINIMUM SHOULD Vvcv� EYA"T, (0) SITE SPECIFIC PROUCCIS SHALL BE PREPARED ETY A FLORIDA REGISTERED ENGINEER OR ARCHITU- WHIC� MLL B[TrOw- THE I AND " MINIMUM FOR WALM W��' NO Stucco. AND MAI BE HEADED SCREWS OR ALL THREADED XREWS W/o HEAD, ENGINEER OF RECORD (E,U-R.) FOR THE PROjECT AND WHO WILL. BE RMPONSIFILE FOR THE I BUT WITHI WIND FARS PROPER USC OF THE 0 E,D ENGINEER Of RECORD. ACTING AS A DELEGAIIED ENGINEER TO THE ,I P.E D ENGINEER, SHIM1, SUBMIT To tHIS LiTTEP THE SITE SPECIFIC DRAWINGS FOR FILVIE-W I A.3) IN CASE THAT, PRECAST STONE, PP.ECASI CONCAVE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE I I E105TING WALL OR ,LOOM. ANCHORS SHALL III! LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEEHIND SUCH PANELS (�l MIS PE.D, SHALL BEAR. THE DATE AND OINCINAL SEAL AND SKINATURL OF THE PROFLSSiONAA I ANCHORAGE SHALL BE AS MENTIONED IN A. I) AND IN AS) ENGINEER OF RECORD THAT PREPARED r i , (ill TP-aw-INQ r_QK0ETE,*w_xAp�ASf_1=RDr 14 SHUTTER WINUFACTUPER'$ LABEL SHALL BE LOCATED ON A READILY VSMU: LOCAPOIN AT STORM � - T/4' 0 TAPCON MCHORE AS MAWJEM�,TURED BY f I W BLOWEA, INC. PANEL SHUTTER IN ACCORCANCE MTH SECTION 1709 9,2 OF FLORIDA EUtLDING coot ONE LIBEL I - 1/4' 0 . 7/8' CALA-RI-ANCHOS' 5, AS MANUFACTURIEC By QFWALT, INC, SHALL BE PLACED FOR EVERY OPLNH*C LAODUNK,', To COMPLY WITH SECTION t70991 OF THE FLORIDA BUILDING CODE - 1/4-0 X 3/4- SOLIU-SEI ANCHORS, AS DISTReUTED BY ALL POINT SCREW, BOLT & SPECIALTY 40 - j 1 A- 1 0 RAFELMATE FEMALE ID AND PANEIMATE I'LUS ANCHORS, AS MANUFACTURED Rr ELCI CONSINUCTION PR%J�VO,0111T'111 . lj�4' 9 ?AMAC NATUN ANCHGI*. AS MANUFACTUREU 61 DCWALL Wk; 1�s III. /Z 01) LINTMU EMBIFOWNT OF TAPCON ANCNOK o_C0 PANELMATISS AND ZAMAC MLJN ANOHCP� ,N-To THE .. .... . ....... M I %�.� i �. FLORIDA BUILDING CODE (Non High Velocity Hurricona Zone) I BLOCK UNIT SHAL-1 BE I 1/4-. zz �- � - : .Zte -, - " - ' , = I 8,l) CALK- IN & SaTI-SET ANCHOR' , SHA-L BE EMBEDDED 1/8' INTO -HE CONCRM BLGCR LHUI� NO - D13910%,44 67 - = ZA GAGE GALVANIZED STEEL STORM PANEL PRIAN A, I STUCCO SHAU 51 FERMLFItrl ,/4" *20 SCREWS USED 5H,14.1- BE � 1/2' _-GNG MINIMtw 13�001_1, -, 0 Exist, * �_ I - - - "� . �:�_ �__ PROTECTION PRODUCTS, U,C. """ z - -� , G I Avo I* MINIMUM FOR WALLS WITH NO STUCCG_ tj% STATE 11LIECO.., e __ ". 1/ - F ., , , o � ,� f �_m AMID— 11 1�1`07 _�__ "I_AZ�:ir-__ 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANLIS. STUCCO OR WOQC� 80 * � __ C ED 'IN _'� "_i3 — - ' , _ *11-at- = .I. , -1 - . , STRUCTURE =1_11 PAN , " , 20-175 EXISTING WALL ANCHORS SHALL- BE LONG ENOUGH TO REACH IH`F MAIN , �,��l - -� - _j" - Dj.._, ANCHORAGE S6iAAL BE AS IN 8 !) IN B.2) "i S/` ., 1-1= - �_ I �A �;,,U,� I MENTIONED AND 1 ' t`,1;,,�,`,-15E -�,--/_ CA_ - _J� --------------- 4 a!" _�!! I 'E ±�'= ....... � �- A� , -, g - ' '.. I ., ., I 5m MI t=, 1 - ____ . — — ----I-- IN$TALLATION QUAILS EQQR REGLAAR PA INNIQ PUREP CONCREJE OR ONCRETE-MCK 5TRUCIURES I aSPHO POURED CONCRETE Poun CONCRETE _ _ w _2VIVING AtEm BLOCK CONCRETE 13LOCK OR COND � * ,.". -1 I ggCx�IFFC, �g/, I , 1, RP-01.11AIED. � . .A., , � .- , % �, I . . ,�, Z� , C04CRM ANC14ORS __ �_ ` , CONCRETE ANCHORS __ -,. . V . 4 � SCHEDULE ON � � `�`f' (SEE SCHEDULE ON 4", (SEE , � Z� � , EXISTING POURED � _1�x -i THROUGH S,�CVS 9 10) : SHELTS 9 THROUGH LOT - - (4�-) - I'll � "' � - CONCRETE OR - � , WA-uIT" 4) CONCRETE 8DOI � . . - � ,-, - - - I I ! , " (�) I 'IT, i/A" sw ,Am Dan � . , Is 0 1/4' DC I I - . . . ��, " "I", . CONCRETE ANCHORS _,� I " , - --- I - I 1, .- - - - - - f�,; - I I - I . I - I I , i I _ SCHEDULE ON -1 I I I, ,. 11 I (SEE I I iF7 ED . �;r � - I SHEETS I I i T I 11 -- " � �% I I 4 11 11_�, ,�11__`� �::::: il I - _�, . - I EQ[ I' � _w - - __ I V 6 - - I , � I i �111 I , I I 1 �11j_ I " I - I L-1 ,-I T i I- cti AJ) -ff- �1, ,� I , "', I : I i -�--,,,i,,,- � I t __ __ ,I -__,. tL - ---I- - I _- 1, I I I �1 , D ��` _�, _-__ - A _ ,---,, I �_ - v. - ��J_4, - - W I ";,�� . I IF Nj� T __r Cot . I., I - 11 I It T I I I A�� 11 I . AT A, -11 I , t SEPARATION = as, , (uww - . I 1, ,"I - , -, I , �� - I - I I I Lmm omt r-n ��, �:,,� : : .1, I , "' I IA� ,� 1�,, � tom RIO 71-0� f to GLA. ! " 11 (SEE SCHEDULE SEE SCHEDULE i , , _,"," 9 ExfSn F - - T%'- ,L* M. " it 1 ,� 11,� 0 � I , I � ON SHEET .8) - i i m I , PANEL LENGTH a ON t 3) : t It 1 \:� I (SEE SCHEDULE 11 ," ; "L, Ms. #WP. SEPARATION V Ms.. I 1 I I I I ON SHEET 3) " I I PANEL LENGTH _1 PANEL LENGTH CONCRETE ANCHORS 1, (SEE SCHEDULE i I (SEE SCHEDULE ,1, I I U � - V, I (SEE SCHEDULE _ , VA, I 11 I'll I 11 " :� ,. v � i 1 ! Oil SHEET 3) ON SH I 2) 1 ON SHEET 3) ga-l"U'L 9 - �_ - 1% QH � , I t � I i 14 0 I I . � _Cf) 56% : I �. ,J`��11'1 I EXIS7ANG A I ).�','_�I, L OF 1, GLASS --H I I 4T , : I - � " 1�,- � , ; =� I MA� , , i i I Y, I ( sox -'� ."'. � "L� . : -i ` i 41 - ED � �11 1% (Y", 1 ;� GMAX- - ---, - , , J_ . -_ v 1 , , " � : ��,� _, "", I ,-,%�,`,, i QT�,wr ",��, A0 , I " , , 1 [ . _i:�, , - ., , ,�,�, , 1.11, � �, _'� , I - , I ', , " I , ", �_, _�, 11 . I 9 " , " , E 10 DIIf I . . . . . . . ��11 , J111 � � a � i i __'_,��`_, 11 I rl\,� I ED. ,,-, 1 I - �;; � 1� I � . , , I 0 1 , � 11, � I ,�. . - . ^ ' ,� , �,?� 1. ,�., - E�L - Tiu� , _�5 ,,�.', f C&A; I � ", - I (AS APPUCASU), � � EkIVING POURED � 12 1/2- OC 1- '1� CONCRETE 09 _��),,','? I I , �---, I . � I I - m HON, " - i:__,�11L,11111 i I .... �, �, ;4".11 ���� . 1, � . , ,I, ��� ,I CONCRETE BLOCK I -11 11 CONCRE TE - I , I r 06 � I A RECOPIED. ,rr I � I 95 ___ I L__ - - M..0 TO, Sn" � I 1-- t (SEE ScHE=_ 1. - , - � I/,*--,- SS. u's w/11110T t -�,Ilv fi,V-�--44- � # I2 V2, mc� ��,,,,�, I, I . I � I I - SHEETS 9 THROUGH 10) ��j',,,, , �1` ", " ' I 1 - I. mi.- - I � . I _�, ,. W/(!DONLY WHEN SOLID - ' �1�1_ __ _-ALTERNATE - SET & CALK -IN ANCHORS I .1 � -1 , LEG LOCATION INC PCUP .'e I . EXIST so CONCRETE 1-1 - I C4;L "' "'ED 'A*,,,/A "' T � PANELMATES OR CONCAVE BLOCK 04 "Emn CONCRETE !, N�:;ffLUr0NCRVE REQUIRED. __ -&70 CONCRETE ANCHORS ARE USED. ANCHORS BLOCK ROOLRAVD, STAGGERED W/ STUIS (SEE SCHEDULE ON (SEE SCHEDULE ON 'THROUGH SHIM 9 10) SHrm 9 THROUGH 10) SiME1 INQ WALL MOU MOUNI ECHT1911BE11 �11�� 9E ex-ff SCALE 3/8-,' SCAM 3/8.,- SCALE 3/8- 1 * I "'.'Pi'll, ......... .. , Tla;>. ,.,,,,,�:t� 1---l".. -, � ', ..'�.� . L'q , . , FLORIDA BUILDING CODE (Non 19 0 Do ty U Go a Zone) .. __4 z . — "ILTOM -, 11 1 . 0, 44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL [MARK Ilp� RQTL�JE9Rmm%NA1[M_Qf =*i * .1 * 1 __ ___ ___ - - - E,D, - EDGE DISTANCE _5r.� z - _� TION PRODUCTS, LLC . ..... ' \ GLOBAL PROTEC `7 AMC � -15% 5TATE O� �4r'!r -_=t-'_--��_ INC - �� - TILMI` a COMPANY 400D S* 51 5TMI (SEE SCHEDULE ON TOP & aorTom MOUNTINGS CAN BE '- �_ �' 'tOR10' j _.� - SHEETS 4 & 10) ANY TO OAAE, 'L 3w. A COMBINED IN WAY Suff ANY - ., - - - � I," ... _I, Ww 1 20-175 . 10 TIFIR amm ., F, - INSTALLATION- , - �1. `111W 11 - `P`*"`�, ____ CA-00MIS t1-11*11 �0;;_I__ 2mg kr� I I I __ , - -.-I . ------------- ____ IN5IALLATIQN DETAILS FOP BEG LAR PANELI)INTO � - WOOL) _____ I - - - IL, I I I I , , � I I I � , I ALTERHATE LEG I � . 4,x8ft (mi-0 EXISTING wopp_ __ � - �� � , I ; BEW REQUIRCD� STFILICIURAL r I , �, - - -- - - - - r- 11 , , . - - ILOCATION ADEOUACY OF EXISTING WCED , I I �_. � .. . BEAM To BE CERTIFIED BY -to _04- _--q - I '- I t : I . � REGISTERED ENGINEER OR I , " , � , 1� , ARCHITECT PRIOR TO SHUTTER I- � , I I , ,!, : �I` Ll I 0 11 I zl`� I I � ! ; ,!' -1, rW 1 OOD ANCHORS INSTALLATION, I [ I - . - I I � -11 , ALTERNATE WOOD ANCHORS '�� . �) _ I - -_ - I !, , , (SEE ScHrEm. ON " � I '. MIT I 4 . - -- :44'.I* MDI IaIIS WAD I � (SEE SCHEDULE ON I I SHEET I 1) , SHEET IL) - . , , - .. I - TO, scFEA OR - ED - ED - , - ---,* �S 4. w/ PUT - :� V . . r_!I" I . 1 1/4, I a I 19SIHkIl � I . � ... � ,j - - . � 1� I - 1 L12 . , -_ - --- F --- , III i2 ./2 - R. S HEAD DOLIS IN ,/A - Oc 1 � i .. WOOD ANCHORS 11 . 11 2- i � - - - I s I I : i (SEE SCHEDULE o& " 11 mi,I� I : I I 11irp, W�%'N I I � I (i) SHEET 11) I �. . , . ---- I '. ,41- 1 � � [4j) I OLASS4SET: , ; : -1 S WOULE I 1,N C ^C-7:w*�_10 I - 1 _ I � t I ON SHEET 3) F i � , mii,�� - , , , , TO CLASS. 1 1 � I IT "I, �, - - 1 �-, j, , Go, I%r I I ,-.In -L' MAX, I - - __ - __ , , , - __ I ., LEHMN F ISEI: SCH ! � I ON SHEET 3) _I � I Iv i ; -C MAX 1 41'=1s,0 x m aik;o PAN19 UENGn I Der FDA Amma. (SEE SCHEDULE ON SHECT 3) 1 I 4 A I (SEE StmEDOUS " I ", �'�, I I Lampi i:mtP T-61 - , -,�L, - F� �,, 41 - - - ON SHEET 3) I SLZN� I _J. _ �,,, i - _ _ .. � 4 _ �. 1. i - J, ) I i __ SOX 41 - �7_ __ I I � ; � � - � I __; - "__ IT I C1 I I 11 OF V ' __4 MAX, I , I I ' C4:) - I I , L __ i " i L' : M", �, I I , 0 �l 1/2- D.C. I I � I '. I I I I , ED I - 1, Ift-_-_ I 2. - t - � 11 NO FTNIS it : I ALLOWED , � I 1 .- - I 1-11. i- - I` � E�_ , � - - - - I I I � __��__�� �� � � � I �, , ;/4-1-2thl- , it�r f14) - aotn . 1J., O.E I :�__�__ � - - - - �- z,X6" wow --_ , - __�:__, 7 � I ; . ; , I I 2"A4' WOOD PLATE ,, � , - - - DECK REOUIRED I _1 i - __ I REGUTRUID I , WOOD ANCHORS *000 ANCHORS I - - - - 1. - , . (SEE SCHEDULE ON (SEE SCHEDULE ON _ _ _ ___1 14' - - .__ I , :i SHEET Ill $HtET I - __ 1, _11 - 1) ..", - - - 11 . ;r I i i I I - -- - I - -2" Mi.. - I I I - ', ,. - � - - - -1 - - r. SCALE 3/Sol- - iTING HU�MEWIW 'HOM-11411"AM SCALE 3/8-1- 1 1 e<�,,Vk A. T-/Q,,,,, , , .. " .e#0-'- , N , .r , , \�CEN,T, '-- -0 , _._____1_A_,__1__*__ I— - -11-1-11---- __ Wff-MR-0-MATION DL_JCL-jAQb_'I; 1, INSTALLATION ARE ONLY VAUD FOR MAX, A -SO M Top at BOTTO MOUNTINGS CAN BE DESIGN PRESSURE RATING (D.s,r) AND PANEL LENGTHS , -e j� � �� '. � , - .* " I - �, NO. 44167 , - = .. = - = * : --w ,*S - : - � "' STATE OF -' Z FLORIDA 140" TATTOO. - BUILONG CODE (Non Kigh Velocity HIM 24 GAGE GALVANIZED STEEL STORM PANEL CaFe Zone) F�. OFAMN FT: COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSiTALLATION, 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD �klo'_`. ". At�7 ,x - I , - . \ _� 1�� - IFF/w/2020 I IO -1;'! - , " � .,-.-- - -,.,- MEMBERS TO BE SOUTHERN PINE No 2, vq SPEOFJC - !Tz ," � �F_. 77:::��- / W I I L I E C 0 .... \ GLOBAL � PROTECTION PRODUCTS. LLC. PIPE, DENSITY OF OZ5 OR EOUAL. �/o L" . , �,�__.�, 7ilir, RIFTWO I warmerwiHm cdox. 'm S.. 5"STAM .I.s. n- n� , ,,,� , W.", ,� - I.., - - - - - Em.- � I I='.,-,,,-,,, � Is!pTHISIT-7�. FAIL %ItHles-am 20-175 P1. �/%*IPeUAE/OATE I CA�,,,, '. NALTER A FUOPA- HI,, IF 67 - - `SKEET I R, Is I__ _&" (1) Q) C_ (n -ib (3) -"-& 0 I (L) 0 -it.— L_ L_ _0 I a) 0- = 0 a) 0-0 %_ = CIO -0 0- . - _41' (D L 1. -, 0) L) .4, Cn (1) -0 0 _0 C 0 0 .= L_ = .0 0 EL = 0 :t:� 0 LL. '= m L_ .— w 0 -4" L+- - w 0 ,6, V_ j§2 -o E= PI,�5 wi �O (1) L_ ,a) _; -Lj - Ef= U) ,2 -m .!2 C= - CIO = * (A . L§ -0 . - U) -cc eq - 0 :F _F w . T � = �� 'n. "= = w R -Cc I= �, cc -rc w .=- = w 0) = = .!= . m :I- > =3- = .= a CL = cc E 0 w - (2 4 w mi C/) " (1) (1) C� m 0 " L. =3 LU �E < z z _j 0- r4 t MI -0 Q) 39: — ca > 0 L_ CDL 0- < -1--i (3) (1) r- m > 0 L_ CDL CDL < -*--a 0 =3 _0 0 L_ 0- (1) Cf) m Cn SHEET NO. SH 1.3. __ - I- __ ___ END CLOSURES DE:TAIU EOR INSTALLATION IN POURED CONCRETE, I I CQNCRETE BLOCK QR WOOD STRUreTURE5. VALID FOR REGULA& LI 11 MEEIY- & E-Z, dAbIG STORM PAMEL (I SYSTEMS - I �� - 1 I - , ".. ,�� I - "' , '4' -1 ` ii_�-, - -1 - -- � ,,, 1 ,(q OR . (�) ,3 : , , pounm c GoNc BLOCK OR - _ 1-1, IAII It I .11, "L - -5. -1 (4) , -1 . �., :C1 i & 0 i 2 2'.4"WCOO FRAME ., REOVIRED 2 '12- � 2' . t, � .003' 4103 N -14 Go �R'11 5063-15 AU-07 COW, � � ANOLE WITH 1/-'. . 1 "3/1` ' _"__ , TAP�OAI 0 12* (LC� r , , -OU-0 004CRETE. CONCRETE - -1 " I- - MI,`_ _�`, ,, , ,- , BLOCK OR 2*�A' WOM FRAME REQUORED ,� I �, -7- "N'bt MCNIN.. ,� L-- - C:t 1/4�# . ". G" �', " ., ,2, " ANCHOR 01 I DO. - 2 1 , - : OR(� 0111 , I =:) , , %,� I � f i " ___'11�7,;; 4111 'I", I a - 1-1 :11 REQUIRED �,�� " . 1 � �,., I �� 11, �4 .1,v'1t`V`L.', 11 - 1.71/1/17--- �,`, � ", " - ;i�_. - 1 314, . -�, �—, -7, - , �7 \ - , �711 // / ,,;�,� , 0 n. 0 C� - �, _�LL�.�*,�,'��,_ '. ,- 11 _., i I 7' . I' -056: - 1. AILTERRAlt LEG LOCATION Tol, _ _/ , �� - , I , ,_ I . I . , - -,; , � - - \,- , . � VARIES 1 51 �. 971 L � � ALLM. A461-0 _' - 11, 1 � _. �� �., I 4 , I 'T. I 2' K 4' X "' - 1<12; �'�,,', I I "T�7-1 - - - - - -- , .. MN, 3105-41� MET& A'U'l. awt SHEE1 PLATE - POUAEO CORCREYE, CONCRETE I , BLOCK OR 2'I4" WOOD THAW I . �p I GIR251 3,05_ R'. � It 2 1/2- 5�-Id X,O, :,,,-� CONT. ALUM. AARLE I , � 1-1. / - 2' - I � ,----\ �-j -� - T / /;1 "I / nOLFRED I 21_f� __ _ .. M.. GAP \-./ 1 1/4' - SOLIT 4, . -, . A72, . 12' 0 C. 3105-hl, OR 1063-ra, -01 W/Ak"NuT C..L M_ ANGLI CASE A (PLAN) QA5E,Q_(PLAN) SCALE 1/4-- 1 - SCALE 1/4-.1- SCALE )/4'-I' SCALE 114--1 - I I --- , - �,, - -1 I Soup -SET OR CNA-V . I I S I 1 - PANEL � . OVERLAP eZ,OND � - - I- tN) _: . , -POURED CONCRETE. CONCRETE I oP;E-____N,,-NG W.,.M-) I ,-, �, 'i � � � __ - I- � I IT __ Ill _40" VARIES =1m10mw.%w , , _11 VIA' WOOD FRAME , -5r. � 1 REQ.RE, _.,� I - , ,� !. T, 1-1 _ ,,�'S , , �04 0'(9 OR CC & (m 11. 10MOR114, � J� TRIM AT COIACRC; . so �v Sots OF a OR 2' 4' , KNING FRAM, MQUIPED AS APPLICABLE ., , - PAN OR Am R 'MUN.E 90 .No .- I � PAREIMATE PLUS SET \ SCHEDULE ON SHEETS 9, � '06 ") . , � ", - , 11 I , 6��'. .1 __." r7, `� � , "" " 14� 1 I I li BLOCK OR I",.' WOOD FRAME REWM , ,� I �A 1, I _ j/4' 1 I � 11 ;, , I � " ;:�' ��-``� -". I ��� .,/ I I .�. I, ___tL_j --,I,, ,� " �11� I., �, . r, , ,"', , �, ���,, I 'r, , I I 9- v a ,(2) OR(k \ , tl 11 ,� 'ri ,,at, r, FRONT , I VARZES I \ 1� - / - , X;= � " __." PARALLP, To I i, X - 8,0 DISTANCE S, m- I I "17 -1-T - -,t-* II-M., - - - 0 RAKQ I : I 4 ,�� 11 I / I �r \ I I I ,—, \ 1 __\ :�- / , __ - - - __1 ---- j ,/,-n - lKA'A I I / ,_.;P wiliA INHO " A TM`% kil, �,ASE G (PLAN) - X , // _\ \ I - AIR . _91— �,-f,�IiY� ..%. ,,, , , ,��EN��. SO ALE 1/4'- I' _/ \,-/ - . IF .t � , 4/6t� VALID FOR DIRECT MOUNT INSTALLATION ONLY Al 4��_:V`..,. .s ,. " - f i� . CfR7lF1F,D PANEL INSTALLATION AT WALLS W1 � '. S - : No, 44167 " o = - SURFACE LIEVEL VARIATIONS MTHIN 3/4� = *. . = ; * : * = = � - FLORIDA BUILDING CODE (Won High Velocity Hu come zo� !2 N) CASE E (P . a ,� F : : -. . i � TXTEM QC. f.p. 24 GAGE GALVANIZED STEEL SMM PANEL OAMIRK W, - SCALE 114 -i SCALE i/4*.I' - , to . ", , , , � � , I � . � . � _ . , , - " 11 ,_ I , I - -"-- ""N I \ wivm � GLOBAL PROTECTION PRODUCTS, LLC. .; / 11LIECO....' MIDD Sw. 51,�MIlT �-Z/-I..ry — - -� OAYr. " 1, � I 1 _ JM:oAsiv�- &`)SINT-Is S. I'm (9aA)MIFNT7 20-175 DRIAImAc. FI SAI�/9GN-VR/MTZ . . CA-0,4611. -im km j". A.IL 240m. " 4Atg, I 1 — I ;F, --I — I - I __ MAXWK-A.5 RESSURE RA IN9 (im.f.) A � R SPACING se I NTO WOOD ST UCTURES (VAUD ONLY FOR PANEL (DINSTALiAllONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX- A.S.D. __ - MAXIMUM ANCHORS SPACING FOR E.O. = AS SHOWN ON SHEETS 6 JA 7 I APPLIC MAMMUM DESIGN T�MILE AL1`FRNATrVE1 PANEL TAPCON LAG So" PANELMATE FEMALE ID PANEIMATE PLUS WOOD BUSHING PRESSURE RATING I & ANY COMBINATION I LZNG74 IL, A 1-1 Or THEM fit,) _Ll 11 I:: i r ". I y ". 1W (TOP) -.- ____ L3_�__. - .__ - - . , r — 13 - 1w (WITOW) - - - �/2____.!_j/2* __L3�_____LY__ /j: - ___ 1 �2 j_ 1/2' 2W (TOP) ___� - __ - _jL ___ 6 1/4' ___!._ - , /?!! _! I/*- 2W (901IT-) 51-tr ___ 8;----, -,---W----,- __,___fF_,_ I I 11 ____ 13. ---a - -- - TW-Fii,j-- OR LESS _______1 _ __ marrcw) ii— - ---- 11�_.___ __iF_____ e; - _____ ��___"__ ___ _1.________,___BL F ,I. 13, ------ __ ____ 13, ___ 4W (TOP) .45� -45 13' __ F __ 1 1 - '-w- - ___i4* 'r ___ - __ - __ __ 13, __ 4W MOTTOM) OR LOS 13, is�___ 1/2. lw Live) _(wCT&j 1_ - - Is;--- - ------ 13" ___ls�_ I 37 ___E____ 137 ----! ;F-,- �w_ - 7 ---i lj2 S 1/2� __ 67T/2- __ _-V 1/2----- --a 1/2'- WFCI�) ------' - _____ - f I/,- 12 1/2' IS I �':__ !t (w7:'I_ >*T-0- ---:; .... i� F - ____j_17` - ___�::�!2wj - --] - '� (TED") 1 Is 14'-4- - _,� _1721 -, �_ ___ , . - ,f 1�� _ 1. _ _.__, , , _.___ - — It Tactrum) - __ TE_v�_, ___ _ -, q 7/2- ____ -,,-.-- __ 12* ______ ` __ !w (T20pt) !*--.!I-- . , —,3- __ I__`1r-_ —,r ---- - --;=,-L--,, /5;- L4W WDM) I ISEE TABLE #1 FOR MAX, A,S.D. DESIGN LOADS & MAX PANEL LENGTHS WI -EN SPACER �A IS I I LISED, CORRESPONDING ONLY TO ALTERWE 2W` ON SHEET 6 ____�:_j MO. ASO. � WYAMUM ANCHORS SPACING FOR E,D� - AS SHOWN ON SHEETS 6 & 7 - APPL� mumum DESIGN PRESSURE RATING ALTERNIATWEE! ,uR.',,,N _ LENGTH y TAPOON LAG SCREW PANELWATE I PANELMATF wow BUSHING (;,.,f.� FEMALE ID PLUS OF THEM (ft,) — 13 . Ir 13* Is" 13. Ili pop) Is- ----��,---;-3;----Ts,:-------8�---TW(W—Trokt) 1/2, E77�zl - —61/2--- --i-Y2�__ _.!1/z,__ --i 6 l74�__'___i_2i_/j�'__�_T/_T_ 9017,-�_ W-D" 117�T_ I --- I ----i _____V -i-i ---I-i- 'i,F__.____j;-----_-- ___ _______ - __ - - 11-- _ __o: - __ ,______,____ I---'-- 7!±�J_ LESS ij� 2 2 " " - 3W 01191,0111 --- - T - - �_- __ 13 . -- --- ____ -- - 13, - - 4w (w) - � -- -Io - >+45, -46 ____i5�_____. is- 13, - --t 13' --- - 1� _ - - ___ __ 13, ____ 4W (BOTTOM) To +75, _75 -.--14:-- ___ 14" 13, ____�_37__ 13, __ -li - I IV __i_44C_ 1W - __ __ 02�) ,3. T�,_ LW (BOTTOM) - __ ---i-1727 __ -i-F IF- o1/2-__ - _ __6 15;� 6 1/2- (TOP) - - - -i-I j�7__ __ --i-21/2- - ____ (ROTT") >5,-D, To ______ 1/2 . ___ " ______________S2_/___ __ - -,- . ..... 3W VOP) - ___ 7�-S- ..,--! __��._ - - - S /2' � ___.11_1� ___�_1'2� a. __ - 3W (BOTTOM) _____�j _ T:--- __S_1__ 12* J ___!:___ - ___ ;3* ---,---- is' _____ ____ , W. __ ____ 4W (TOP) — ___L3L__ 13* ,3. - 1 .�._ -13 ____ ;L�-- -4w_w-__0k_qj — i. SEE TABLE 01 FOR MAX. A.S.D. DEr4GN LOADS & MAX, PANEL LENG1MS WT1EN SPACER g USED, CORRESPONDING ONLY TO ALWERNATE 2W' ON SHEET 6 lei& A A.S.D. DES" LOAJO MAXIMUM PANIM LENGTH 40 PSF OR LESS ,._a. - > 40 PSF TO 50 PSF 1'-2- 1 > 50 PSF TO 60 PSF 5,-10, 1 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE to OR PANEL MATE PLUS ANCHORS & W1 @� �r O�QTMtf,!14� 1/2' 0,C, (VAUD ONLY FOR PANELCI INSTALLATIONS AS PER SECTIONS I THRIJ 6, ON SHEM 4 & 5) wx ALS'a� P DES" RESSIME RATING (P-1.) MAXIMUM ANCHORS SPACING MR MIN E.O. PER SCHEDULE BELOW w - APPUZABLE TO SECTIONS Ill & Af# . N Col"ItNARD OF TIEN v"WUM PANEL LENCTIR .L. (ft.) MAX. AS,01 DESIGN PRESSURE RATING cpxc) I MAXIMUM ANCHORS SPACING FOR MIN E.O PEIR SCHEDULE BELOW * — - 10 SEO�"`s f & ANY PANEL LENGTH ""Mum I .1 00 TAPCON SOUD-Su PANELMASE FEMALE 0 PANELMAIIE PWI ZAWC-MUN . IIALK-IN --- TAPCON _____ SOLID I---- -VT PANEUMATIE FEMALE to I PANDJAKTE PLUS zM1AC_NNUN CALK -IN w . To W4 IBLUE To = V DDNCRETE __ To IQ O"'Cam —A "', To 10 = CONCRETE to W&M JC%W I "� , 10 CONCISTE 'a To . To — a- —, otir To .,,&. 1C__10 - '7 _F73 - ;;K;F_.� C(Awt�alm OF THEN __ t4S. _45 OR LESS - _TYT_T3 ____ . 13' 1� _A2z_ 11 Is. 13, . 13" I (TOP) --- e-v -- 45 , - -S III .65, -as 1 1 I �,. 1 13, 13' 13' 13* 13, —,----- I r 13' Ir 13' 11 1/2* I _ _ ��_ V-6- OR LESS I is- - --l-LELIE, is,- is' _jI- 3 _,_L ir- ". __i3.i_ 3: _L_ 12V 13, --L3L- 1- - _�r___ii��_ 13, __ - w Is- _T",_ --- Ti�_ T3_ I is- is- - - �� ". T3_ 7�7,__�T ___r_ Ir �,31 � Is- is- 13. 13, —Ir - - - 13, Is* ,--- - � 1 IE07,04) - 1 - , - - ". , �' - I� �-ITLE _9'_ 13-__PIT� Is- IT I - 13, Is- I . il� . Is- 11. Ir ir - - ____ 1 r , Is- 13, 1 13' ". . is' - 1 73� -I 31 III Is- 13" is* 11 1/2* . - — 13 it I /v is, I 1 1/2' - - 1 (SurrOM) - — i 6D,F) 2 (BOTTOM) L - . ___ - __ 12 - 12 _:1�2 �Il- - 7- --":- 7____ ___ 1�_ �/2' a i_i/.- & i/4- 5 I/2-f12 1/2' - __ - _� -1/0 & Ile 3 (SOTOM) . - 4 -,-"-- a- ___1_i:_ 13, - --- _14�_ i __ 13" _ - w I I - 3� _L _ 1_:!�. - I 01/2- . 1 a- __ � �.__T 13 I- __T_ IY - - iY a 1/4'1 - - 0. 1 - ___ 1 ly I I 3 1_12_ ,- 6 - 1/4' , - __ B. fr -_ __ 8* - --,--,--- 13, . -1 __ __ ___L__ Is- lY _�_ � _ _ I - - Is'-- _2�_ � , I 6 1/4', 6 1J4' - _ 6* 1 r ------,- a' 1 - - --, 3- , Ir .1 _1 - � - ---' Is . I r ___ I Ir-7-Tim- - ,___ , 1 v I , "' - _ ---- w - , _Vi; -, --- . __ . �[_,., . j 7 1/2- R " ___ - - Ii� 7A_� fl 14: - 13L� - __ _�) t _RIO 4 toorTowl 11 .1 5 -(TbF)— - iTi6iiofi) 'i um) __ -.1 & (GOITT'.) _a:_ — -5-Ilr _. a -1/v a, a - a 1/2* -- I _"111_5 - — 6 __2:_ __ --- a 5 __ ___ T (TOP, .- " - -1 r 13; - - _-Tiz-, _� ____k____i_i;_ i3;_,_i-,z-- -- ---- ly Is- ------- ,z* is' --- . - :I---- ly 'y - _ 13* 1_ a. - __ 1 I 13' 13, __ --- 13* 'r --- -,-- - , is- 1 I IV ,----f ------ , _ _ _ a. - - - _ - Ir 11 112., ___ ____ 13' 11 1/2' -,-- ____ - Is- !I I 1/2' 4 (BOTTOM) , i I'- _ 5 (TOP) ("" 'l- , _ - i 5 (BOTTOM) _� ". -1y - - ___ - '_ - ___2L,l I_ --- 4- J, I Is" 12!______ - 6 1/4'1 6 1/4' a ___�k__ ---I- ,3. --I--- - _ii;_ - 1--i=_ 3 sTl;� __i___ s. -6-vv - - �I; 1 ____ - a ,/,- --- 'a. _____ t a Ile _.L3�_ I. 13 . -I - - _ M) --- 5 5 ITOF) 6 LBOTT�) id�1'Runt.: 6 1 6 6 4'16 1/4* is, ITI 13, is, I r a 1/2. Is- S 1/2' - 9 1/7-�S 1/2' JZ- .5 1/2' 1 MP) >v-a- To B, -a. I _!_]�__ 13* — 1. — 7- jlt� - -�- J. _ 7 0 I)y, is' — , r r ___._ _L__ _ts� I 1/1 _4_t_ __L-,* I 11 _ _ 1Y. I 9 1/� _ I�Lfi� 6� 1/2 - III IJ2 ,L!/l _ 4 ;`� _ _�L 3 V _2__�_ _ - _2?t___ i I I (SOTTOU) - __ 'i >5,_ff` To 14'-41 - ___�___ 13 'a. � lly a- . . �� -- Is- __ - jj� -_ - 13' 13' ____ Ir Is- To- 8 1/2- -_ -- - ir IF Is- 8 1/2- �-1 t; I —a- -:; __ 1 2 I , 'i 1/2 —15- T wl - 13' 5 1/2* 1 ( ) �_TT)_ 13, - S:,_ I I-!-:- Is, - 7' 5� -7r- __ r __ - - 3' 13' 13 - ____ - I r - ... ,2 ,/7.. __ . 10 l/2'__,L3j_L_r — Ir - is- '2 I 5 112 _ 13� 1 9 t/2 u. ___ 1 9 t/2 ,/",a ,/.- 7' 1.1 1/2* 13' 1 7" 13, . 9 ill __ i - 13' 1 S 1/2 Ile LE�zn!__ S' 1 4- 7 1/2 5 1/2 — _ IO 1/1 7 i/2 __ 2 7 i/2 10 112 -__-_ � - ____ A 1/2', 3' 13- ,� 1/2' ___ !37 6 1/2' - Is- 6 1/2- 6 I/.- -6 -1/-4-- --,---.-. 11 1/2' 3" �DP) 2 (BOTTOM) 3 (TOP) Y iaibm-� _v __ i Wi ______ Is- 7 11r - Is- _v3� - 13, _� --- 13" -_ — 'a. __ --70-; — — ir 10' __�_ ___ _ 11' L-e:_ ,-- ---. _-2-'_ 6 'Ir 2 (BOTTOM) 43. � --- - - _iF 7 2_� - -;7-+`_----------_------ 7 l7r - - i_ - ; �2� _/v ___ W r 3� �i `tii� - 6- _. '3� TTW ,-----. 7- a. _61-/4'_12 ___ .- r _i0L_ —1/2-12 1/2- - _-�.- ;� 5 a. - _11_�_4_�_._ - � - -�V .;W / 2 , . '/� � - 6 1 , -.21s1-, - 5 - ! wlg' _!_,!!� 1/2' 3' I 1/2' - __ i_(_12!1�_ � _(-Oa-_L) 4 CrOP) 4 (BOTTOM) _6:_ . -23 Is" - _::I:_ I - - - __ . 7 7. ; - � � ' -�-r 13 � is, _T�__ lk Tile TS - I :�- 13' 1 13, 0 liiL Ili; __ T-,--- !� -- is- 19 1/2' - __�3' — __ !_I 2� ,�.j � I � T - __�� _1 - - - - '/�� - - " ,I' 0 1 /1' _ Is, 7' I - � - 5 I _1r 1 - !- I -Z�ZK __�� ! 1VLj2Q_.1_!/�!i . � - ---I.-- 7 IJI2 IS 1/2-1--i - -T- -_ ____ 7 1/2� - ____ "' , - - ` , - , .1- -!_�z , 2� �__ 1 ,ft-21 ; —_ A (BOTTOM) - 1 S 1 - -.,Zr 13, - rl IS" - 1 --------- , ; I ` - 9 1 Ar-��-,� 6 1/4- " W ,-m,U-:-.-z4- a _1/� ---' , " - - :--1�','�� , -------V` . I lo, L_ T-,o---r; �, . - El- I I - I __ - ___ __ � '" I if - I ---t- 71 I: __I! .;f _ 13, --It ,/Z* - 1'. , i 13, 16 I -w-4,. - , I :/,:I ___ i (T-) _ 5 (BOTTOM) ___ .L21-J) - IlEE SKEET 11 FDA AN04DRS IYPT & SPACING FOR ASDAUAIII)AIS WtO WOOD FRAME SUILD"m 9 U0041W ANCHOR SPACNCS AND MIMMUM EDU DISTANCE ARE WIDGiTED ON THIS SClIENULL FOR ED US$ INAN INDICATED ON SCIIEDULE ftChrt ANGNOR SlIkIDNIC BY "TINYWO SPACING SIK" Oh SCHEDULE M INE FOLLOWING FACT)k� MR THIS OPERATIOA TO BE POSSIBLE REMO SPACM MAP" ISM FACTOR SHALL NOT EK LESS IRAN WWUW SPACING WOKIATED FOR EACH AAcKDR TYPE ON THIS w"FIXAL - - !��m 1_d��t__ 0*4 - Il4L# ANCHOR TYPE - upco" - %mx1w 04aMiNf, NBIA" 0 - - - - -,--- zAKR`NNU`A -, - BAIA- - WNIMUM ANCHOR SPACING (III) - , ,s 3 I I 'Ir 2 '12 I mmmmmav famaREE w __ 3 - 1. - i �Ia- =,q 'a,r"m OU14 i�� ,III 3 - A - -��,,- - ACTIML EDW WN" (U.) FACTOR - I 112- 6� - - - - - - ___ - - - - ___ __ - ,--.. z 'Ir ---- -1 -_ __ - - -!.!I- -1 , - T_ __o� - 0- I-- ___ - - I _1 - - ,__.� - l.oi I - SPACINGS ONLY VAUD WHEN - SPACER&S USED. -SEE #1 FOR MAX. A.S,D. I DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER IV's USED. I TANI 41 A A.&M DESIGN LOAD MAYJMUM PANEL LOOM 40 PSF OR LESS 6,-8" > 40 PSF TO 50 PSF 6,-r > 50 PSF TO 60 PSF I - 1 S'_10" I A KM� PANEL LENGTHS ARE ON�Y, VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Q.9 SPACER AT 12 1/2' TsC. FLORIDA BUILDING CODE (Man ll .-- ___ ---I I - ____ ___1 - � --- __ - ANCHORS (SEE SECTIONS & ALTERNATIVES ON SNECTS 13, 14. 15 &Is)-- -- -- - - -- - ---- -- - - - I MAX' � � I R-IA/13. R-7.A/13, R-3A/14, R-IB/13. R-211/13, R-3B/14. Y MAX. . I 1: .. I' MIN_ ___1 +R-IAW/jS. R-2AW/iS, R-3AN/16, R-20W/15, R-3111W/16. _--� D.M..(�), . _ .__,,._R-IBW/15. __�_ 1 -1 7_77 T- 4) or (�5 - , ___ - _____1 � I — --I---.,,- __ - -1- 11-11 11-1- I "I I -1-1- I 1_1.___. _________ _�7777= I t , � 0 : 0 0 0 0 0 . 0 I- - ______ - I , --I __ - I _ -1 , ---I- --- __ I I I --------- I ------------- - ---- - -------------- -- -- I'----,------ I r � I I 1 l ; t -T T - ; j - I I � I i I � I I,------------ � ] ,7 1 i i i i , � , I i t i I I d � I l � . I I I . I I � ; i � I i i I , I I , i ! 1; I 2 I I � i ; I i I I T - I � I . I :1 3 $ i I ! . S i , I I I I � 1, I : I : � � , 1 1 1 , i ! 1 � r ; 4! � � � ; ; � I � � � , I � ! L/2 1, � -4- I , I T__1L_ - ! 1� ; � I i -2ox 1"' S.S1 Botil � I I j � � , , ! I , � � v : � I I I I , , 11p , , i I j I W� I USE FOR PANEL LEN T, -, ! I ! I � � - � I � �,�110 OVER ,,-a-) . I i i i PANEL LENGTH i (D � 1 \ (11) : I I I REGIJLAA STORM PANEL y I � I 1� � W-W 0 �40,0, --OD pf. , I I I . � � . i \ __ , REGULAR STORM PANEL I : (W/ MOW MID PANEL LENGTH BOLT) , I I i I � I �041;4 'I - - - � ------- 1 � ,f _b�, ------------ � - - " - - - fl- , -----.-,--,, -- 1 1 i � I I ------- 4____ I � : I LJF1 WEYY 31 RN PANFA 1 ' � . : 7'--S* 0 .50.0, 54.0 P.,f, � � I , � I � I I . - ", .1 . I ; -1-1 . . - : :1 � --- , : (MID OVERLAP MID PANEL 1.0417TH SOLT) � I - . . - I I I ,� �'_ I - I � I __ I � - - . � , . . � I I I I i _tA - USE 2'-B' MIN. PANEL LENGTH � L � � 1 1/4-0-20.1- --- � 11 - I � I . i � �; ---I-- I - - ----- -- - . I 1:0> AT ALL ANDUNTINGS , -cM,j 7 i � � � I -I--- : S.S, a WA p � �, t I I . , §� � , AT EA,OLTE I I : ; I � I O"NLAT L ' �-" � - ; � I � I I I � , N I I I 1� _:__ - , -, - ___� - ______11_ � ------- ,�,_, I - I � I �-, - - - 1�_ -1-1-1-1- -, , - _____ - " � - � 11� � ] J. I __ . 1 , , _ - I I - I I I __ - - � __ - __ I - - - I— - -1 _ - , ---- , - - - - --- ____ -,, - -� 1 L/2 ,-: I I � , . � . I I t I I , , _6,� � . --- �__ - __ , -- -1 - � i t - � I I � I � - i I I 11 :� I I 11 I [111 . _ - - z_: __ I 111 - ___ � 1 11-1-1 I- ,; -1 ,_ I -1 - -1 --l- - I—, 111 j - ! ! , I ------ - I - F 7, ____ , l I 1-11111 I ,,I - ___ . _.. -I,--- --..-,-. __ - - - -.-- - , I- I 11 - I . --- , - _-_-_-_, "_ - i4� ----------- - _'____�. -1 ------- 1 '. ,-- I i�_ (2)_ NO � I - C , HES - AT - STU � 0 __ I --- � ___ __: � - --- 4-1 ------- __ - 4 I -- - - --- -- - I i ,0ChTION 0 LIFIE $AFEMTY -- � - - I --- . __ - I �'! .. I I - __ I I . - I 91H 4 ,-) t W1,11 I - - � 1 4w 1 11 PANU BOTTOM CORNERS I I � 0 1 , , I 1 1 1_ i 01 4W)----- I- �_ I E" � I D�W(�)' I I i. _,�J___ _ - - - I- 1 - I - 11 .1 - I F i �STAQ_ �DVDRLAP_ I I;= I or i I � - (�) WINS, IMUT AT � VANG Nut AT I - ___ - rma LEFT PANEL RIGHT PANEL 3 AAz I : t INSTALLATIONS ONLY VAUD FOR WIND Lit, L10. I I I' MIN, R-IA/13, R-2A/13. R-3A/14� R-18/13, R-2B/13, R-38/14, t MIN, SPEED UP TO 170 ._Tf�h. I I R-iAW/15. R-2AW/115, R-3AW/19 R-IBW,'15 R-2BW/15, R-30W/16, .- , - - - , - - , - - ANrI4CR5 JSEE SECTIONS A AIJERNATIVES ON S,4uTS 13, t4, Is ale) , _- - I—- - � � � 11 �- 1/4' MAX GAP I - LIFE 5AFETY STORM PANEL (1-) ELEYADON (t) __ 11 I , .......... "I'll SCALE 1/4'�I* ,t , 1 1.11, ) REGULAR 2.w- - ( REGULAR � , , - ,� ... STORM PANEL (" OVERLAP �1_yTmLE WuSt) STORM PANEL 1 " ' , � 7 C1 Tv " i 1, , ��, ', ,� - ��� 1 . . . . . . � � - ,,"000"", ��� I 11 I ,,, I'll ... L' : ,�-Ao � � I I , I . - __���=, ;,;=�m��� �4'.��:�-�-------,---���-,a--�-- __1W___ __ - - - � , = - - � � = 5yA__7=_N1 - --- __ ,;,o FN,, � - 5 � � ,*1 - � I _�", / ., Ili-, "Z7.11- - _j - -1 I ---- - - - --- - _'� ", 11 11 � I'll � i "I . :r) �, I \1 � - - ... - , - I/ kv ...... - . I � I � - - I .; / " 11 I \ - \ , . C , , 'N\ I ! I . I -- �-11 , , MAX. G.,/' - 'i_ o-, , -11 , 7� \ ll � .o � ol , \ - :P11 _; � I I �,_____, � \ i DvERLAP-4, 'A' Aj�'% Iff - I / 1 I "I . - ,� e .. - - r i K� � ��� .� - - /� - _�� � I �____ __ - ;4= - � z��__A __ - - _-___ __ - =�__� �_ - , ------- �� - ------- m � _____ �=_,S== , i 11 � I =r =;i , , �� S*n , L . . .... "I .1 , , � 5 , - i ��� 2 " - * : B . = " LIFE SAFE rY PANEL --*. __ : = FLORIDA BUILDING CODE (Non High Velocity NUT loan. Zone) z - RTI - �*_ . ,.. , � outfuL - rp, EXTERIOR �1,i R10'._.- - 1 24 GAGE GALVANIZED STEEL STORM PANEL DFMN �..'- - I � . - I . I- ,. - GLOBAL PROTECTION PRODUCTS, LLC. 'Ml2m I -1, / 11LIECOme, >_IR SECTION A -A - _ 6T IMMO it rNmNew"a C�pmy ow SN, 51 STREET - PO4F (n*"-7� FAx , 7 20 SCALE 1/4-=l _Z�-> -4. - ...'t - A. = - MVIO N_ mI1ssA)mBtB -175 1 _�/_ -, . . ,� f - — — j- 041-0 - pz, SoAL/q;;Av.;RE/DA1T CA-vowIlt �_ P !2E I a , �, � :J�_I __ �.-wil�17W.W-A.lmia*-il4zng�i*i�iii.iozi-,Iijiz 'mr-Twa�Llzl=*.U�l�ll!ltzLtz�TJ�41!Lll!W�IZIOI.*Loi.IWIJ;1,41431zI it";!!v !,1L1m,T$1;juA!jq1k � " - mmmm - - , a qi3w-.Woiolzmzi:41m.i-,-,i-jiiw-ilit-.L-j r.w - "n, , - ""Im�BNI.,)CtLign�IIL$4;tiwlil-p iljf� "t" 3 - W V __ ___ (VALID ONLY roR PANEL 0 INSTAL1,ATIONS AS PER SECTIONS I THRU 45, ON SHEETS 4 & 5) Cn " = _"� I " u's I-- 0 C= -0 = 1= IAAX ATS�D - DESIGN PRESSURE RAN. (P.f) MAXIMUM ANCHORS SPACING FOR MIN ELD. MR SCW_D�_u__8moWW APPLICABLE TvO I t A. ANY NAIM Comm EA, - '" MAXIMUM PANEL LENOTH 1. (it.) I MAX, A,S.D OMEN PRESSURE RATING (R-f ) MMIMUM ANCHORS SPACING MR MIN F-D, PER SCHEDULE BELOW * _______ ___ TAIACON - __ __ $OUDI-SET PANSIMATE F04ALE to PAMELMATE PLUS ZA"-Mmuff 11 CALx-IN TAPCON swo-SET PANEIAIXTE FEMALE 10 I FAMELMATE ZAMAC-RAIUN I CALK -IN in W moommic'mr to 10 fm,`C� ot. A, - To , CONCRETE To 10 .�IKAETE 70 GO.Cam - 10 cow'Im TO Ioo,G,tGaW ;� 11 , A,OCK " - - To - -� -� I TO . _TO �& To Comm -A- I To ODAACWRL FDRFRZ:10.�.,, = ... 5,,, i,oc, - ----- >-St-65 �75, -75 L_ - -, ir I- --- is:_4_1!�*_ _im�Tif_ " I I,- ��_ 13' -13 13' 13- :D� �E -Y-1 13 �:ikl__�i; 13' - I 13' __ 1:t: 1 T:: 13^ __ is, __ 3. T - - IF __ Ir - Ir li� __�F__ _ __ 13, -_ __ - ;F_ - T , __ 'r __ 12* 13' __ I= Q =� -, F_ - TF� I` __ I - 77-,. 12' 13" �__. _ __ IQ, o ,;-- iF_ - TOV W - __ICIL_ _ I 11 (TO-P) T_ T T 7 I 2 , (TOP) -m 2 (BOTTOM) T-Iff" OR LEM -m -7b I 'a .m-lmis 13, 1 5, -'-- Is- to I 2 - is, a 1/2- 13- 6 t/2- __ Ll-/,: i_1!T Ir '3� 41/2 . _; . LA an - . 'CZ It V-311 L11A - = - m =1 = . - * iI�16 ,72 . --- iV_�_ , 5� _' _�F_� 7- -_ 137 I 7' _. _2�_ Ir - -1 F is" — -is!- 10 1/2- - li; ___ 13* — __L3L_ Is- _��_' - JZr —_ ____ 6 1/2� 4772� ___ 0 1/2" --.--- Is- _W_'VT7F - 13* '. ____ 6 1/2' S_ -112' ___ IQ' __ -1 1/2� iT'i_/'i� 10 -1/2* __ 7 112* _ .5 I /2'__iE_ 7W 7 _I/F - r __!_ ir -,T3z,- -1:5 �:A_iLl' 6 ll;r �� �� � � S� BOTTOM 1 ( I - _. ?!%:- ko -N-) 13' I I I" 14, 1 Is- - 13 ir Is. 72- is- - I 10, -'/A- 3 (TOP) -(WTMM3 ----r'-'- r f-4- S7 __ S, , - - 1--l- _1 _13� __ _ �,�. - 13, 11 . li;- 11; - ___1 I � � - I - i2__1L2 ' 1/2' ___A,-__ _a:__ � - -1 Is- j 13. - _ __ - , 1� _�!!_ L . - F�: - --min - 6 I 6 1/, 6 1 t1i .- --Bi - j� 14- ___ __ -I:,- IN' i- v _e.L/!� a. - _�a__,___ --!A! - - _n' , w �-"/, -t . -w ar ']___k________ 1 -T. 1_2'_ 1 Is- __+ - L2 �12, a 1/r I _FI� ,,, Ir_ 1 ,3, ---I- , - __ -, 7, . a1______ 1 Is. - - " -Is'- F 13' - __ I - - 6 lj4� - 5. a' __ - "" '. ____._________.___ ,I 2' ?3, - -- - -22* 13. - __ ". T3;-- __ ___ - - 6 v., -C _�__T/2; , __ -, - I IQ' - __ 1� 1 [ FiI; --le- __ e I/4, T T_�TOF�__ ,---- 4 C001TOM) 5 Flop) (BOTTOM) ---. i_��) - __ti&ii7;� i A a - i2 112- 6 114� 6 1/4- 12 ,/2. 0 Ili- - - 0 ', I/ s ( ) I I i I 1__i;;1_1! -- , __ 1- ____ I Ir 16 l/2" - -i;-- - 'r I . _ 6 _":I�:_.-,r Ir - 1 i� , , ,,, _-, � I - I is, � 1 I I—— -a:-- I --iF.- , ,,, - - - - 9 i- lL�p 6 2n: 1/4' 8� ., 60; _ I - __Nii� - - -.!-! 8 1!4' I . �- I . . - - __ 9' t 1. - i I l2-.- . * - . 6 I ' 4 !�Z_._ . /' r - 11� l7 i6- - ,�+ViW � I �_� - - __ - _�:__ - i-Viz' 11 , _1z2_ I - � T!�/4' 2 /l �/ L __ � I ZF __ T.3� 11 __I lr-. 6 1/4- �I/r -S. - _i; _____ _6" ,- 2' --!/ - 1/4* - m7p) (BOTTOM) - ,_ - lr_� a� ff,P) - _�.`Ib_)_ 6 - I _i��_ - - -3- -01 - I __ 6 I/.'j6 1 2* _ 1/.* _____._1____ 'r __,&, 6 1/.*16 Ir -4,` I , , �-,,- __� �17 I/r, -Ti;-+i-T1zw __ - - ' �11_11_11'1�__";Li_ B. 1 - Is - 17 1 . j�;�_L 13' I 7 1�!: - 1-1 " �'. - __ - - - - 1 - - 5;- n — _iL_ _i�i_ T2 11VI2 7/2� - __ _!�__ __i�__ s. - 3� 13' -111. T'I'T, - SL4� - _L - i�:ppi, ,4_i --L-, 8 114-16 Ili- _V3, ___ _L,I� - is. __14____ _ w ____ 6 1/4- iaj2i I a, I 13' - . " - '/. to- - 10 p- r - i/- __� O� 40 1/2� ___ ,a I/R, __ - 6 1/4� - - __!�_ - 10 1/2' ITO 1/2 I sr* - is- -.I- Is' - 13, __ 12 1/2- ___R� 11 , 1 1 a- --- _L __Tj�� K . TV � to I/2-TI ___ IQ, ,10 1/2-11 IQ IL_2T_11/2- 6 . Ile - 4 1 _____ - LIO 1/2'11 /, "--,- w - 4/2. ____ ". ___ 112- - ___ __ __��_, B. __ 1/2* I, Ile! /?- It L119__ _.L e-, _11�k_ I __ ____ o- Is' __ li:_ _- i�_ 8- ,3� -a __ia,; _ - - - __ - ---:�. _-_ 'i, � J�� - - %.: -. , T -.1, - 8, 13' . I— . 1Y "I Tiil _?_ V T _11F __ 7' 7- __ 6- ;; 1. - I - - __ - ,,� .. r 71 ___ -a ,/4' Tjibo PF i7ciar-mm) i_N_F;J__ 2 (BOTTOM) i'�iop) -- 0 M1 __L 4 (TOP) - (BOTTOM) i__ - ) ami, ( I -,--- 6 (TOP) 6 (SoTF1_____JL1 �s � . -6 TO al-o. __13' '. _W_ i a i ` - . Is- I --, 3: ' !L ---L— ----ff-4-1L--- _ 'r ; 7* _`_ _:� - -- 7- 1 - �.-L--E--�l�-----------�..---------------------- _g��_ - 13_1 5 1��2 , , - _U___n - Ir t 5� 13. --- 73; -;- - - 2F -3 tzr �f I ./ F ---- 8 11ri --- I-----,-- ir,� __._;.�_ __1s7,_1__ , 10 1/?, ly a Tli T - -'- f 13' it _12 � -1 P2 - � 1/2- - , , ,r --- , � � � � - IS-- __ 0- is- -i-i-/iF -- ` 7 a- - 3' __L_ is- M�� 9. -- -i vi� 1 i _/2- 9 1/2, i_17i�F TT ii� 9- - 9 T/2 - I F 2 ,I� � 13- --I s- iyT1i;FS,_�,W,__ -- --- 8; a- � 131- I � - -I . N ,�� . W , �111 IT 1 9 1/-2' '� 9 1/2' __ 1 4' i - . . _:9_ , i- 2 - 6 1/2. , 7 ��` _/MH//� 10 1/2-17 10 1/2`7 _ - _�_iii�. 5 ,/2- _T�_ O� - � __ 2 ToF ii 72 "' �_ ;�� 1/7- j- 1/2- ____ -,. - - 3' - 7 1 2 - '/" - 7 7 11 , !E-F--' 5 ,/2" - I - ISL I - - 1: __ _L 1, :i H T�L��, , 15 1/4 ��o 6 i/2-I2 I r � 13- - I . _,, �: I L3_ _m;� - 1 __!�!_ _!:_ I/0 i/2- - [ ---,-- 6' B - I S" _!_ 1� 1/� T f,iop) _ I morrom) 2 (TOP) - 2 (BOTTOM) I ---- LT!L_ a (BOTTO - M) 4 (TOP) __ (BOTTOM) , 5 ETC-P) - _ , -1 F&�TfFWI ----. S tTOPI - I - "I --- _, , _,. _ 10 r 7�-5. _____j __ - -_-j --::- _InT_::� 8 114-fS 1/4- _,1FN1/i_1__ 6 114- 6 1/4- - __ - -1 _L/r - - 9 a , � 'Nav, .-(SOFT -) sEr SHEET $1 FOR AnIftoft rin At VIACM 'Co INSTAVAT"m MID w000 mwx emmwm, 6 mmim .KcHoA BRAG" AND MWAAjV EDGE DISTANCE ARE VAORCITED 0- I-' SCKEDULE FOR E-Or UNiSt THAII INDICATED ON SCiAUXILE RM� ANCHOR SPACING of MULTIPLYING SPACM SHCKH it- SCHEVULEE BY THE FOUff~ FACTORS F� OPERKTION To BE POSSIBLE, ACOUCED SRAM offoggo DBAC FACTOR II,IALL W at Uras THAN mmw SRMAAD "CaArm MR EACFI A.T'sori 1�f: ON TAM SCREARy- - .__ __ 1/4*. ��4'w_ 3/47. I 4'.__l -_ ANCHOR TYPE - _ &= . - I A � TZ . ,A, --- __V4: � , 1A PC* BOUD� NNAUM - zAmfic-sMot ., FIRWILIM AW�W SPACIM firl) 3 3 � 3 I "T � ',q — wkwwmwu — 3 - 4 1 - /V 3 _ m"ANIX"'i 1-7-wil-11 E __iL_1/2r* - I - I ,/Z' --2:- ,I VA* ____i__ 4 ilz 11,11. _ . ACRAL mm DISTANCE MA) FACTOR - I ,/2- - - __ O." - I - - - __ - - - - - - - I , ----. *-a,.- I - - - 11 - _C7j I - - __ - __ -, I - I - - .0 _--if.,�'_ ow i--i - oci - I IF I-- - __ - 4 1/2, -1 I I _: -1 - 6_0 --tan - Tii_ - - -Too - SPACINGS ONLY VALID WHEN SPACER S IS USED� SEE WILE #1 FOR MAX. ASM. 17DESIGN LOADS & MAK PANEL LENGTHS WHEN SPACER Qq IS USED. __ : i o-44167 �'. * : or I * � � I, STATE 0 ----- I �f -1-40RIOII�A , ..7,.4 y ,�a�.-.-_-.,,"* v a A.S.D. DESIGN IM MA)UMW PANEL LENGTH 40 PSF OR LESS 61-8. 1 > 40 PSF TO 50 PSF C-2, I> 50 PSF TO 80 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONQ VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ Q?5 SPACER AT 12 1/2- OX, wj -5 C� C-) m ILL. C= C.4 C= C14 Cj = = . i w Li = m . = CL E 0 u .2m `oT=. � I - I 11LIECOilm, \ GAGE GALVANIZED STEEL STORM PANEL r . 24 ORMA" BY. - GLOBAL PROTECTION PRODUCTS. LLC. "/v/m:G �'T. lm-_- E.-mm-0-5-E. S... 51 VNEI'l __221v_ vomI, Fl- .U3,4 - 20-175 i - MAT AR-- - - MIT -1 -1-1 - (,FA.)Aa0_,,b,6� F_ (-Nalf-om _ - I - ._ - � - m� KA, _________________.__ __ - - -1-1 - __ - INST ALLATION QUAILS — FQR LIFE SAFETY PANEL I 1/4�O TAFCOMI__ _ _ _ _wwo URED 1/4�0 TAPCON I - --- _pqSTINO POURED J14'0 TARGON - - 11 I 0 PO 9154"I"m 1/4-0 TAP0ok - ST, 10 ED Z.&W ANCHOR 9 S' OC� I L "' 11 I � `/1 , I " Do CONCRETE BLOCK REQUIRED ANCHOR 0 9* wc� ; , - i - * .. � CONCRETE OR CONCRETE BLOCK -IR- ED. ANCHOR 0 9* DO. I I N "* - 'j, - ",-,,ED CONCRETE BLOCK REOUIREO. ANCHOR 0 O' 6.0 � , � � -",J,f' CONCRETE BLOCK REOUIRED. .- -11 I'Ll _ ,�� - - - . I � �, ,j. ., � , " I , . . �, ` 't - `4 - M -1,`2 ,111,14L 1 2) , C , � " I � - C2_ U/ .", _ ,�. , `;? ... I'll � 20 . � , ,� - -(v 1, __� E-D-* 11 CXIST,N9 " -41 GLASS � �- , - !! 11 � 11 i , 3/4' 1 """ FAIM ". - : ci.�- CLASS ='Ma.T � I "L' M.. PANEL LENCT ,H (SLE EL,vvtow ON SHEET 12) L/2 I � '�j , ') 1 � . , __ 110 q vr � I -1- - I - - - f A- I . 114-0 TAPCON 1!!) I ANCHOR 0 9* O.0 : EYISTIND POURED CONCRETE OR CONCRETE BLOCK RECURRED, =TION R-_IA 0 REGULAR PANELS WALL MOUNTINGS SCALE Z/8-11 �' ")L 1. _ 11 . , 11`z�`, F�711 I ,", - - 11 I 1- ... 1'� Lo.# I,— , , I . �,�:� ----------------- � -F 11 11"'..- ,,�,�, , , t I - 0 I' Uri.. i 01 IH-SEPARATION - I I it TO CLASS. I- "*' I __ - ,4 �_,f I � , � r i1;SDK;1 10 " , , ; I I I I I � 0 4, I I- I - 11 1 I � 1 ! 1, MAX- I . --- , I I I ANEL LENGTH 11 � I (SEE- CLVVAI*N i� - __ I -, - I 1. � ON SHEET 12) I v 1 I"" i I � I i it � � � .1 �_ - - I I I- __ 1 i I 7 , ,��:�-�,.,�,�-,*�,,--.-,�""�-,,, , .1, � - �, I , " ' ',�,f,',L,1��,�,� :_'; .41� , l�,l ��11 111_,,kw, � I � I I I , 11 L , 01 e '� ,��" , E.D.- "",,�,., �_�' ,,��,-.-.,�, I t � , '9; : � 1� - __ At a I/T cc " L- " P� " ',I " , � i I l 111-1 I—- __ 11 � " , , ,� � ", , __ ====:e 4, C :: =I/ TAKI 0 r GC. � POURED CONCRICIE OR 9,STING VMIE BLOCK REWIRED. LIM "-HE SEE Skaunis 15 A, to MR ANWORS ApANCIR me - - 11�n 1i ME * SPACIND FOR INSTALLATIONS INTO 000m 1 ZOD FRAME WRINAIM MINIMUM ANCHOR SPACINGS " INARAMA - - vmow"JA mw�m"MR 0"w4w �-.- � OA4 3 -n!. - #MAKM,AAoK,, 1!T!2M�!!`_0, 7 _v_1 O_ al."4, 0.1 3 i MOE DISTANCE ARE INDICATED ON INIS ON SCHEDULE R m n =111, S-10DULF M AZI� ANcr - � - __ Ampi. am wwa " ___!___� - of MULTIPLY" SPACING, SHONN ON SCHROLATE By THE Flo"OWING FACTORS, - I I IV Tz, C THIS OPERATM TO BE P=IRFL RECLOSO SPACM OBTAINED Loud F�. swu mm Re LESS THAN I . - - � __ - - ____ - lvr - ______ - - __I WOOMUM SPACING ININOATED FOR H 1z E� �T__ ___ _______!'___L_3 r - ___ � - - ___ Om - I Ilr I ___ I- 11 .. -,- 1-I . '� ,.f� LL'� 2 t 1 � _ 1/4" . I I MA& __ _ , - r I `-,. , - � � � � � � � � -F _' ,� 1.�111, - : ! ,;_ __ " "" �xe�, ��.�, -11 ., : , " _ : " I IT I i I 1 4- UT-1 K-1.11 It, I � � A, If ; I I "� I _;zN1 i Ii t I ii � l ft - , I � - I : - '.� - 8 - ___ - -1 -1 I- 11 I* w- � I jr-SEPARATIGN - 11 IT TO CLASS, . ft i 1, - (I-) * '1�1. I I 9 I 11 , - f L,12 ._1 I - , 7r7l' - , , 4", ` ) ' -1 � ��_; ` �, " ` , " . , ' . � � I ED,- I �111 I I ,_'-;,-_ J�, I q , . I � . � I �.. I i I I- - I E�D.- (i) 4� B - to, ; ="-r " 'I'm I a a." ?-.f) IT if 0 I -1 * "X It PAKET. LENGTH " - (SEE ELEIVAT)ON a ON SHEET I Z) Ft I 11 11 I' Aan, SEPARATO To CLASS� �� E'D.- � ___ I- . . - I � T)I q. Ili I A, 1) S A'11 19 i ,-.. 6' PANEL LENG"I (SCE ELEVATION � i ON SHEET 121 T V I , _, rrrr . "", . L__1 . , -_ I to j tt -, - I - - i Eo I , "" __ - !_ ij .1 il L- 41'zw N,, t- Ea I- ? - j , " I Iffy, Mt ,�;; " 1, MxIs . ,�;, , I:: ,' 11 I 7, � _� � , , �,' .11", - �; , . 11 1, ". I - . I . I 1� : o �11 ,,,, I I '�,: . � I 1. Imm: � - I A 1/414 TAPCON I )/4-0 TAPICON ANCHOR 0 9' CC ANCHOR 0 S' O,e EXISTING POURED CONCRETE OF EXtSTING POURED COKCREFE OR - ��GTRETE BLOCK RCOURED . CONCRETE ELDON REWIRED 3ECTI H IR-2A REGULAR PANELS 0 AHICA&MEL WAL MOUNIMS ! 140, ...... � SCALE 3/8.1, m (1) (1) _c_- U) _0 —00 > (1) C- -1.-, 0 L_ L_ _0 = , a-4.- Cu 0 -0 Q) — 0- (n - (1) -t� C: a) -0 0-0-0 0 -= c 0 2 c- C: 0 a) 3: M c 0 0 .5 %%O LL , (_; -ffi > (n .- CIO 0 a) Cn E=- a) _41--a ICU 0- CD_ r- � M 1§ . = — Cliff) C - < C 4 z z w =I - — --------------.---- .------- .------- ____ ______ I -----------] INSTALLATION DETAILS EQR LIEE SAFETY PA INSTALLATION DEIAILS FOR LIFE SAFEJ PANEL�D INSTALLATIQN QEIAILS EOR LIEE SAEETY PANEL INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTUSE5 I I INTO W99D STRUCTURES � I I . :,: - � - -� , - 7FT ,, �14__ '-'-'- - M - ": 7 . _=, -1/1- 1-1 � �7 - 1 �L �__ T- -,� �-� -1 1. � - I 1. I , 1 1 ' ' . � 11. � �, 1/4-11 TAPOON 1/A'O TAPCON� I I � '��i,,____�_" �! L 11 � � � �l 1, . �__'_._' I I -,, :, ,"! -,?., - - �, I I - , � , _1� � I ", � . _� � ��__-w ; � - �i __ No 'URED - ,�� 1. w - - - , _ �', - ,_ 1, � 11 _� � I., � - 'I __ � L ,�; , , - , li� I p I - 11 ��& , 1� ANCHOR POSTING POURED __=ETEp(GR I -1 Ir- -T I ER I I - ''I WOOD t4EADER ''I � 11 ;E)�'�.N)FR A - � I - , - � I _ I I - � - ____... . I - I : 0 0` TDC, L%NCRrrF OR ANCHOR 0 9' O.F. I -, -, - �A - '---- - REQUIRED 1 � - � - 1, - I., - Goo -11 I WWI) HEADER I - WOOD HEADER I �K,j, � CONCRETE BLOCK � , , L 1 . I lt%alo ,,I - � I 4 _ I _" =91", -- -, - -_ —REQUIRED ;,j, ,i' CONCRETE BLOCK __ - I 1 � - � -, _1 - , I :,,11 '. : - __� L ' �, L ��, - t� - -TIEOUIRED �� , -,j'K RECTURED. ;LL_ I REQUIRED. I � - I I i ,' - , I , ; � I I i I . . _: : , i U) -4--i " - , .1, . I I _ L - I I � � L�� - I I I � I , - - - I _ - 0 , - .. I . � , I , I �', ____4___��_ I ;,�T- L ;;, . -A TAPCON �,, - �) Ile. TAPCON -1., __ - '� - �1�11�4` , I r 1�� L�" �� 11- �/�. TAROT) 1, - I I I � j 1/d I I 1 ; - - I _' r'NONOR 0 9- DCL , " i �, - , I -0 TAPCORI T7 1 � I I - � It � � �i � 11'� '� - _ACHOR 0 Sr DC, 11, 11 � � I , - _14 ; i , 114-0 TAPOON I "I - - \16J 1 1�1 I I v 1� 1; 1 � I i � , - DC� . I , - OC. 1, 1 _`-111;Xp.C7 . C "I � OR 0 ; O,C ; 1, � I I � �� � I ,r�' � C21 I , i;. .1, �"_"l 77 i , I � ) 1, 1". I L i'lT v , ANCHM a a , � � ANCHOR a a L. CD ".. i . I Z, � . , . I __ r_111. . %, . I M I L 'i , " I I . I I , I , " i,7�. I �� � _ I l�L F� I IT I .1 r ill I I i � I . I � " �! - . T� I I ;L, " 1/2- - I ', " i. I/r ,� , �, 432' 1 1 1 1 1 � - I , - ' L 1. 1, � '� I., 1 1/4 �?�,", I - (_231 - i . 11 , � .t - I-.-, � f . f IL. � :�� -,- -,,,- I L I � . � 1:_1 ,- I I . � , , � — r�D'. _ I I L L � I" I 11 'q, 1". . , ,, .1. 11/7' 1/4- . I �� - 11/1 L�,� I , 1� - , I I , ` , MAX. � : j !,� i ��L � �-.' = p - i ,,Gz� 1 4) . ; I f 0'\. � ? t2w C_ ,-A". ""; __ __ I I __(�) - , , I J, I I I I -,E, mawvs C — j, - -um*69 � �� I� IT "/2�-_.� , (D a) E'D * I , ; , , I � l/. '. � : A- ___ I , -1, I j� I 1 � '. I I ,� /2, , � � I 1 4 w , - �D'. , NAX� --- --- - L I , , I � L I - I— L i .1 I 1, I I , , I Ill 4% � /:� I MA I I I , I ! 46&--- ; 1 144 _.� . 1 1/4 , , , � , , . I I L . � I I I I I -1 L i . , , , I � I � � , , ;1 11 I I ; mi. , 1. . 1 41 , . I - I., _ ": - MAX- - . ___ - �, I , " , � vpqm� � 2 1 1 . , _ I I , I I � L , , _ _ _ L'I -+—# w � 2 � , -, .- I I I " I 1� I . , ,,_- � : " " , � I - mi. I j '1_ ,� I , , I I �, I L e� . � I I '4 ' ' 2! I 1 2 � , L , � I 1 M6'L __ ,��, , �, , I 11 � , I I ,� , , � I -+--a ". I !( - - - I , L I l j ------- I I I I , . I � t , �, 11, ; I i f I r C, I I � I �1� ; I - . � I A -1 ) �_ I' Mi.. I I - . � I L ; . 1 _j LL i I �, 1 I 'i) I �� 4 - � - I I � =3 m L � t r � I I_ 9 1 I SEPARATION I I : L-Fr,--L,j-)- - ; , - � L 4j ) I_ R L1 k A, i---� -_ l -,, X a 1/ft - p __ _t11) I i 1!11� � ' L : 1 I - 9 4 ul I 1� �l,K I. � I 11 0 � II � "" , I --1 I I EXISTP14 - 0;;� �' TO GLASS. , 'I -� I 41 - I . IK ,%: I � TI � 0 0 _Gj -- r I , 11 I A, oi� I � I i 1 114 *� > GLASS ! I Al " A "� IT 1 � I , - - I �-,EA. t 11 B � :�, I il�lfz�p I 0 �� I _,MBIr EXISTVA-2 ; 1 0, 4-- 1 _��4�:,i - ,,,,,, I 0 11 I emS,,K_jj,' I , ljvl� Il ,� It I LxTsTI H, L 11_,�, I 11*� I __ � I I I 11'' , 1�1.��=1_1143 ExFSI!t,qj", <�� I I m. Z.0 '9R _. � I - I 0 - 9 (N I BA` r4ASS 6 CQS"N'� L -- - " - I GLASS . A IT � I GLASS .41 � V�`=`R,o - E� . I I - I - f T , W AIR F?Aft mm� . 11 - 0 i �_ fIk �L� r__ - m a GLASS I I P, T-0 ? I, ; . !11 I , 1, . I i " " � � I I 1. " . _L* MAY. I = =4) "I .y : I o.w FDA ofma -_ L 11V7 a I MAX, i ;; I I , I Loo'N OART-n - - I 1 17 - �_ . E 4 i 'IT, - - I _ . . . . . . ��';j S, 'FAN1.1 LENG�Tl !I I I , .. I'll i 4,111111�_-4�,� 1 I I ____4, ,-,-,L a o- If mo�. I fi� PANEL LENICIM : � _ , � - wlil I I :: 1 1 - '. 11 _ _ 4 -m�, � _L1 MAX, I/ I P. C � I FANEI LENGTH 11 I ' , J I ' - - - - - -1 I' I r I --- I "Ll M.I. 1� - _. __ ---,. E� PANEL LFNCTri I -L, mAx. 1, " F I 'L, A. A. EUDARION 11 �, , . PAN[ (I t I L 0 1 � PAWL LENGTH R � , E ;: _- - t .. LENGTH - - _ . ___l A 6" PANEL LENGTH i ISE EUEAMIGN 9 � I I ON 4tRaT 12) e I : L LENGTH : ON "LET 12) .. I I L 0 I' W'.. � i ON SHEET $23 11 (SEE ELEVATION IT I i - -I" - __ - I 0 ,--I- I I +']"� ." � R , = N . L I � - -11 I 1. - i 'L!�- �,,A �' �� ON "Ev 12) 11 � : j ,1a,1 CL I I I I _11-,"' , SEE 11 I ; 'S' S _ 0 TO , a --- __ (SK ELEVATION It 11 , , 0 J_ _�� I 11 I ! (SEE ELEVATIO .", I �LIVAIION __ 1--I IT -ET I FT _ I . I L".. � :ON SHE 12) 1 - _ ., - __ ___ __ _ � w ff� - ---- --- I If I 11 11 I . I _ - - - I - - -1 "I - - 1� - . - __ L A 4 I * MI, T 'i - - I ___L --T ,,!� - - = �� - - -1 - I C it 11 I __ ! - I ! I - " -, , zV�_ - - - B__SEPARAnON ---- : Ij � _0 ,/� �,�",�?��-��,,. I 11 " I Aa �. I [ I IL IF :; , .- , . L - I -1 I , ; R TO GLASS. � , ';� 't,'�,_" �,7-,-i,-,�, , 11 11 I D " - 03, � ; - _ j I � it I' M�. I , , . ,; ""'I'l- I I � ,,, : I � 1 - LO Ll� : jI--SEPARATION--- A e , OR. �_ I �'1;1% .1 ,"_`_'�",� - Cl) ., �y I ; : it W-- -SEPARAMON , I � , _1;_,;?' .r OX �""-�"',`,,', : I . r , I IT TO GLASS, i __%�_ , � 0 �f �j I _1, i � (1-1) : ;I To � i � t I (D ILSEPARIk1lO% - � L, : : I 1, I I ,C � : _r -,fl L12 1 ,3 , I'. r MI � - , � E.o . ,�' 9 - � r , � 11 6. _� _, , , i _�, � . I a 70 GLASS � � I , ��, . ,; � - : � I , f - I � - - � !_ I , I I jj I L I i EX67ING PCU- 11 � I.. r -, -� - __ .. : I CO Cam A 11 EA I r , , I @ i , � - I i I I L/2 I&, l�-r",:�,,;' i =P0.1r ! - t! 1- . . " '/� I -, ---. ��. , � I y ,/7 I �L. I i I OD = C014 " _ to ED - , ED. __L__j - , I I _ i - -1 I 1 7 ,_ CRETE � C4 CONCRETE , � J, I Eo. I - ya I . --- , - ---7;7 1 __@ , � . . I I:, . I � , , 1 6 - - ; I 0 Civy - I t - 1.11 I , - L LL I , , , - RED �,,,-�� �,� I 40 n vr Do REQUIRED. I - CINYOND) i , t L , � I __ � -7 I - - , WRED I '_ ,,,rl,l , It , 411165PS= I ; - I .-I I I 1 4 4 L , J. "t IN, & 73 , � �! 1 - - I I - !_L__� , , I Joww_ , - , wr ", � I I Eo I � Ea. .-I . __ I - , 6; I- _1- '01111 - C 0 ! I t 1 A,�� , 1. I , 6, , - � I __ I'r :� I _� ,P�_ - 1/2, 1 1, I 1 . I - I I , tzAft" 1* � I I I - - - - - - �_ - I � =:��T_ L .1 I I I � .. 17 . tt' I- " j CO. 4rn��' - - -'-'"---' - - I I - I � I I I I � I i L I _L_ ' - L � 1 : , _ ,_ - I � I I . _'. - '-,,", " -- � J, � . � j6 , - I 11 ..... � ?,'-11: : _1 I � 1; 2'.4' WOOLD " 1 � - ! I I" I I I., . � � I I i I - - � . " , -, I I- L . 14� L I ! PLATE k� - , � � I - � L � I � I I . . r I � I I - T, , .,f ,,� - I I I I , _� REQUIRED I I f�r I , P,-M.... -.4* wzqg L � . 2'.4' WD0Q___ _ _ I I " - .- . . 4) L _( - - . I 'i I . 1 4 0 FAPCO 2'..' WOIV L : i 1 2 I__ , , - I 1. - - , . � - R_ AD i 1, ,4 1, 11 L P , PLATE L 1/4 0 PANCILMATE PLU� 1/4'0 PANELMATE 1�_ - � _� _ 1,14'o TAPCO� I I _ - -4 CIO O_ I - REOVJIXD I RECU�,RED -1 -1 - 11 I I I I IL : I I i 0 a) -, -, SM SHEETS 15 & 16 MR AACLORS TQ`E & SPOOM FOR � I I I - , . � . �11 PLATE i I I ��! I-4-0 TAPCCN LATE � ' REQUIRED I ANC'HOR a 12 1/2, O'C' P-M&MLS ANCHOR IREYOND) I AMC O'C' W014OR 0 9 CC, I C' j,; Hop " B� 0 C j� ,;-, -4,6M a 0. a C : ,I � � � I , : 1 � _1/4'* PANAEAIATE PLUS . . - I , 1/4-0 PANFINATE PLUS � . , I i STAGGERED W/ STUTO I I j . I ' ' i�� sTAOCZARED W/ Sfk. r , � � L I , j nounD L i L � � , ; I REQUIRED � � � , AMMOR 0 12 T/2 DA- I I I ANCHOR 0 12 1/2' OG WALL MOMHOS I - - 2,A,,, WOOD 1 2',Ag" WOOD I � t , i L � - I I - I I L I I . . - . PLATE_ , I, _L_�� �� I I -- LATE ,- I - - , - ,, " I I : , - SCALE 3/8-1 , t -1- __ s _____ J, � P i L -L' INSIALLACAMIS INTO WOW FRAME BUILDINGS. �Ll j; �. Cn I L - . . i� .."i . I [ .- - _. t] - �E I L , " _, _ _ ARA4,Uh` ANCHOR SPACIMOS AND MIRAIUV EDGE OWANC I - - ;_ I ARE ThOACATEIL OR THIS SCHVDLLE� MR ED LESS I)" - -1 .. - - � - - - m INDICATED ON SCHEDULE REDUCE ANCHOR SPACIM BY "TNIAZYMO SPACING SHOWN ON SC41MUL: By TH ILIER ME.. t ALTERNATIVE R-3BW " FGUOWN, F FOR THIS OPERATION TO BE POSSIBLE I Al myl-&-nm t� 8-20 A=Nfi� 0 UEE SAFETY PANE m RmUCEO 0KI OBTAIMED LISVIC FACTOR %MAUL NOT HE "Ittio", I 0 1 RMULAR 8_1 F PANEL 9 LIFE " LESS THAN M#KAIVM SPAC MKDACKIDD FOR EACH ANCHOR Em "'o-ItIll", TWE ON THIS SCRITULL ,%%1n1iy1li7 r/44, N, I WALL-MMMIM M,4010144,0, WALLMMOM WALL MONTI ". S All I iQ;�o`% - ANCHOR TOM Ile. ,!�, _ �, ,& `A� P, T Itj " --NO . - * .... "" � I/?+ , " EN4'- �9 '-,- L6,� - 11 SCALE 3/0 , o I/ I it, j,%% , . . ',�_ ,=111- ' . ` ,,, '-�r I SCALE 30.1, SCALE 3/8� I - , , i� LL1 , I , _*.� ONSe :? \ .�_ ... q �& i", -� = ____ , I - j .. . .� " '- ! : MARMIA4. AAIO�M W0.100 0.) I . '. FLORIDA BUILDING CODE (Non High Velocity Hu cons Zell.) __ .. \CEN -I' FLORIDA -� -_ 2 z .1 1� AA1a7 1.p WIM, - ... , BUILDING CODE (Non High V0106ty HUr Cons Zono) Nam, __ - .1 No FLORIDA BUILDING CODE (Non High Vol" ty u Icons Zorve) ' =*: :.a = - - ___ tI`Z z '. � A=` TATTOO. W. F_P_ . It ..m "�=. - ' F� < - ot"KAM".4 � 3112 * : - �; * E 24 GAGE GALVANIZED ML STORM PANEL ORKNI, B, = . 0,44167 - I 24 GAGE GALVANIZED STEEL STORM PANEL - . . = 24 GAGE GALVANIZED ,TEEL STORY PANEL - I— 0") 3 3 E - J _. : - .Mma TLTECD. w = . STATE QT -1 - 1, INSTALLATION ARE ONLY VALID FOR A,S.O. DESV4 - I / - Do- ft _ , ` I I __ z: ____ I- __ 00aft ma ORION I x mw FACM I .1z ,__ - " * , �* .,.-, 1. INSTALLATION ARE ONLY VALID FOR MAX. A,S.D. 1 -.". STATE OF .42C i _____ — , i Z'\ PRESSURE RATINGS (p...0 AND PANEL LMGTHS AS �s * . ' - 07/0/2= DESIGN PRESSU EL - 12' - _' ' \ GLOBAL PROTECTION PRODUCTS, LLC. �' - 11LIECO.. — DATE , ,,, PAN o.- '. 1408 , , " - - __> "Y27/7 , 11LIECOTHic RE RATINGS (ps.f) AND ol N':�`.� P 11,��. �_,E77_�?7!7-_-�_---- GLOBAL PROTECTION PRODUCTS. LLC� p9_____=__:__ --7- S I / GLOBAL PROTE I I O'. LORM LIECOlimc, \ PER ELEVAMON ON SHEET 12. 1 -q.'. STATE 0 . > CTION PRODUCTS, LLC.j wl�, - / if � .9 -� - _ I LENGTHS AS PER ELEVATION ON SHEET 12. 11 * , - - __ -,4,(, .... .... Am S.W. 31 SUM 2� FOR NEW WOOD FRAME CONSTRUCTION. WOOD . , 7410 TM"4 * 10411101DIM COAAAAW 48w a. .5i mww - - If_;, - - .-----. .1. " (, OAVIA. I -1. All If,- - - I S , , * , � ��,�V,%_ = Z, LLL _�_-1111_ 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD "' 1ONO , , ,�4�1 to Frinme a mitiagio" 1PANY ,_., - __ - - __ - �xl. . 20-175 1 MEMBERS TO %e?�- .. ... L01:111)) , - - -- -,-- '" AA thiNflowli 4 ,� - - 1�oo N#ANMHM,��' - - CKwi -,-,A �Fv--* III—— )*911-7548. F jlf�)66R-IR797 BE SOMERN PINE No 2. W/ SPECIFIC , ANow- (W)a"VE � �11.).._. 20-i 75 - A.�_,!jL-_�m-o-A � m4izi- - 3 I-f - I - ,;7.47' -.I-).,-- _:tr)'_-J_,' ft'MA. A- MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEC19C - __ ____ -- � E SEN./oc"Am" DfWoom - DENSITY OF 0.55 OR EQUAL- � i2 1 - - -.1 2� ORIANK; �: DENSITY OF 0.55 OR EQUAL. - m-o"71. - - .1 - - DAKAAAK; - < 3, - C.-om". I CA-MM - . -.I - 1 � . AULFT I 4z I , I � 1. a, It A py- SBM,,qvAA%w,/mn WAITER I tILL, ., FE I I - 111. � I -1ok U'L # I' 6'T , - i FLoReAGF A 141., � I I I . ___ ___ ----,- __ AFF �FCR � - - I - -, , fM,,;A , - .���_-_ I I -.--- - - __ - I SAAEF` 1. OF ,AA I _j . - . a_ SHEET NO. SH 1.4l " 6 _____ __ __ *EZI/18, EZIW/18 ANCHORS - ___ - __ ____ ____ (SIDE SEC71ON EZI & ALTERNATIVE EZ1W ON SHEET IS)--- ___ __ - - ___ _3 U.., - -3, - - I: ., 1, Mm , ' (SEE 1 (SEE NOTE 2) I 4) �011111/1@0 I CS)NOTE 2) #14Xt' S.M.S. I --- t I _1_1- 6 7, I t . ___r`r_____1_f�1 I � � _+____1 .. 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A i 1 I � . I i I - � I I � SHM I _ONS�ST OF 1,14'0 1 1 .1 I i � I , --20.3/4' M,S W/ 7/b'0,3132* WING I I -I � I I I - � I i � -1) PANELS W/ 7' SOL't I/"-�KPII' ' NUT OR 1/4"0�3/4' MII,t� THI.INBSCREW INTO TAPPED 801110M i ,I ) i i I I I I I I t 1 I � � i I i I . I I I 1 I I 1 i i ! I , I i 1 I ; , I . , I 1 1 � � 1 SS BOLTS W/o 9 Fk ,�,_,S.M, TRACK LOCATION OF FAELNERS MAY BE AT EITHER OF -WO I 1 1 1 1 I 1 3 I � , 1 1 , � . � I (SEE SECTIONS AS APPLIcASU) : ErERIOR ILAT FIMANGES OF SAID PANEL. I i 1 i t ; I I : 1 1 i I � I I i i I ; I I I i I � I . i I � i : I I z: 1 � 1 1 1 1, 1 I � I I I I � , ,, , , j 1 I� t 50% I - ! A L_ I . _! � ! � _1 I - __ _ . 1. - - , I � I I - t - L I I � � I 'A OF I.' (41, IN CASF THAT �NV PAWL,,; APE, NCYT CONNECTED TO BOTTOM I I I I - - 11 "I - - 'I I t , I I � I ] I j 1 j i � I � - - - 1 � [ T, [ J1 ! I - 7 1 i - I VM- TRACI, ( O. A STOP BAR IS ONLY USED At' TOP) AT LEAS' TWO , I I � � I � I [ � 1 PANE L 2, SHAL_ BE CONNECTEf TO GOTICIM, TRACA USAF- SPECS q , I 1 1 I I , , I 1 t F I , I I f H-r- I i-44-4 i __ H___H , t T 4 i-�-4%4-� INDICATED O . 1- -�_J, 7, f_.; , - � - -I - _r � s Mort- (3�, AB IN SUCH CASE. LCIN14ECTION OF H I Ch2l I I r- I I I I tt . , . � � J - L - L�_J -ii L L -I _.I�f_ L -I -1 L I- _L -J-J-! I - - ' I PANELS To DOT -OM TRACK OCCUR A7 ANY PANE- LOCATION _ __ _____ - I , I I i ? _____f_L___ A A - A � 1�_.;3_ . I - 3- M.. I_ SEE NOTE � � � - 3, U., - 1, MT, SEE I* - t 01-TALLARONS ONLY 14ALID FOR WIND - -w,;, � T�t)-Iudi kmf ! I I mf"HOPI, SPEED 'UP TO I70 ,,T_p.h, - , - - - - - - - __ (SEE SECTION E7) & AL7J7RAA,T!VFE UIW 04 �NEO 18� � - . - . - - - *EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANQ STORM PANEL 0) SYSTEM (t) , �1' SCALF: 3/,'2'�I` � _"�� .'' I/" ,A- 1W X. � 2 68-,LA. oNEALu, I I - - � � _ � L" I . I -1 "As E !Lk`r`) ,/", �' , , ,:�,' , __ - - - - I -1, - - ____ _____ _�_7 'i _:�, - - � _L, , P,-�7 /--\ _, _,::� L Z - __ \ / / \ / Z:= 1�� 11_1� I 1/4" Pru. GAP i-SI SECTION A -A ,,,,,III ...... 04", I SCALE 3/32'=t' "01 ,jilx P, TILZ " ,% - ,,,*-,,-. ; .. ,/ Ill X;.. , � IN " - �"' - SI .. EN ,-� _r -, FLORIDA BUILDING CODE (Man High Velocity Hur icane Zone) ' - - - � . .. '. Z ; " ' ,,1- ALIT- �� 11. Z . � � 24 CAGE GALVANIZED STEEL STORM PANEL . ET,44167 . = I L"PIA", O, Z . * . __ 1-1: * E = *: * _ �� -�, , .TYIT/� , - ., / 11L1ECO,#7\ �. - : S� i2� \ GLOBAL PROTECTION PRODUCTS, I.I.C. Tt O� i� I., STATE Dft� I - , __I, A &' , -1 ", tKaINUM.. co.�AR� - S � 11 �Init r -,, , I _ , �.� "' , " - aYAE rL _!" 21115_�5 -,0-U,_-,_- FAAT.,_tK,- , 0 , :11; 20-775 ,t:.,. . , - "`ON� M.Xvit-�t_ 'm 0PIT.M_11,;T (�� "-__ - -_--_-r---_-----7-_--7 - ""�, IJ16'. , - C, -000,; . I - I - ORRIOA� - I �,,,�; �-__" , , i1ok T-w"Iert I - 111. rAAn?4 ..,I�,,,,�� ... , rv, � rur 1, 'It ! ill, mp, j,�T. if " 67 . i 11 OF I. - I , � ___ _.- __ -----, I ENGINEE.- ING W I I EN1133INEERING EXPRESS& PRODUCT EVALUATION REPORT September 15,2020 Application Number FILf&_91 - R2 EX Project Number. 20-31543 Product Manulaclurar All American Shuribens and Glass Manufacturer Address� IM Donna Road Werst Palm Beach, FL 33409 Product Name& Description' 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is being issued in accordance with the requirements at the Florida Department at Business and Professional Regulation (Florida Building Commission) Role Chapter 6IG20-3,005 ' F.A C., for stalevilde acCeptamce per Method I (d). The product noted above has been tested and/or evaluated Os Skinimarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code Re-evaluatiDn of this product shaft be requirtid following partment Florida Building CC& modifications or revisions. Substantiating Data: It PRODUCT EVALUATION DOCUMENTS EX drawing #20-31W Utled'24ga GaWanizad Steel Storm Panels JHVHZ& Non-HVHZ)', Sheets 1-5, prepared by Entratearing Express, signed & sealed by Frank Berinardo, P.E, is an integral part of this Evaluation Report. * TEST REPORTS ",form static structural performance has been tested in accordance with TAS 2D2 lost standards pet test report(s) TIBT-ASG�17-001 4 Slackwater Testing, Inc Large missile impact resistance and Cyclic loading performance has been tested in aDcorclance, with TAS 201 and TAS 203 test standards per test report(s) #ST-ASGI 7-001 by Blackwarter Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based or, comparative and/or rational analysis to quality the following design critene I- Maximum Allowable Spans 2. f0hilmornAllowarble, Spans 3 Minimum Glass Separation 4, Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIEL D BEACH, FLORIDA 334,42 (9545 3 5 4, C 660 1 (856) 396-9999 TEAM @ ENGtNfVRINGEXPRFSS.COM ENGINEERINGE�PRFSS.Ccm IrENGINEERING . P4,e 2 of 2 ,M) American Shu(ters and Glass - _74ga Galvanrizcd St"I Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and Essential facilities Impact Resistance: Large Impact Resistance lies been demonstrated as evidenced In previously listed test reportris), and is accounted for In the engineering design of this Product, Wind Load Resistance This product has been designed to resist wind loads as indicartSd In the span schodulats) on the respective Product Evaluation Document (I a engineering drawing), Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (i.e Engineering drawing). along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaltudion Document (I e empmeering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material Wed in this product's respective anchor schedule. Most Structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for an a site -specific basis by a registered professional firgiruTel. All components which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all thries, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). RIESETMfully. � -, I' ".. ��,_ 1 .,', - - i I ,_�Z-.1--, -1 , `� ,- "I I52-,4�1,,O e� t � " , Frank Bermardo, PE ENGINEERING ExPREse AFIAE0046549 1 Cert AuTh, 9885 160 SW 12-1 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM I9 ENGINEERING EXPRESS, COM ENGINEEAINGExPrEss,com 7"S ATATI-NAKA], PI ,�._�,.,,� ? � � I - � - I "I 11 I _ - 1_1CPI.Ai_ l'- _1E,I�_IIl1I_ l-IN-1,11-1 1 "=1 1, 1wt :11�11_APIII l"'..7--t- 1� 1; 11114111� - I v_ %111111-1:11I �:, -F-10 �,F�_�, 111TI-1= �1111I-1 � I 11 11 _ - �111. - 11 I --'Z - - I � I , _�. 71-111. 44_1� ��__Iil I ,;"-..I - Fl: .� � , I - ,1 ,"'III, !mwl _� - - -�"_'-,,-,�- �� � - r, - - 11_._L I-, �..'� - - / I � �� X�` L_ I � _1q . . I -1, . - - I -1-1. - , I I '� 14 1 -I . 11, I- n', i � , _� .1 J51_11111*�Wli c9l" t .�, x �, � , / :�., " "'. ., I " � I . Z z I I I - 8. _17- � I`- - � - F" " , : � , � _r � 1� i . I . I I - .1 .4 .� I - �, I., , 1 ,�6 �; � .. � � -71 . i ". - . 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EA a I I I I _� __ ,___ _ "__ L .11 . -1 - I __ - , _1 , r '.1 ____ - I __ I - I I, - __ i`____1__ --l- 'ri � 0 M I � � I � fir-SSEARxUarr- ill 1' M`_ ; � -1/ -20.2' So 1 P, IT-Sr-PARARD.- - %. m4T# X10 GLASS UMEISCREW OF I I I, R 70 CLASS, L I 50% � L 1 �/4*0-20,2' or TL. 9 I i I C, Li4latUMBSCREW I 0 I II � - , 7- . I , - ly`-� "' � ,��:,� ',` �� F_,-__ I I ; � ,��:� � ,��:� � ,��:� � ,��:� � , - � �� _,��:� I I i , ;�T�:� ." F,_ , , 1, - I : - i I I - - 4 _111 , 1160t - � _. -.-- -_ :: -,�, ... I I __ 1'� , � ED .,`11,V,_ - I t �_ I I I - I , "I 11 - I & � �,_`;. - I I i I � , - -, 7 ; v - '. j.... ��, �'�' � I -I- - ! - , ��,I 1�ir I I . � � � , � i � � , 1- (7�1 __ � - I - � I t , 1 & "" I � , ... /2 , I .I: t�� L 1-11 ,�", - �� 1 �11' 1 i� 1,14TO TAPICON ANCHOR , I : I (t, I I � " � , , , - : �, �_T;. a 1�' O.C. � ; :, I � 11 ` , � I � � I t/4-0 TAPCON � ...... I � ' ' i, � 2";I,., WOW WOUR -C , ANCAOR 0 *- oc, , - � C0511 --'----'I _f - PLATE � � R �� , ITi i' I ' 'ON, 0 � �� . � � - .� i , , CONCRETE 80009 I ____ _ j'I%, __t ___1'i_1L.J REDUIRED REDUTRIED, I WALL MOLIKUH0 OUKING 5EUION Ul AMAYE EZ I W SCALE 318=71" SCALE 3/8-1* "Art-ou'll"', I . ve ol!;�.,�:!. , * IV ik . ** -*, �". ,Nr, 0 `*%.. -r� . ______ --- 'i . . - FLORIDA BUILDING CODE (Non High Velocity H. (com, Zone) Noma; MIN. PANEL LENGTH JF I : t: .ZoO lttzit� � 1`1 - I El.441 - � . 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION APE ONLY VALID FOR MAX. A.S.D_ DESIGN SHALL BE 2'-6" = * �*= =*: , STA * � - - / DRAWN AT __ PRFSSUTRE RATING +/- 40.0 RS,f AND 8'-D" MAX Z T�_ 0�0 " X"" 1� ��-,. STATF 4 t-_ ��- / 11LIEC0111,14 PANEL LIEMGIH. , , \ GLOBAL PROTECTION PRODEUCTS, LLC. � I r7*T HIRAI I. 11�raKr` , " __ , 11�,, k) Zo ,� 0��If, 2, FOR NEW WOOD FRAME CONSTRUCTIOM WOOD . , ,� ,V- 2,P,Z41;` nue m9w & IDAH"ImARA) COUPAN" - P. -.-4��tz -. - 0,14. It ITI, -,IN 4 , .5 , MEMBEIRS TO BE SOUTHERN PINE No 2T W/ SPECIFIC , - - T9.)W&tN FAX IWATMP"i., 20-175 I ,_ * �u, t - .ZF "40 � DENS" OF 0,55 OR EQLAk_ - . - I - f-I .,b- I - �� � III, CA-WOP11 211:1'.�--, IAEID-FE f WXL`T* , 'W7 . - C , __ J!n .! I om, 'a . A, �__ I --------- ..---,---- -____ ama,w A.1L____ It I - ALL AMERICAN SHUTTERS AND GLASS '% 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � I _;�) WIDTH UNLIMITED - WERP, TO PANELSRAN)_ TOP MOUNT (CONN TYP. TYPE AS REQ'D) SECTION OPTIONAL 4`20 ST1kH �II, BOLT$ WITH WA,SH ERIED WINEUNUTS FASTENED Q 7- I � 10F OVERTAI 0 AUDSPAN (DSE " , ," APPROPRIATE SPANTABLE) g B,t , I �, T �', X . .0 I L,` � � . - ., ____ P1_ANVIELY '<!:9 ., . V i � - F , I I I - g ' . . � E "d_%, � ?� to III 10 I __ -f' L-11111111111111111 I ; ;_ BOTTOM MOLI:J I- �, ,I IGONN TYPE A REQ`0) ' MAYBE AT 1��o' - (1) TYPICAL VERTICAL MOU'N'QTrT'E'L \,,V N T E,, ELEVATION TOP MOUNT I.Tro, rco N ry, _\ ABOVE - A5 FLEQI�I ,g�A� , I I ILICTTON I, 50TTOM N tt� �s V, - rMtCGOUNPITTYPE . AS REQD) I 9 / ' i LI �t H . . , �<�n - . - =—OBSTRUCTION �-� .- , I I (L=TYGN MAY VARYl I 1: I I- Y 2 �k e' � L I I 1 1 I - BOTTOM MOUNT �CQNN - -/ I-aX - t' &; '. '� TY PC As RzCrD � .N'3T1J1TloN1 � IIANELS M1,1Y 1,11E - Ill EICI ATEU.1,71�1 CAPTIO AL Y�'-20 STITCH . p , NOFIC IN B. Y pRI IAI C. No BOLTS WITH WA$HERED NCHORSAREU5iEDWHICIHSAT ry WINIGNUTS F*TEiNED 4 SPANS ABOVE& BELOWOBSTRUCITSION � OVERLAPS 9 MIDSPAN (USE 4PPRQPRATE SPAN TABLE) VERTICAL MOUNT ELEVATION T"N (NOTCHED PANELS) /_2 ""Li NJS ELEVATIQ14 - ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS I IM I 1'1I'1�1U 11 1; 0 P M."A 11 I I - � E PA 9 A I to N F 4 0 M RA5 � .1 I " I rr�, It, 4 & USEN THAI FACIOTIF5 i - ,-- -, , . I , 11I11:UA" � ' � al Ir ALI'.., I INIIALIAII.N11.1 INSTAUTA SGITIATEP TION I ,itS6 - � ,I -AN it � i,, I ,IAR t4rABQVF GRADE ?HAN FWAKOTTGRACk I � r I I__ - - __�_ - � i_,!t1_:__.L3QU' ...... _. I - __ . � - - _ - � � - I- � � _.- � __ - __ 71611, 130 O �n :1 7 __ ,_..SDT�o,__________ I 6"Al. I ---,-- - � 2A6hi --!-IS I I - - - i - ��Ao [ k1c __ 1- foi, I 1 - 2:Rt,_______,__, I- - _ _ 11 * '145, 1 L12,_'_1 - _,,m�l - _____ - , --it ------ , - ,_ 16 i �1,50 ; iI 00 I'm I - �;, I , 6 � I i_-�S& ! It'6 6 III 6 qitw ?,1AIq____.,. -(-iST -- * ii-i" - I-T-.- . - , � 6 OR ... - __1 ... I—- _ 611 ... ,- I - 2 S, "' ____. _ � ------ I-.--- a 7�1 ... . i V 65 � $98'. I_- ___ � __ I-. -Oro I 3-6,..-�--s",16i-,.,---.----,-----��-9l'-I-�--- : _;I7T_ _1_T7oIW___f I � 613. �98_1�____ �TPAN 5LI11:1)ULL NL) I tb: 1, CMTEA SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 9 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABI E STORM PANH SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH PL67ME LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LCLAO5� 2 "PANEL FA5TENERS' ARE STUDS USED IN CONJUNCTION WETH ALL. MOUNTING EXTRUSIONS (�V TRACK I $TUODEOANrLE,ETC,�. USE6.2E OC, PANEL FASIENER SPACING TABLE VALUES FOP ALL 'N"- AND ,U,_HEADERS (INCLUDING BUILD OUT CONDITIONS), 3 LINEAR INTERPOLATION BETWEEN LOADS IS AC�IEPTASUF� OTHERWISE USE NEXT HIGHER LOAD. . GLASS SEPARATION NOTES: I E14TER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPE14ING TO BE PROTECTED 2. S�,FUEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY I NTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER L�ADPFCAA re T '. STA.LLA,IONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND 70NES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPAAATION FROM FREE � PRO-,cCTE:DOPEnING IS REQUIRED. � ' � - � - MAXIMUM ALLOWABLE , ,'I . � ,,L4 __,U�. DESIGN PRESSURES: , , � �.d . - ... '� - "� rAS NOTED IN DESIGN DESIGN NOTES: L_ SCHEDULES � POSETWE AND NEGATIVE DE51GN PRESSURIES,CALCULATED F0 NE R USE WITH THIS SISTEM SHALL BE DETERMI ED PER SEPARATE ENGINEERING IN fCORDANCE WITH THE 0"" � - DETI!R"M�NNE':3.'i'�)L'k'6�p'Q'R�Q�1,UM'I"E NRHIE'�CSTAWCH A F I ER 1609 OF THE FLORIDA BUILDING CODE-6HALL BE LESS THAN OR EVAL TO THEFOSE TIVE DESIGN ,RES AUIVE DR. MEGA - WAOffTVA LIES LISTED HEREIN FOP, ANY "RE ASSEMBLY AS SHOWN. GENERAL NOTES: VISIT s,M , , - - ' "I"'I Fl� 11_1,Aj.,�'-� , " I'- , ", � " ,.,_ " � . �41 ,�- ' - _T'.ENEE - �-g�E__ H., __ . MINIMUM ALLOWABLE SPAN SCHEDULE @������ TOP MOUNT Z i � 54 3.2 A S . �' 1 A b , . - ,,t I A-, E S! 4 - A - � a I I, -9 9 i 'O i � I "' , 9 I .S I i - "_I! li a � - 9 �1 I a g - E, . i � *H' HAXd., Orl_ I 9' 2- 2� 25T _2__. 21 01' U* ?3- 29" Bulia-l'u, Head., a' 0, 0, 2-1, 24' 25, 22- 21 T 2C 2r 26- - Z 2,5 A 'U, H-du a" , U, Ir �� 2,C' 2T 1�- �Pr a 2 23- 2T = 2,5 Ir SUO A,tfe 27' 23" ZY I I` 3(r Si- iV` 30' 2T 3Cr It" 33- 0 BVA&,,d "r 1,60 2A" ZA' 24' 3W AV 60' 29' .r 24" AF Yr ST' - - W "r Ii.a - ZV 2ff' 25- 3T- SM I V- 5wr M, W W lii a 0 Si 8tQL, LN44 M.") �� _2E� It- ,It 20 11' _ffl 31' REIlg M.um 1 2 1 " 4" 1 i�; 1 iHiitl ' 2V Aff- _2;� 2 24" ,� As" 30" IZr' TW V' 2-r ?3! _�L ia 5T _M sm �na i'00 M-1) I zz- � 2F �1 I tt' ;0' , �41, o, I I, - "I 2T _3F _ _ ._ I ,,, 53F 1 1�13` I W, I "" F .1 TZIWI�171ti� .... �"�"I"�:"-"".�1!17�l;"Zl�,;�1-1-11���'�14-C�a,�;171IN",".,�.1111.1�,�,�11)"'I �_IIFIIAAII I NO EISOPAIMIA ItAI04 G-1', If, tIV44IOD ,I.III �Ah. lk.n IS 6.0- IMMIF 1.1 Nor. Ito,, RISF"r -0,`Im_Pc.rR.`IQ.AaT,VA, I �,�c,.,t,ml.fQ.,��.-",Lo�,-,,,,o,,�st"FA.E.�N� WStL',tL0,_.T,.F_, ��.P,,KIMIIINA�1,11!.Illl�IIW�C,l�tltl��lll,.�l���t��E�-IMI�.t)�11-1,5-1,1�19A161AII I � -1�l-�Wlll���'O.11111.-.ZT-�151..I��i.1'1.-.,.W"�.11.�..II �.",IEAT- " I., 5 IF 6 411 011 � -.1�.,���N�,�l.i��,,�)II.C��,�-�t�,,�,"��.��."��o��""�-u�,.-: pl��,�lnl-."��ll,�,.",-,.,.,k,"",���,111�-.,.,-Il�TIF�-�M�I.W��� � 0 , RIOR FASTENING DETAIL I N,T�S. ) /�, I A,". INST0I1111 i--,21-1 '1�2.11.ZW,`_,'� 4�2 1 III, F "A . ...... K.%t �YIt.%U11"1V`f.I1I-aNt1` r-11, _�5111la ""'" I S'.1, I&, w-se, li-INI'T o I��, ,,�� %. I,_ -,It- AO-H-II, P. t I I P L. 11� 11 MIWI� ,I -1,; I � A011 110.1 �c"111. 111.5 . I �� I il L_1TZ'-'�'Q`1'1,' ""'C"", - 7!_"T_R_ t�,;Z_ I �v . �'. A ; - " - - .,�q A C, . d 3:� IR , ., I 10 Cr I 0 n 0 E �Z4 . � . 3 2 � I, IL ,� 2 X P R .1.11 _J _J -E gh 1 i 9 I � . 77-171.7"', -,��`�, I I li,t -: � , , - . � "' I 1 I I t - ,�I,, I �� ,;L,5�� � � 4tm _Jfi - _�, 0 �=16. ��' I � I , �'.U,Kia � , -1 ,qwa�., �' IOL I- 1, .0M ,i� ',_�Ba,94 , 1. I ", t;F11 . ;-, ,T, - 0 i = 11 < . . _, � A Al � 12 0 II,I UJ § B_ g 1,t!J < 1=;g�0.8 f- , .21. S - I ,- .-, ,E 'I = a fl:- f, . r, U11-0 SH ZIM T - ; 5 �, i 19 3� 8 ct R UJI GO X It, i:_A5,tAq. 1 . I - //?11-11 X I-Ar 11. . 00"W"RINUISIN.M. I..", �Iz ` � � 11'��, 1, ��, � I,- I -.1-j- 7JF_ ,- Z�4", -31543 ,Ln:-_, - � ZL'J� i47 ��-A 20 ,--- --l.-F.- ��, FOR-I'A'.13 QPTIONt EGRESS PANEL DETAIL � 5 "'T" M , ,I., 1AST'NFN. 66 I -III-a (1) (1) c- I c/) -00 (1) .+-, -0 > = =3 (1) 0 -4.- " L_ _0 (D 0- = 0 (1) CL 0 L_ = M 70 a- . -I--- a) a) CM 0 A, C/) -L- CV2 a) -o 0 VQ -0 -0 C= " = 2 �2 - = ,a) 0 W111 = t_- 0 - C3 = C: - LL - � -02 Co 0 -4i.- I,- M cl) 16 _J > LLJ (D 0 > C2 = .--:5 C= . _ 11110 U =_;9 III.- - CDL = (O �9;� 0) ,2 Co C1 Z .-; = - C3- C- co = W < .!2 cc I= - iII- -0 . - U) " ,A-,,9-% I X - C-4 iz - 3: 2 a) a, = :5 a, . > E = = _= = W (J = .:c to CD " F , � A . T .0 ie. U W - W V=c = L 5. = .= >1 In CL _= = E 2 0 0- W - 12 4 Z Z W I MJ - 11S: � I . -, , . , - - 1 ,,�7� -'It- , .. t-2.250" � 29 a 2 50" -I 1�� I r. .1 I - 0060" . -a 4�.'��' ' ' '�"` �- S � 2 50 7 0,75DI" _ I" K ,� 22P - . I � 11, - -0,094] , �i , ,JL7 J I ,� 'IE �P � ]��__r 62 �,t I I N .T_ �I �klz!511 _ , D 125" , - � 1, I c, �R' OOL I �, TYR - I I � � .1 " " --i 18 GA , � , A IS ,P _,_ 711 - - -i ', 1. J , j, , �, � - -03 09,11, .0 , � V.12VO 1094" ;1 F4 T AER ' L 96 . i .0 I I 1 062 i,� �,J-I.e to - 1,931. r ,,,,, - _�-,�, - , ,4%2,� - _� L_ _� T-,�', ��5� 'j��F�Eai ,I I - teaCI' , - 01 � 013751IJ - , D.11 I- I � , I, . I 9 - 6�2 - -� - � �_ ,X a - 1135 - 030" ;.Go _ I,`G , 250 2GOW I- --� 2DI - i�p I , L W � R 4.12 \ 1,18011 OY g BUILD -OUT 'Lr' HEADEAT Iiv�, " ,i ,,I �. -1. � " � VH� H-F_AD-R (D4-�-"'E &Lt�L� I,— IF I -1 5 I I,I I �E . . - 3.380" MAX ` I ., T I� �I,�,,N�A B L 0 4 ] 0 � , ,; � .4; . I �___I,SLD�IL560"` IS60" '5101, O.i g".:. ;'fi; , 0,375-71 ' ,3�"�' �;11 L��11115'11 r 0 � �'§ i,;., D 350" 1 117" R� 1,19, I , . � I __ - L I . 0. - I -14,811" PAREILEFIGITA I,D a - ,I 77T ! - - � I oz_Lli;_� .4 _ _� I - -Z , "386 02 11`�'1_1- I 12.5007P"ANEL COVERAG 11� '1'1__� k � -�51Y A, I � 6 � ;Z �-_ ��;TTT Ca,E:TTON 0 S�S,.,T�J 0 �,50" - __, So . � _� IT.. _ 0 1� T- � ,),090.. _ acgor ' " C�� I , T.-IAM. no 131'-J]o JOS.J (I I - TYP I _��_ TYP _f� ,cG4Zo,'.d'1J=I 9.2 S '215 . IT I @) GULD-OUT *r TIACX &=LIL a 10.7 0 0 'a 'N 4' 0 " L - TYF'- TRACK A, W07 AlUff a,.,,, - I 0 3!% a -F- MIX WN I = �� �Zt � 1� . U i 0376,:q T.1;5� 0 � 1A1._-.I_,1 0-t90 L � �� -F nttlT I ) F Z I -- ,�:,,�,, a < -. � . k I . _P /-!"I", I 11 . . 7T_J LEG ."I m � - !Q . I . Ee ; �_ - - 290. CIA �i , , =' 2 , " ] '] '0'1'1 144' , ,� S _ U _ , ZG4 � 4,� 9�, - S2 :=::�J 1 toS� 1 t" "�� It D � I r t_�o GE, = 06Z 'S, ::t 0 - E, , � - I .... E� 1' 0. - �Lll I "s X2 11�_� -.' ,_�� �'QVIRAG 'LL..T, - __ -"' ` T I / -I'-'- P i =- DIRCCT, I - i Pi VI 0 p �� � IL _3,ocoL. ; F�FIIT IL L' JJ � _ I L I . 11 � �Ii , - _�_0423' 3=6 - g A, I 4 , , "�,,, " -. ��z` 11 '1' ANGLE -I&' K fEXTENUIBY zr �� `_�,��,t.,�" I I 9 'I � Z I �_"" � 8 i P ODG- " _ i I ,I M.,, _ ____.At__ ;'I',,, ': = : ] LEDO' - � 11� c �, I- - !`001 �4sr G�G`TEF ull . I'Lz"It-1:111 �111111111AII ig O� � H, , - OVERLAP I _\ /__ 2S` MAX, _z %�:r � � � - Ii . I 11 41, MAY COAHERCLOSURE DETAIL I ,/ ,I, , i 0-IREt"I't �I, ,,t: 1! :: :: m 11 -I 11 12SI, M01 . 0 4 ��:` I � MAX. 1._`I,_ I I 0 / 1_�_, IN-1 1-N\? IX � F-I .2-111"..z. F__ I _� - - "" UJ 9 . I, BUILD -OUT V-`,'7` _' n ' ' " 5e -.I 1� :, D19TANCE I "�,% " _` , __t IV �r �, `T, m I :_ I � � .111, . .. I � ,,-.,I,.,, -I _J - I LP I I - ", 1, �(__ IOODII _J � -'-, I., 1-11- I- It, - - - -1 LIFT, I I , 1, ` I L -, - "' I ' -11, '' __ " I L"� F` - - ,,, EMBED . - - "'.. �= LQ-11111 111, 1- I,Z__111,'_`�.�:, , L I , , "' �,' __- i,z , Z1�1I;._: _� �, I . 1.0DW - F��t,I I- ` - =-;��F� � 9 u i i , I � OVERLAP 392D' "" ' I I A .,I,- L ,�� � L I I _1 - I I I . �1- I MAX I . - " ��` %" L I I , MAX �1!1711s,_11111 "I'll ,:'. � �, ,E . , I _.1-1=1 t It. , - I .1. - I . _1 �:�,�,, I" - .,L:_\_� _111 �_...�._ -1.500 haml 1 ...., 1.5001 1. U110 I I !( N, .. ., , ]'I I " '-"�-,�'llf-�,'�.:��-l""Ill'I I I , MIN �- "t"'I 1-1 & -1--!, " I ow ,5 A�I=11 -I,,,,,-- 't..:-1-11-�1- - 1*11. I I it I . "Al CORN ER TtLOSLATIF U�.L 1'1_5 .1"I" I 1,..�,!IILYI� - a -FrIam I , - _,-�;�-,,,,-, I ff F .0 11 L-TT"I . r, '11, -1.1.11 � RMD,NTCL%UtTDIFTA[L &: , i � a ILA, - I -, - , , " rJ T I IN I I 00 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANELFASTE IERS 9 12,5 0 C � - . . 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I e D, - .., tia.. 51 �o G, , I - V. tal. L2.5' 360 1r.O" 7.5' ILP 16,0" L4.7" 6,11" 2,5" 16.0' 143' 6.0' . " 5" 16 .1' IS." 16 Y� 14,7" .. tI' 6.0" 1I.5' IZ+5" 1. 0" i6o" 14�7" E.Q' 14 7" 5,G" LZ S" 12.5" I-" :I4.7" . E" 15-rr' 14 7" 6o" �. .14, i, UI, cl-VIED 33 .a CREW 41 4 pambZ-110- - 72 14" ,IL-114- ITIFTE, 4it TAP .m` 'CrAs, 41 * .... 0000OWW 40 Sa 1. L2�5' 16.0' i6L" LAIL' 1Z.F 15.0' U.:L' 7,0' 12IF 16,0" 10.8' 6,2" LZIFF 26.0" 14,1" 8.1" IZ.9 I&A" 9.7` 5-6" 12.5" 126�0` 9.7" 5&- I2,5" IrS.- I2151 L2.5I 0 - A Ul -,I'. I&O-1 e`5�, re�o 16.0 - e, �I S�wL - � ,� ", li�.5-, . �e III t6o, - - A, I,, I ,II 9�6�, 5.6'.1- ,., ,,, 12.5-I ,..a,. 9� " 50, ,_ It .1.. 11.1 I6�0 !a.6. S6.'I 6 a- 133 125 1 10 9 3" I? ' ' B. " . _!L2L 1.45" IGO' ILA" 1.2. 51, t6FQI1 9 � 2 f- "'a" AT' ' 12.5" m9l. 16.0" 10,5" 1E'.` . LI 11s, "�, Is .:: 9 1 F) 1�: 2 51 2'S. 6 I. ,�I:: r I �D.' t, 11 ""' , �11.- EN50. 33 X .. ..... 4, I', ,'All 41 " "SrIMc 4$ * *= - 7� E§- mu, 8.v, I 2. T F T5-,S I 6a'. 511" 1 12.5.' 13.G. 5.3'. 4'5�' mo- ID" 12,�-� �Z.51 F--w,i 4 zr�� LZA - Aar- 4.1" _lLfL 12,5t' 15,4" 5,9" 6,25" 1,L]t 1 4J' 4,0" 1 6.25' 12.3" 4.7" 4X" 1L�SL 14.2!. S�511 e25" 123"14.7" 40"I 62�" 12.3" 4.7- '� A 25�� 1� �' 4 7I' S25- I � I"' A 7-� ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TDALL PRODUCTS L-EFITIFIED HEREIN, BUT ONLY PrIMIDES MAXIMUM ALLOWABLE ANCHOR SPACING, 14AXI MUM ALLOWABLE SPANS AND PRESSU RES INDICATED 1 N SPAN SCHEDULE SHALL APPLY, 2 ENFERANCHORSOTHEEFULE BASIEDON PANEL FA57ENER SPACING, 7HE EXISTING STRUC7FURE MATERIAL,15 ANCHOR TYPE. SEL-ECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPANLS BLECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION tSEE MOUNTING DETAILS ON 1 "PANEL FASTENERS' ARE STUDS USED IN COWUNC"ON WITH ALL MOUNTING EXTRUSIONS ("' --TFLACX, STUDDED ANGLE, ETC I USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL "H" � AND 'U'-HEADERS (INCLUDI Nr sufLDoLrT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAI-TURERS'RECOMMENDI 5 . HOLLOW BLOCK HOST $TRUCTVRE SHALL CONFORM TO ASTM C90 BLOCK. 6 MiNtIMUN ETIVIDMENT SHALL BE AS,NOTED IN ANCHOR SCHEDULE. ? MINIMUM EMBEDMENT AND EDGE DISTA14CE EXCLUDES STUCCO, FOAM, BRICY', ANO OTHERWALL FINISHES WALL FINISHES SHALL BE LrMITEDTO L/4" MAX-Ok SHALL BE YERIFT50 BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a. CONCRETE ANCHORS NOTED HEREIN BHA ILL BE EMBEDDED TO UN�CRACKED CONCRETE ONLY, 9. WHERE EXISTINGSTRUCTURELSWOOD FRAMING, EXIST114G CONDITIONS MAY VARY� FEELD VIR""; HAT FASTENERS ARE INTO A DPQk)ATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING I. 11 ODD 13 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 11) IN HERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER, OF NOMINAL 2" X 4II � MIU) WOOD STUD (Y4� EDGE DISTANCE 15 ACCEPTABLE FOP, WCOD FRAM ING). WOOD STUD SHALL BE'-.OUrHERN PINE" G=0,55 ORGRFATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD I. L REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS SOLID SET & BRASS BUSHING L2. MACHINE SCREWS SHALL HAVE 112" MIAUMJM ENGAGEMENT OF THREA DS INTO THE BASE ANCHOR AND MAY HAVE ETTHER A PAN HnTRJJSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) 0 N.0 13. MINUMVM EMBEDMENT AND EDGED ST NCE EXCUJDES STUCCO OFLOTHER WALL FINISHES. 14 M DESI NATES ANCHOR CONDUTIONS 1 L6 LJAIEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET if�) (2�= __ __ ,,,7�,,�,,�,-�-,,,���,,-,-,�,,�-,,-�,,�,,-,--'I "�� ... , , I .1 , - r _� - - 47�, , . 7,�111� 1� �. � �Drq I F, � ,� , WM 6R .1 II-9. �'; �!; 4 I; I I -W , 99 I 1 4 Oluu � 90 - , -,-- 2 i., I 1,; ., I ,,� 5 i .- III � IS - 11 I ��' . - 0 121 ,- t '� 0 - .0 . Z I < 9 ::; x � * Tg�,, � It Lue, I Q� �jgA� 'M =Oil' �.�, 0 Ln . � �.� i- b I pn t � I L) b - , n J2 � LLJ cc X: III. gi 9 Cn_iI,., " a) 0) a) = -#--a 1--a U) =3 co 0 L_ U) CL CL < a) _+0 0 C =3 -0 (so L_ 0 0- 0 a)M L. CIO") CU L. M =3 LU :E Z Z < , __J a_ SHEET NO. SH 1 .5_