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HomeMy WebLinkAbout36351 Well Hill WayABBREVIATIONS 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 Flr. 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 REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Altemate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, 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 SD or SD. Smoke Detector BP 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 Clg. 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 KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar 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 LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.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 Mfr. 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 MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.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 W or w 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 WIC 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 HDR or WDW. 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 Plt. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATES 06/01/18 4.1 REVISED SGD, LANAI & WINDOWS A T r% r A PY 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE 7 -- — — ,I _T -1 f _J, I - U F] F/71 1111 In 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL 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 SH1.5 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/Engineer 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, omissions,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 FOR 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 FOR 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. c.t aV r cr N ra . = • N S� r=. N N UJ .q N 61 U y L Co c� � T � fl' E CR o a v ? cwy 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 Engineers signature and seal. e� N E S N a 8 O :3 LL u � z _ � 6 � o o 13 a Mu_ aWZ L C. p O 0 y rr O '� N (O W J Q W c�n�QrjO1 ¢J 0 z N co Z O IL ;n F=- OU ❑❑❑ Z z N z � 19 Z n cl- U) - V) � a � o 1� l T W N U O w 9 Ul Ly N cJ 1 U) CO u L J E J l L U C ®� � Y 0 w M o p E V wz ao oa M� - <a Uo V 0� Z Q wg � C <o �a �� oLL Z m °J J m= aZ ¢ z T � aka° LL aw � WMi ¢ K az t3 Mill c7 v 0, 00 a F 3 0 C O i i > LJ7 O m 0 00 c� oco 0 Q � m N ' — L.n r O LID r Q co N T m c0 y' M M M o Z cc Z :300 N L0 E Q y a o 4i U J Q p JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. C S �. 0. BATH MIRROR 0. BATH BATHROOM 2 KITCHEN 0 M o 60 CV 0 M VARIES PER FLR. PLAN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION U.N.O. ON PLANS GUIDELINES TO BE FOLLOWED VARIES, 2" LESS THAN CABINETS BELOW l MiRROR l SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES ROD Z SINGLE 24" TOWEL BAR TOWEL BAR IN a ROD w ON WALL ABOVE TUB OR SHWR. Ir TOILET TOWEL BAR -$� a > ON BATHROOM WALL ~ b SHWR. o . MEDICINE i - VALVES w o CABINET TOILET _ OP SOAP PAPER ° DISH U I HOLDER o 0 Z Q ct -�O' a a O J V p h FIN. FLRE U .1 BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY TYPICAL HEADER HGT. in KITCHEN KITCHEN 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 FINISHED CABINETS 0 COUNTER TOP 30" H BASE o D 60 CABINETS60 o m O 2x > �? 09 FRAMING o 0 - 112" GYP N N V c? BOARD RN.FLR. FIN. FLR. x L SHELVING ISLAND COUNTER CABINET BLOCKING 1'-8" 10'-0" 1'-4" T-4" ■ •-------------- • ■ •, LANAI 1. 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I O I HB I 6068 SGD I BRKFST. 8'-8" FLAT CLG. TI LE • 13'-4" l'-4"X1'4' "L" SHAPE CMU COLUMN 10'-4" J TYP. @ S6 2-STORY O 35 SH • • DINING 8'-8" FLAT CLG. CARPET -v I ALT I AC PAD I I I I� I� _JI L - - - - - • rU') • = 2068 6 BF N 1 J ss �I TYP. @ N '-0' 1 6-6" o 2-STORY • O z o El i GREAT RM ■ 1 O o 3 ^ O 8'-8" FLAT CLG. CARPET Z M II KIT. U) II II 8' 8" FLAT CLG. R TILE ■ I LL I ■ ' PLUMBING LINE I I -0" 3' 0" 8'-4" 2'-4" 4'-4" TO SECOND FLOOR I I I L?() 1/2 WALL 3 2x4 #2 SPF = ALL I I MSTUDS W/ (3) OR RAILING i Q�) o I I 16d NAILS AT PER SPECS N • o 2 BASE FLOOR G.T. - ------ I I I III I I I I I U) D 2668 ' BF I AcoW I I I I I I" I I I I I I I I I UP �'� I p ■ 8'-8" FLAT CLG. �� TILE 116115 11 1�12 11 I I I III I I I I OPEN 1 18 171 II6 15 I I 1- I TO ABV. S3 SHEAR WALL r4-5 FLOOR G.T. (3) 2x4 #2 SPFE ■ GE OF SLAB 2" STUDS W/ USP wW H B YOND WALL HTT16 @ BASE 6' 4" '" T-Y 7'-0" 2 0 IX BUILDER TO PROVIDE Q FOYER � o ■ APPLIANCE PROTECTION S4 Q UO C WHEN REQUIRED PER FBC S3 8'-8" FLAT CLG. TILE m H1 p z W/ USP L TA18 STRAPS ■ ■ ■ ■ a_ (CENTER U D) EACH SIDE OF I I J Q WALL TO FLOOR TRUSS oo D I I O S6 v ABOVE 16" O.C. W CD I I N TYP.@ 2-STORY ■ �w w GARAGE m I > W 8'-8" FLAT CLG. A.F.F. Z 0IrLU I I "~' ■ ENTRY ' ' BC O Q _J I I 8'-8" FLAT CLG I I Z 3: UL AFF I I oA -------------------------------- II in S3 I I I I I I TYP. @ I I I I SINGLE ■ I FLOOR G.T. I • -------- STORY■ - - - - - - -------- j 8"x16" CMU COLUMN j N I W/ 6"x12" ABOVE I cl) K INTERGRATED INTO I 12"x12" CMU w/ (4) I I #5 VERTICAL HB I S4 TYP. @ WALL W/ (2) #5 GARAGE VERTICAL- ------ - - - - - - - - - - - - - - - - - - - - - - - 16070 OVERHEAD DOOR O 1'-4" L 16-0" 1'-4" 4'-8" '-0" 18'-8" 6'4" 0 OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH ii� 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20X383 181X37y S.H. 14 20 X 50 $ 18 1 X 50 S.H. 15 20X63 182X62 S.H. 16 20X72 181X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X383 26x374 S.H. 1 H4 27 'X 50 a 26 x 50 S.H. 1 H5 27 d X 63 26 X 62 1/2 S.H. 1 H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 a X 26 36 X 25 1/2 S.H. 23 37 J X 38 s 36 z X 37 3/4 S.H. 24 37 a X 50 e 36 2'X 50 S.H. 25 37 a X 63 36 1 X 62 1/2 S.H. 26 37 d X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 521 X 25' S.H. 33 54 X 38 52 z X 37 a S.H. 34 54 X 50 52 21 X 50 S. H. 35 54 X 63 52 z X 62 3 S. H. 36 54 X 72 52 1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN -B SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MEMOSEEMEMEM 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Q ,n; cv cam: C L. to Q 21 C E a Ci U C � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. th W Q v EE S0 co N O N U N O (� p cF .2 ,T., oo (o# LL N H co r- r� u_ Lu ui M C Q_ a Q LL tj C J d Y13 J LL U) Z L E O �. o c) ON O m J Q WW 2 G; a 0 z Z LL N coZ G H a U U Z O ❑❑❑ W 4 N (7 O 7�Q O a M U _ o a--+ <„ U 0 L„ 0 N l ^ ty I t C c� LLJ J �- �� 0LOO S 0 Jc M M J N s4s n f <o o� CU U - c U ¢a W Z o0 5 Z C> L a r a w W m /aJ Q W W :n T 5 � M 7 j r J w W o M <R 70 2 = 03 v ola C:) > Ln J Om 00 Q U) co N m _ L0 (0��7 N if T Q r Q C N r T 00 C0 M o Z m i6 LO Z E (0 m c E O v .� c d U Q 0 JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 1.1 3/4" PLYWOOD DECKING FLOOR SYSTEM T �T CONT. HANDRAIL RETURN TO_ WALL DETAIL A jSCALE: NTS STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 ` 15 36" H. CONT. 14 GRASPABLE 13 o RAILING `M I 12 I ` I I 1 x TR EAD 10 \ ' . \ i �I� (TYP.) 9 8 \ �2 STORAGE 1 oo 1 UNDER 7 `, I - STAIRS 6\ 2x FRAMED WALL 4 �\I 1x RISERS s (TYP.) , 2x FRAMED (3) 2x12 2 1 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = V-0" SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH N v 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 1812 X 251 S.H. 13 20X383 182X37 S.H. 14 20X505 182X50 S.H. 15 20 X 63 1812 X 621 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. iH3 27 1/4 X 38 s 26 x 37 a S.H. 1 H4 27 1 X 50 a 26 x 50 S.H. 1H5 274'X63 26X621/2 S.H. 1 H6 271 X 72 26 X 71 112 S.H. 22 37 J4 X 26 36 2 X 25 1/2 S.H. 23 37 a X 38 g 36 2 X 37 3/4 S.H. 24 37 4 X 50 36 2 X 50 S.H. 25 37 a X 63 36 X 62 1/2 S.H. 26 37 a X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 S.H. 33 54X38g 522X37 S.H. 34 54X50g 522X50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the %M 1/2 WALL OR vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The V1/AL L L E G E N D RAILING PER SPECS rn greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. W = Winders: = (n o (7 � M Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the = TECH CENTER LU N� foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread MASONRY HGT. @ 8'-8" A.F.F. v T-9" 5'-11" 2668 11 '4' D2 depth of not less than 6 inches at any point within the clear width of the stair. H1 �N = _ _ _ _ _ _ _ _ _ _ 2668 O Nosings: TYP. 2x FRAME WALL D2 - �---------- BF ONosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than A &1413 I H1 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 I I I I inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing BEARING WALL DRYER VENT TY �� projection by more than 318 inch within a stairway. THRU SIDE WALL I 5068 BF 1 11 10 9 8 7 6 5 4 108 Handrails: INTERIOR BEARING WALLS NOTED "FLOOR I D. LAU N -�� Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more BEARING ONLY" ARE FLOOR SYSTEM J I C---------- -- ---- p 9 Q 1 8'-0" FLAT CLG o 2652 R&S risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of SUPPORTING ONLY AND REQUIRES NO TILE ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be UPLIFT CONNECTORS TO FLOOR SYSTEM in continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly 3-11" 3-10" - ------x N above the lowest riser] f the flight. Handrail ends shall be returned or shall terminate in newel posts or safety HANSON BOX I W H A\R N terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the AREA TABULATION @ 36" A.F.F. (�- 4068 handrails. 00 a BF Grip -size: �., 5-02' 5'-101, Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater r CD WIRE SHELF 9'-5' N N than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. g FIRST LIVING 728 S.F. a, @ +54" A.F.F. �' j Guards: SECOND LIVING 1036 S.F. 6' Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, TOTAL LIVING 1764 S.F. that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches 3 horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, LANAI 60 S.F. S6 I D2 porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the GARAGE 379 S.F. TYP. I adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have ENTRY iv I N SIM. W/ (1) openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in 62 S.F. U.N.O. 5068 I _G.T. _ i�. _ MSTAM36 diameter. TOTAL SQ. FT. 3 11' 6 BF 2 " 11'-2" STRAPS @ Under -stair protection: 2265 S.F. D2 r I BASE Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and I N S U LAT I 0 N R E Q 1 u) any soffits protected on the enclosed side with 1/2-inch gypsum board. SIM. W/ (1) BEDROOM 3 ;� BEDROOM 2 MSTAM36 8'-0" FLAT CLG. I 8'-0" FLAT CLG. LOCATION R-VALUE / TYPE STRAPS @ CARPET I CARPET EXT CONC WALL R-4.1 HIGH PERM 01, BASE I EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EGRESS* EGRESS* EXT FRAME 2 x 6 R-19 KRAFT FACED I 25 H CONDITIONED CEILING R-30 BLOWN -IN 25 (INSTALL BAFFELS AT EAVE) j © p2)� () 22 39 © j p2 H1 GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) H1 D1 D1 JAMB STUD OVER U) I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 B'-1 n" 5'-1 n" R'_R" F'-R" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms 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 fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. SECOND FLOOR PLAN -B SCALE: Y4"=1'-0" c� .r- as LA- N Q r� N ,E 3 3 �dd� L d C p C .'m T N d A c E fO o a v 0 MHO. .C'J' 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 Engineers signature and seal. W Q EE S O N 8 (o n V wO J co 46 Q J LL ly rL x U Z 13Z �o� 0 o _ j (6N(_O m uu Q LLWoo a,0w U) CV Z 6 QU 2 N Q U (n H O U 110 Z W .Z m 7_ n J� U) N Cl- N z o c �-J 0 emu✓ V 0 w g ��.• U s�g r r U ) 0 M J O 5' Z Z < LL ZO } ry Q O a p @ U z® oa H n7 < 0 �U CO1= o ro pQa< ao pZ ZCO L w� Up w� d J . a Z m 0 oC, Z mCJ J Nm Q� Q� �Z W T > O m oLL a ¢ az h W o_ 5 OM Y d F ZI¢TJ C O ,o i > Ln 0 a� m O 00 CID (.0 � fT C T L.L V / m_ Ln O M CV) O LC) T Q M N r .� T M `% o cc 00 i� LO Z Z E O co m a E U °� v �? Q JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 1.2 — -- - I'=-JL- — - ) -110 60 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5.01 _ T- _r FIBEREGLASS SHINLGE INSTALLED - - -A AS PER MANUFACTURER-T �- r T SPECIFICATIONS �`7_7 HEEL HGT. T.O.P.-- ---___--- - r- - - -- ----- ----- ----------------------- -- -----1- HDR. EXTERIOR PLASTER ON - FRAME me'µ gz i z F_ FLASHING = `' _ 25-SH_ 25-SH 2ND FIN _.Til— FLR T---------- ---- T.O.M. T _ 1 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS ---- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E 1: 7 TEXTURED SOU a �1 711EL\1171 F1 I SSCORED TUCCO TYP. CEMENTITIOUS � FINISH ON71 ElCMU (TYP) III T N � v - fV - FIN FLR - __ ___4�_ :-:-] 12 5.01 FRONT ELEVATION - B 9'-0" RIDGE VENT I-- --- - - - - I 12 12 CJ 25-SH CJ 14.0 4.01 ---------- -- — — — — WEEP CJ/---— — — — — — — — — — — — — — — — — — — — — — — — L _.l_ T -- -------------------------------------------------------- ------------------------- 0o v 25-SH 25-SH R- -- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" 11) DETAIL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. 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 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. 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 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e+� N N 2� o J a r r C ccC-,� 1 - _r" N C tl cl_ I� H Tj N .M CC a Q � f`J > IS w 6U a� c E o t1 rF i v`"raj %..,/ L;; y{f of M�• I \ 1;181ii,t0�i��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q v E O M 8 N_ N�L,C? 0 N # u- N O-0 u- W W Q 13 ui _J 'J v 3 W a a LL LL d Y Z Z Z W L N O r =� o 7'm NO m J Q z Z LLW Go ZO0a N Cl) Z U G H O U ❑�❑ t Z W z N r) 0 8 z N mass z � � a M LL y 4-1 (� l w � a U 0 L ! w o C N „� C6 v W J — E I iry . t ® L Q N I� C w M M v ¢ Z Q m E �o Z a� ca o w0 Z® ❑ a (O F- rq � � wC � o O cc O G a4 d0 U OK 0Z Z ai L03 'D � <a Y �o <� Z in v y0 Z aZ ZZ o< gZ W � C> a N W m p oz 3 o -w as �O v Z< $3 ,o O = ` 'L J O N rn m � w 00 co (0 � 6 co m � N —_ LO O 04 N L0 T Q to r >1 T C'7 f` o m � 00 In Z Z c E O I = a U J Q p � JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS c b — ----------- ----------------------------- - y EXTERIOR PLASTER ON FRAME 25-SH 25-SH CJ 12 FLASHING 14.0 ------------------------------ /// — \--- — ---- 35-SH R... 1-------------------------- LA- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B 9'-0" RIDGE VENT — — — — — — — — EXTERIOR PLASTER ON FRAME 1 H3-SH 24 SH 12 4.01 ----------� CJ FLASHING 12 ------------------------------------------------------- �4.0 -- ----- ----- — NN t-L.M --------------C------------ Tnnn CJ - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 2'-0" 1 H3-SH -----------------------------------------------------------------------------------------------------------1---FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. 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 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. 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 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 CV* N O N J y CS YG ro �. "��.= "I o ro a) CD 3 M v d u Cu N Q-� �o �•`J�SE J s"tY' 4?, OPF'S S I Ott 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. E N N a co N_ 4 C1 V J 0 yin°° "" u. N N N r w � w a a M � rNi oLL a c a Y J LL Z Z c°� p O ca BSc O r m o .- 0 - 7 CV CO m W Q Q IM W C/5 ¢ w of 0 N M Z H A U rVIL ;^ Vim U ❑ I] ❑ W V M � M o z z o Q N U) - M z 0Ln Q� o o 'L 'V9 rc w C o cc'Pt+ U 0 '. o_01M V) c N �N-91 U ai '— J EEo L U ol,, U O Cl-rn ta N M C M J � Z z � l.� p zo yN _� zo a ii E U o� •�'z oa F� O o Uo E �o ~ Z ° < a Z z w° �Z � �� E, Z m � J mZ aZ F� oa Zz 50 W r o m <0 Q0 Z � a aLL z 3 oM �� 'a MJ v 02 3 N O i �L J rn m O 00 CO O ::3Co .^ r U) m N N O) CO > T ci U") T Q CM N T CD M C` o Z m Z � vi In E O V d E U � Q p � JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 2.2 I 1 ' L 1' 11 L.1 I 11 I _ -1 A I 1 11 1 11. 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. 150AI200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC METER II MO ll 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND isconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES. NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL I. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) �JeD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) f USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ■ I I DEDICATED GFI RECEPTACLE FOR MICROWAVE RANGE ■ r HOOD PER SPECS • ■ - LANAT---- I /> I I � I � v GFI ( I I I 3 L GIF v N DEDICATED GFI1 RECEPTACLE FOR MICROWAVE RANGE • � El I I U.C. OUTLET HOOD PER SPECS I Z I KIT. IGF El SWITCH FOR 1.5' VTR 3" VTR ICI, GFI1 DISPOSAL III, I I ILL I I 1 v II I I • 1 1 GFI 1LliI I 4- I I I I 3" VTR III �I/ � I I • r-r SPEC 3 & 4 KITCHEN AC PAD WP DISC. GFI • ■ r -- I \�qp �I ALT I� AC PAD O I I l J BRKFST. I DINING wP-- -� LIGHT AS PER \ �� • SPECS 5-0" OPl to \ — /5'-0j 4111- C\\ LIGHT AS PER SPECS ■ GFf7— PENDANT / LIGHT PER SPECS GREAT RM GFI— C\\ i% U.C. OUTLET ROUGH -IN • 3 El I FOR OPT. v I Z I GF EDI I G I FAN/LIGHT I I I SWITCH FOR I OPT. CLG. FAN/ 1` DISPOSAL I \LIGHT PRE -WIRE II \ GF � / � \ ■ o I I 3 �' M. I M thif CH --- ■ T ■• W.H. R�I L S S I I HI II NII!`__1! I i II Ii /1I — 1 DL i— -------- -- — GFI @ 44" LU FOYER LU A.F.F. ZpoA Uj _j�>°o a I \ (5 • • • ■ X \\ GARAGE WP DB 1}i U LIGHT AS I I w PER SPECS GFI I I >w ■ \ GARAG E � GARAGE ENTRY GFI r--------------------------r----� I II II I I ■ I 'IRRIGATION GFI I I I I • -------- I I • I @ 44" A.F.F. I I I ■ -------- I I I \ � I I I I � I •• -------------------------- -----------------------------� •• COACH LIGHTS OR PREWIRE AS PER SPECS I F —-------------------� I I I I I I I I I I I I I I I I I I I NqlliiS.D. I I \ IOPT. CLG. FAN/ \ LIGHT PRE -WIRE OPT. CLG. FAN/ I I \ G J LIGHT PRE -WIRE BEDROOM 2 BEDROOM 3 I I I I t I I I I I I I I I I I I L------------------------------------ J 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN SCALE: %4'=1'-0" N o v a� =o o L C n> Y-, N m >x Li- d O i fA a N t US Q c7 > E s c CD 3 E TV o CM O CV M LO O 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. W Q O d EE $ N c) ci Y m`��� O a60 7 00 N LL LL M Lu M o a s a v c a Y f0 LL Ll. fn Z J - pkuj1.)0 rnNoMl ��9m Q W� i co -0 ZGw F4N ULL H Z W 7 0 0 2 Zo N z � � Q v1 � o L T' Fj_ n w � g U 0 V) w C o N U) wa ( W J m',,, F — E 11> z Of 4 40 0 o w M M J � Z 4 E LA_ QG = o M <� E V w= z® oa f— O p E <� - OQ �o U oR Z C.0 az aZ W t g Cn <o pr mo op Z co m v J �S aw �go zz W o 3 m p w M mot- oIQ a r 0 3 O > LO J m to 0 00 CID 0 10 � m N Lid ~ o CIO M O LO N O LO T Q M N T i6 M T M o m MM W V) LO Z Z E O N a c°� _j Q o JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 3 IIIIIIIIIIIIIIIa ZONE-2 ATTIC SPACE 60 SQ. FT. o � T I 0" I 4:12 SLOPE 4:12 SLOPE�I CD I I I I I I Lu I 0- 0 U) L 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I I I I I I z Lu 5:12 SLOPE w 5:12 SLOPE �C O I I I I ZONE-3 I I I I ATTIC SPACE I I I 1071 SQ. FT. I I I I I I I I w I to I I w ' J 5:12 SLOPE c I — 1 ZONE-1 w a ATTIC SPACE ° 97 SQ. FT. ATTIC VENTILATION CALCULATIONS — B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED i 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule � Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. i i — Total Ventilation ATTIC SPACE SQ. IN. SQ. FT. Total SQ. SQ. FT. SQ. IN. of Provided b U Y Upper of ventilation of vented IN. of of ventilation to SQ. IN. of be SQ. IN. of Ventilators soffit ventilation vented provided Ventilation Ventilation (See Elev ) required needed required soffit Y PP needed ventilators Main �— Floor 97 (Zone 1) 93 13 47 3 p.0 23 0.0 0.0 0.0 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 (Zone 2) 0.0 Upper —�— 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN—B SCALE: Y4"=1'-0" �a N co N _ z7 F� Sir V_ M c., U d E w cJ C' S Q1 fL C) it � U N T. N G C E Cc C' � U G 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. Nl W E N ai N rn r— r LL W L o a a Q rNi v C @ G ZO O Lo Yy �OOO 7Z N mJ mW Q � °'WwW U)0L'GN LL Z U H z Z O U ❑❑❑ W o � o W `i Ln �r l i W 11 o LL TJ rI w �V 0 N ` v _JAIL o N V) — E S L Qc„ smN C o G m O. o w M J C Z � L.L (n E z o mt. z QI ca E z co_ 'C Z Co do �z a0 cn ` ` o Yon m J s '< W ? g <n a O > m g d w cc M a =1a 0 `O = ` 'LO _J O ca 0 n1 i W Q Y U (n m N _ LO f" O M C') C) 04 O .� N LO T Q T T c CIO CIO m M M vi L0 Z Z E O Nco N E C 0 U J Q 0 J JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �— � Q a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. G I•.•;1 �, • •_ "Alternate: The bars be / I • • reinf. shall cont. around corner by cold • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 25-0" 1'-8" 1. 10'-01, 134" 1'4' 1 7 4' 2'-O" x 2'-0" x V-0" L 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. I-W/ (3) #5's E.W. 1 c r o 00 1 - 9 2'-0" n 1-411 61-8" N -4" I 3'-10" 5'-2" 4'-8" 1 ' 1'-4'1 I I AC PAD I -4" I M I • • • • ■ all i• II • 11^---Z11 II ALT AC PAD II II I PROVIDE: 1-1/2" RECESS J o F R SG DOOR. REFER S6 STORY HVAC CHASE L=== 1 BASED ON TO MASON'S SCOPE LOCATION 11� I F DR WIDTH �I I II I I II I o Ir r b INDICATES FILLED CELL Il j ri W/3000 PSI CONC. GROUT 1 1 r FROM FTR. TO BEAM W/ All C.J. _ _ REBAR_VERT. ABOVE SLJI TYPICAL @ ALL PLACES0o S6I SHOWN HOOKED FTG. zo TYP. @ I DOWELS 17" EMBEDMEN2STORY I — — C) W/ 25" EXT. ABOVE SLAB"GRADE 40 STEEL" I 1 11 I I 1 1 I • I L J —III 11 1 • a V' I I I I a I w OII II 0 I a Y II I II � Z 0 I jIj 3Y2' MIN. 3000 PSI CONC. SLAB I o0 I I I FOR HERNANDO COUNTY ONLY CO CO 3Y2" MIN. 2500 PSI CONC. �(AB OVER 1 C JLJ 6 MIL VISQUEEN VAPOR BARRIER IL 2' 0" 2'- " 5-3" 15'-4" 1 • o Uj � I � PLUMBING LINE TO _ T _ _ _ _�� 0'-0" ELEV. I 1 o SECOND FLOOR -- ----- FIN CONC. SLABI I M • o I I! I - _ 113'-0"x3'-0"XV-0100 o I-0"x2'-0"x1'-0" 1 I M 10'-7 1/2" W/ (3) #5 E.W. 14'-5" 1 I W/ (4) #5 E.W. _ 0 — I ch I I i•%� ------- 00--------------- — I 00 t I I I • -3 1/2" 4" STEP j J 1 C DOWN 'jI S6 M 17'-1 " S3 MIN. 101I 64" 1 TYP. @ 50 K I 2STORY (BUILDER TO PROVIDE I ft t" IAPPLIANCE PROTECTION a I I TOP OF CONC./ I WHEN REQUIRED PER FBC I� o i RECESS FOR FRT. DOOR I C3 � I PRO IDE 1/2" x 91/2" I PAVER TO BE 4" g 4 g 4 I I BELOW FIN. FLR. -v C.J. 4' 1 --+— — — — ---�— — �� — — --t-- • I L N I 1 S3 6 I 1 W^ } O A I 1 O o0 2" I TYP. @ Z CID - S3 1 N 1'44" ENTRY --1 TYP. @ I I 2'-6"x2'-6"x1'-0"j O T SINGLE I W/ (3) #5 E.W. N u` STORY . I I T Z 1 (2) #5 VERTI ALS I CV O H I W/IN FILLED ELL I U)) O I J A I T o N o HB S3 I S3 I in S3 o I L I 3'-0"x5'-0"x101 "0 W/#5@8"O.C. • _ • E.W. 16-8" 18'-8" 25'-0" 6'-4" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 0 to �O 0 O Zo N 0 FOUNDATION PLAN-B SCALE: X"=V-0" era N O N � o a ua o r C ro C-J N .✓ G u_ r1. Q N Y E C, a C � � � T 7 � A E ro o � w J. J 3 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 seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N J 0 7 Cn 0? N LL LL tl) � J v a a Q C', J LL a z z t =(0o oho W. - w o :3 NNCO Q W . m � z W z ILo 0 o N M Z N H 0 U � < ❑CJCJ z W � N o z IR z Q a V) M 0 LL T Ul � W C m U O cN �N �6 c N ~ C J E r 8 of ;I = r y U o C__ `� Q 0co e 0 S ._ ,w M M J o3 h Z a � c' oo a a w z� _ao o to a= O wz Z co � = a° m J mo aw om ao W T D � O a W o= 5 co M v d ila u 3 C c � > LO m c� 00 (0 O O :3 cr co (n m N -__ LO M M O 0) N LO r Q r w T M CM o E 00 vi Lf) Z Z E O m a E U _j v M Q p c _J JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 5 TYP. @ A LOW ROOF Oi OR ERS � __— 1 CJ2G CJ2G D2 i i 2 CJ4G CJ4G D2 2A1 _ GL1 i Vtttt� ttttttttttt� — 1� Ia ►-� two ttt�ttttttttt��u� tttttttt� ►Z. ilk\I�. ��111� i� tttttttt�tttttttt� I•ttttttttt� � ttttttttttt� _• 1 � ■ U.N• — 02 Fa i�■i��w�i ��II��II� r W/ USP LSTA1 STRAPS U—' (CENTERED) EACH SIDE OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. o�a� ►_. i --------------------- o �Li SIM. • CONNECTIONS TYP. U NPO. A SINGLE S3 STORY 2 E S5 SIM. @ CONNECTIONS 00 J L_ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND UPLIFT CONNECTION CROSS-REFERENCE RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) 140.0 MPH CAPACITY CAPACITY WIND SPEED (ALLOWABLE) 108.4 MPH 0 CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS EXPOSURE CATEGORY C A META12 1420 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 1875 (1)PLY WIND AREA (+) VALUE DENOTES PRESSURE 4 12 A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" (SQ FEET) I(-)12:12 -) VALUE DENOTES SUCTION " a=oft B HETA16 1810 1 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e 3r C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" HIP -35.94 -49.57 -49.57 -49.57 1 — —� D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" 1 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE): r G I H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-1 Od ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 --- w/ (12) WS3 WOOD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" 1/2" x 5" TITEN HD ACHOR WEDGE -BOLTS ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I BOLTS ROOF SHEATHING: i O (D J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 SHINGLE: 7/6' EXP. 1 (2%6) or 1Y32" EXP. 1 (33�16) K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS r TILE: t%" EXP. 1 (3y6) L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS NOTE: WOOD SCREWS AND 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YY8' x 0.113") NAILS t — r r HDU4-SDS2.5 w/ (10) 1/4" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED X 2 1/2" SDS WOOD WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �"'I` ft SCREWS & (1) 5/8" ATR 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 M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] WOOD SCREWS AND W/ BLOCKING PER NAILING SCHEDULE. HDU4-SDS2.5 w/ (10) 1/4" 2x STUDS 16" O.C.x 21/2" SDS WOOD @ SCREWS & (1) 5/8" ATR ti W/ SIMPSON SP1 W/ (10) 10d N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d NAILS AT BASE & SIMPSON P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" 2X BLOCKING BETWEEN STUDS R MTS12 990 860 14 - 1Od 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" SDS r^ _--� TO TRUSS W/ (2) 12d TOENAILS WOOD SCREWS AND (1) I ( ^) I EACH END ( BETWEEN TRUSSES 5/8" ATR EPDXIED w/ (2) 12d NAILS TO EACH VERTICAL SIMPSON SET w/ 12" MIN. EMBEDMENT. I I I I LOW ROOF/WALL STUD I I I SHEATHING ATTACHED T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS L __ _ j PER NAILING SCHEDULE ` 2x BASE PLATE W/ (2) 12d SCREWS & (8) 3/8" x 5" 16" O.C. ALONG W/ TITEN HD (2 PLY) OR (52) NAILS @ 16D SINKERS FOR FRAME 2 SIMPSON MTS12 w/ (14) 10d x 1 MP NAILS TO BLOCKING U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C �y BELOW @ 16" O.C. EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS /XYX\ (10) 1/4" x 3" WEDGE- I (2 PLY) OR (28) 16D BOLTS (2 PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME PLYWOOD °X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" FLOORING SP1 555 535 10-10d SPT22 735 8-10d - 1 SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. ** REACTIONS ARE FOR ROOF LOADS ONLY RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) S6 MANUF. SPEC'S FOR 16d NAILS AT EACH END NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 CONNECTIONS TO G.T. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. TYP.No. SECTION BUMP OUT FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" 39 OC FOR CARPET AREA'S SCALE:3/4"=V-0" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS @ 24" O.C. MIN. (2) STRAPS BLOCKING 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV — B SCALE: %4"=1'-0" eh N y 4-3 J u CCL :.n l9 co >. _. LL N CO C=� C O V ai sa. E c y Jn CE o Ei ✓A :S:.O 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. W a E 2 N a N B N 0 In LL ei r/i r-- r- — u_ w ffi a rN �iv�wa a o_ N JLLiL z I^ Zz � z RI C •' 0 _ t 2 O 7 t0 CV (R m U, Q W J m W Z 00 w IL zNco Z < 0 a0 U F=- o d ❑a❑ z 2 W � N O O O z to N w 1-7" M U I Ln z 0 (1) o 4- J cn O W o u • U 0 Q Y N O� co z w M M J y ¢ z Z Z ¢ LL E 0 zo Z, <� a O E V aLL z ?® o� ,p � K¢ az �z OZ z .4..J L w 0O 5 w co r6 ao mo ZcHzC z aw op Z z aU UD 3 Q wLL Y E Z I F o w wa ao v zl< 0 3 >Lo O 0 00 co U) m4-1 N — LO Cfl 04 T c) L / T— LO Q M N T CD 4 M C` o cc WMM iri Lfi Z Z E O E: v m c Il U J Q 0 J JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 6.1 0(2)— TYP. @ HIP CORNERS TYP. U.N.O. — ------------------I I I I I I I TYP. G I U U U G j TYP. 4 I I U.N.O. S5 I I I I L------------------------------------ J ENGINEERED CLADDING WIND AND FOR MEAN ROOFOHEIGHT 5T 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 77GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or 1V32" EXP. 1 (33�16) TILE: 7V32" EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS Z. WHERE THE SHEATHING THICKNESS IS GREATER 1 HAN16/2 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=oft 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 W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY CIT 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 1 112" 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 - 10d x 1 1/2"& 8-1Cd H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 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" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `NSINKERS-&—LUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-1Cd x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV — B SCALE: %4"=1'-0" M CV _O � � y N L7 N .'> E '- c L c a> u Y a � U Qi ram. (n a ra � E o u 0 7e —t; > .. 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. tl� W Q (E d' N � OM 0 (D coo(CD 7-"N*kLLu_ vi UirZ_- -J . ' Q C J L heU cctL Lt_ � Z 13 Z Mcm0o �*';.�� 9 _ o 'ra j N (O m J Q r` z m E Uj Cl) Z O H NLL 0 O U ❑❑❑ Z W CD L�2 Z N (7 o O z W N �0 Q v Q � r M E3 Qj CD o Um 0 �Ln v I w Ly N U) v a W J �Q c N I Q 0 N m C 0 23 w cl7 o Z Z as 141n] a O E E V z® oa �ro f S �a oQ z ro az �z �_ t w o ¢ w (/�no a 00 Z�c m N J om= o a'w <� 8< zz g o W U5 3 O WLLa t m � oLL z r-3 o << ;o M cY old d 031 �O O = ` > Ln J m m 00 c0 CD co =) Q0 s^1 T— 07 0 N — LO I— O M � CO CD M N Ln r Q to r ai C co co o (Ea 00 �i lf) Z Z E O (n (o a E a 16 JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 6.2 I_ I A I I I 1 I I I n i 3 1 3 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .0 Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i FORM do GROUT SOLID N Q �LU rJ U O cy 15 BAR CONT. 8F12-1 B/1 T (0 "V" LINTEL DETAIL SCALE = N.T.S. 6 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY ° d Q w °° ° 8F 16- B/1 T a 00 = � ° ° ia Z ° ° G ° tNOMIALL QUANTITY OFWITH#5 REBAR AT ° O TOP NOMINA ° HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D -1/2" M.U. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- � J � CnU)<w 45 REBAR AT = - VI) w , BOTTOM OF u�j9 w - O0 In LINTEL CAVITY 'W Lu Lu xO BOTTOM uJ O ir U Z REINFORCING Q ¢ C7 z PROVIDED IN Z u o w ,^n LINTEL < a 3: m (VARIES) m R5 w a MATERIALS cTf precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 1-1/2" CLEAR L�J AS IND CABAR TEBOTTOM 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN-B SCALE: X"=1'4' c+7 C-i C= CV s u.i y fV L y .= ro y ti co as CL) c Q T g rY .AIn c E 0 0 0 IZ- TV- 4J an 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 Engineers signature and seal. to W v E S aNt Q O O V N� •t tli cANo a w Q a z JLLui ,3,* (i O z O L (0 V 0 0 a _o[ � OS W co Z us (z (h U O IL w N z U F=- O ❑❑❑ W V M �2 z � M 0 z Q r tN+1 N ? v � o LL 4-1 Cn w � � M U m 0 w g t!) y �U') in ,• U � c W J - E � 8 I >� Z L d °J U .- 0 Q N m 14 421 o CO z w M J o 3 z Q � Lt.. cis 0 ti zo >q a o Ca W oa 0 av �O O �ro aoww O < Z�ro t wo C m� 0. z-6� 3 02 <S T � aw N m a= w 3 = H Illlllllllllltl o M <Q ;o d O- V' �O 0 = >L J O 0 0 00 CO ::3 'O^ T 0' m N = LO ~ O M CO N Ln T LO Q T 6 C A�_ M C\ o m : i) Lf7 Z Z E O N m C U G a J Q J JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 7 I I I III IIIIILI T 1 1II' 1 1 111111 1 I 1 L 1 -A! I I -_- 1 _ 1 II _ I I I. 11 - 1:' 1 r°1 _ I III ; I I 3 J W I i m PO co FD 0 C cnCr 0 cD J 0 cc 0 I rr4 i O Q' rn 19 3 a 0 i a E 0 x `v c c J i a c 0 0 J Lz PM N 0 LO 0 0 0 CL N 0 LO 0 U w 0 m v a� 0 cn 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-COW PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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 T T MM R MORE ABOVE GRADE A ROOF WALKING 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF HE GLASS IS 25 FEE (7620 ) 0 0 , SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C271 C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS Z.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 C DO 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2" 3 4„ CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS Wl (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II 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. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 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", 10d = 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. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign 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 rinkler systems including all risers and heads be installed V-0" building spray shall not within of the side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, shall be made forms. Permanent forms be etc., with permanent metal or plastic must 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 rainf II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overowand mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soildisturbed 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 control company before a certificate of occupancy will be issued. pest 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 = it DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS 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.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +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 PROFESSIONALS' SHOP 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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" 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 %". 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. M 0 N o r $ ° ° x y o CJ y a c", � E t c d M � 3 @ � T � A vs o- c E ra o 0 r,lr A, 6. C ® W �i 0400�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q O N N u V 0 :_oo�,� ; �o N tn04�� w Q 904V w D d Y J U_ LL0_ �z ' z Z 'Fa °' p 0 o ca �_ O 3Nc_D co O J a z W 7' LL co J ju ,n N Z L) 2 M a N U fn F o d OE]D z Z N M - O o 0 Q a E3 n N N M 4-1 C� U O N w o r_ f6 V w � E m C._ , w wm i 0 w M J o' ui ZZ c z o o 0 az a o @ U c, �® oa F- C, o E _< �o gz Z to tp a oz a z c o O =Q o� m� a� Z z m v J N� ¢ '<w zz Z ao f� m LL_ o aF �o M v zl< a = 3 0 c0 0 = > L0 rn m 0 00 co O O :0 Q0 T Cr CU ^<^ 1� U)0 m N _ LO M a� M C:) -� N U") T Q CM T' ai T M C\ o cc 7 tli LO Z Z E O N co c a E U _j Q p JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. S N w I r•n i J CID ED U) 00 0 C> 0 I i G _ V O 1Y N N Ca E rn E 0 N i a. 0 G 0 a� t� N 0 0 6 0- Lo 0 0 W 0 in 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH II II II Il 16GAx1-1\2" LONG (3/4"-1" CROWN) I�11 arSTAPLES @ 6" O.C. VERT BETWEEN MAX l I STUDS (NOTED THUS:—) - OFFSET I I I I STAPLES BETWEEN STUDS AS SHOWN METAL LATH ATTACHMENT DETAIL WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) 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** 10'-01, TANK -LESS W/H CORNER OF I I I HOME H C G GARAGE SIDE O O O 5'-0" < - c� STUB -OUT FOR O 1'-O" oLO o GAS METER - O o CV = • 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" @ 1611 O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM 7� w a STD. 90° CONT. #5 BCONT, #5AR > HOOK :�] !� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'DPLYWOOD FLOOR COLUMN AND y /_ SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI ,ram ----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. } Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location r Series Depth End Intermediate / ✓ ® 9-1 /2 , . 2-8d 2-8d BC15000s 11-7/8" 2-8d 3 8d Clinch nails / - -- 14' 2-8d 5-8d ® 9-1/2" 2-8d 2-8d possible BCI6000s 11-7/8" 2-8d 3-8d p f BCI 6500s®. 14' 2-8d 5-8d 1 web -flange nbackwurin nailing to prevent damage to - - - 6 8d _- Pp 9 9 p 9 16' 2-8d _ �117/8 2-8d 3-8d eb age connection.BCI 60s`v 14 2- 8d I� 5-8d 2) Block solid between joists for full length of span. Tight fit - 16" 2-8d 1 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-Ti 1 3-16d 3-16d 2x4/PlywoodlOSB web stiffener 2" min. I BCI 90s® W 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. -- 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16" 6 16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION topflange ofcuts - Birdsmouthth cuts.. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriateN. details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' + 1/8" gap Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls > Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION @ INT. BRG. WALL (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam IYV I IVLLJ tL/lLr 1 MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: for vertical load transferPlumbing when load bearing - for lateral support when joists1140, meet over wall, or wall stacks directly over wall or 1 beam below Load bearing wall must stack over blocking and wall or beam below.* — -' Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 611 A 1 2" ROUND HOLE MAY 61, 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 1y" Pound 9!-g der n 2 3 4 5 6 7 8 &M 10 11 , 12 13 FCC Side 2 3' 5 6- 8 9 10 Any 16" joist Span (ft) 8 1'-0" 1'-1" 1'-2' 1' 2" 1'-3" V-3" V-T' 1'-11" 2 2'-9 3'-2 3'-T' 12 1'-0" V-1" 1'-2" Ill V-3" V-9' 2'-4" 2'-11" 3'-T' 4'-2" 4'-9" 64' 16 1'-0" V-1" V-2" 1' 2" 1'-T' 2'-6" 3'-2" 3'-10" 4'-9' 5'-T' 6'4" 7-2' 1'2" 1� 2" 2'-0" 34 4' 0" 4' 10" 5'-11" 6'-11" 7'l1" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' 4'-9 5'-10" T 2 8' 4" 9' 6" 10'-0 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger �> % .\ Filler block. Nail with \\ Y� 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. y 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"1 gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -- _ requirements fj /� -0.6 X Joist " j� , depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—� ° a SEE PLAN FOR °• ° . • • FOUNDATION INFO ` STEM FOUNDATION GRADE d a ° a a REINF. SEE PLAN FINISH GRADE I IIZ46 o — A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE , PENETRATION 12" BELOW GRADE d NN I IIII• i PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE r—PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d a a as n as G d I-1 I I-1 I I: a a le, J—III_I1I� �-_III_I a SEE FND. PLN. SIZE & REINF. er7 cV -G; = ;= O- N a2 N Y �j E G ¢ � T E � U T:t -,. 71 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 Q 0 E M 8 N O (0 V C GO *k LL LJL. iii fA fn I'- LL W 13 Q Z �mc �U� a c7 J Z m cY, o o E�ci Ci =3 N CO m Q o��Q m °' °' W Z LLWco a) w � �Z 0 � z ov ❑❑❑ Z W Z N M o g z o Q tN N M z U 0 ! YZ N w 8 Cy N t6 v ai c W J s Y �® U 0 CD x Q ° Q N I� o co Ir w 0! ch g J 3 o z < LL E c z rN a p V sLL z® oa � n7 E <� �a �O � �wZ z o ao N a _< m� o° ma, �m<w 1z 8 GD W 3 o 3 m g � a0 a hz �w a v 0I 0 3 Np J >fln O rn m O L M co .0 COW Y Co U (n m N — L0 O M O � - N LO T Q LO CY) T ui 2l:1 M M o 00 U) LO Z Z E C) d m tl E U � Q p JOB NO : 23-06102 SCALE : AS NOTED SHEET NO. SN 1 3 w I m M co v N 0 co C> 0 J 0 Cp O I N 0 d- v v- 0 a i 0 3 Q r'7 CN d r` 0 0 J i a 0 v 0 J LZ M 0 LO 0 0 0 a_ 0 0 v W Q m 0 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)4111-- WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER t, a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - D7158-CLASS G or H, or ASTM 11-I—I—� I �__� , • I I I 1=1 11=1 I (=) '—i D3161-CLASS F, IN I=J III— — — 12 ACCORDANCE w/ TABLE ' I I=1 I —I I III I TYP.) VARIES Z R905.2.6.1 FLORIDA BUILDING CODE 7TH EDITION (2020) =III III—IIIIII=1 I I=II'11) I I —� L II �' -1 I �, ICI I II I I II �T111 8 -4 RESIDENTIAL II ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 L NOTE:EXTEND MAMA WWF OR ° DECO FINISH 4" to 6" "FIBERMESH" 71 BELOW GRADE CV _ r ° o ° � I - Z � � '° _ _ co - 6 MIL VAPOR o 09 BARRIER —I p r 4 D • • I _ C" COMP. SOIL. ° - (COMPACTED TO 95% MODIFIED PROCTOR T iTf=Tl t= I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. HOOK (SEE U.N.O. 4 „ 1'-8" (2 STORY) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) `SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , `FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES n I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y$' 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. W/ - 2"°x3/16" PLATE WASHER (TYP.) 17' C" A. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 3 1/2" MIN. D 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) '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 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. — EF 1/2"(min.)III —�- 1/2"(min.)1/2"(min.)-4" _ — ��- 31/2"(min.) I I L Tff— I I �` -I 11-1 I f 11Tt 11T--- I L1�-1�T71 (2) #5 CONT. 8 ;r (2) #5 CONT. 4 �T 4 1-4 "'-4' TTT rrr8; U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (cD STEP as SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k C) I SCALE:3/4"=V-0" Go°' ` Ev t c�a Qcs M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \� �GGNZ\N INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT P 1"x .T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10-4' (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE N t+' Z #3 &#4 LAP SPLICE GRADE40MIN.Fy=40ksi Z ch ° D' 0 FINISH GRADE o0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] r1= — O° 6 MIL VAPOR BARRIER t> P ° _= 0O R 1 7/8" —� #5 REINFORCING BAR #5 1 AP SPI IC;F "' COMP. SOIL. (COMPACTED TO I • ° ° —� 95% MODIFIED PROCTOR ASTM I I= I I I � D1557) �I - I — 4" V4. FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° °v GRADE ° _ l�l—ICI ICI—lil �• -0) #5 REBAR w/ OPT. ' 1=1 I I —I 11=1 I I 11=1 I I— I SGRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND — 14 O.H.D. RECESS z 1 O.H.D. RECESS M� A. N • a d. 4" 7EI 1I „v II� III III SEE A/S3 OR J/S6 —'`ILII I I�� I I III I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--"- -Illi I I II I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� ot . .... • INTERIOR A. a. -3 1/2" v CONCRETE NAILS W 1 1/2' co EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S _ .m 0? •9 [� .. . I E 1— co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 cat WWF OR FIBERMESH K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE uw p U — .. a jI m 3��7 -III- W ' I— '�77� D � -r�l l l.: a 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF�� SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM LAY LIT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & I CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > w SEE PLAN FOR STRUCTURAL I J COLUMN SIZE AND BASE LU CONNECTION INFO. Cn SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL i.°: O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS Z SQUARE CMU BLOCK BASE, U) 0 SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR W SIZE AND REINFORCEMENT) o W U) BRICK PAVERS or B PER ", All �,., r, „ � / COMMUNITY SPECS CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 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#) 6x6W1.4xW1.4 N a WWF OR FIBERMESH c,, . a I> . N411i-911 ME 11 I - (2) #5 CONT.- ON 3" CHAIRS (TYP.) 8" 1'4" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)r � I WWF OR FIBERMESH SEE A/S3/J/S6 ­' 1 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6 S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' co GRADE LU Z, = • 1-- W W W 0 c _ • • • • Z Q ILL cU) FOOTING v BEYOND PAD REINFORCEMENT —/ CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL Ill N SCALE: N.T.S. S3 N `= IN �, a M dam'] yG n B o L t1�1 O ✓ Q is y d v 'W c d ca ¢_C3 o a. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q V 0 p O 8 N V co ii 0 °0 Sao LL �Cq0 0 Q a a mL.Lii a z Z J rn 0 W = CCN(O m W Q W 0 ¢ z LL 00 O 0 W Cl) Z 0 W~ ; Vz N U ❑ ❑ ❑ W 7 N M o �a J 71i Wvl - M z o � U g O N w o c �N U 6 _ e =i U B y C U) Y • 0 w J 03 a z Q � a o _ �0 z� Q� E U oLL �z za oa ra - o E C.0 �< a g a z ru 2 w U) � m� o° z r m J oz �a ¢m z aw Iz z W T m w2 0 & a� F oLL 3 Jw o �t OIC iL U °O = > Lo J 0 00 co C Cr co n 1..� W m � N LO M N O *- o LO r Q CM N r °' 4 r M M o M E O y in Z Z � m a � ci _j 'a M a o C JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. S3 (MONO) SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID FOR CLEAN -OUT 8" O.C. OR 4d METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d MINEXTENSION FROM DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE - 3/8" THICK EACH. 3RD LAYER DOUBLE 2x TOP PLATE TONEAILS SPACED EVENLY . EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM INTERIOR STEEL AND GROUT ❑ STEEL AND GROUT FULL 8x8x16 BLOCK SIMPSON SP2 / 12 10d 1/8" THICK OVER WATER RESISTIVE BARRIER 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (rip) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED +'+ , SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d 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 W/GROUT 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 ;TENSION FROM EXTERIOR WALL w ( ) ,CE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD Ct DOOR OPENING DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR �'S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 d a 11 ° °a 11 d STD. WHOOK BEAM W/ (1) #5 CONT. IN OPENINGS 8 /LINTEL GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION JL NOTES: 10 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. BLOCKING (TYP.) Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ROOF TRUSS O3 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. L—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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 1 0" 31/2"- t�T� o� N 2x CRIPPLES @ --' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" — O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE — NAILS TOTAL) EA. SIDE OF DOOR s��.�PLICE STAGGERED J-BOLT TRACK BRACKET wvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 14 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" 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) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 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)10d x 1 112" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FNA ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • 10d @ 8" O/C ATTACH ALL ` EXTERIOR STUDS W/ 4) 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 IBLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. �4_ 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. Z & NUT SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE ROOF TRUSS ABOVE 2X BLOCKING `NAI LED Li INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & MAX FILLED SP4 SP4 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES N WITH 8d COMMON WIRE NAILS @ 4" \ PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° rE I SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" Mq (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 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. e+� o W J C f0 U N >< o y. (A � N L N O (V 3 C a+ m a.� a' a 3 = E G a. .A Jam; LO0. `4 Oil 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. W aE 0 o N m N C N T LL J = to W N h Lu N 0 LL a a Q J LL LL Q z _2 m c �; p o :0:) L N 8" ow j (O (V m L Q W r°n�O�j0 a0z Z LL w N c� z U 0 z F=-- t o� OO❑ W Z N M 0 Q E3 N (D a a) c9 0 LL n 0 N � �.O N CO (10 U � , — E si S L <C o z w J a Z y < a 14 a 0 E � U oLL wz z® pp - ro U Z ro w� wZ cq C 3a o° am ° 'w z�� m < g u aw W m � �_ rr o w << �a M T a r O- O '6 J O a� (7 00 (a o Q CL W m N — Ln 0 Co (0 04 T O L / T Q M N r T M M o M 7 V7 Y) Z Z E 0 a f° a E ci a o JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. S4 i t � t SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (1 1 /4")2 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 UBACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX 9( SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR "L" APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD -0 EDGES AND 12" O.C. FIELD IXT INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) X/ 2x FRAME WALL (SEE WALL SHORTER) ` GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1"� 1/2" CDX PLYWOOD OR ,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE � �� (2)16d 7/16' OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF • �� • ` ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. N,@ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELDEND TYP. TOP & t�\\NAILS- �\ O.C. FIELD BOTTOM ATTACHED \ �� (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM THE LAST LAMINATION (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION CO 00 SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF it� EACH JOINT w/ (3) ,��4 BOTT. CHORD FOR 4 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" 0/C FOR THE (2) 16d NAILS -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 wJ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E GES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR `\ `CONNECTION OF H 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ I ATION EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDIT ONAL INFORM 10dx3" @ 4" 0/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= 4' S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS ("8� SECTION ADDITIONAL INFORMATION. 1INIMUM 2x ;ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL TOENAIL 1 (2)16d NA 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP W/ 10d X0.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 111/!1/lll T[]I ICCCC 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ o Z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON —LOAD BEARING LOCATIOf3 (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.0.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS ^- ^ mu GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON 61`2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C7 � v 9 CORNER JACK Y Q LU Z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" - i O.C. TYPICAL E GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.Ell TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. IIC i i - NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 n - � o V fl w a o J u a� c i >_ cc U N ::p — m rc N y ® e Q N Y d E s c do�� cc d :3 c o 7 � a c E cc o a W ,v t, •b 'N Uj ` or�FrS t,t"!L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 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 Q pp V E NN} Cc,O S UV 'D 10O N_ 4 0 (0 V W m =- W N � LL LL 0 N ai I0 Z W W a i a y co It a z Z JLLu- z —ern UO0 0 L W . _ E N (D o] Q W Z � 0 z ���z00 rn co N Q U n !— O U ❑❑❑ Z W z N m NQ z r Q Q N M � o v � w OQ)v) v , w o N � y U � _ E M 8 mi ° �0 U 'o M c - I 9CID t� 0 (� z Z (d E C�- o o O Zo < U LL z o a (Eo �aoQ Z�E o m� zm� - �o}= �z a� ¢o J U >� cry > o 2� wLL aw W m ap NLL p 0 <Q w �a c� v za a� 0 u3 2O = J Orn m O ^, i 00 (0 O co 0- L O CO N CO > r O L0 T Q M N r w T M `% o W 00 %i L0 Z Z O Ecc N C a E U a m Q p r= JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. S5 1 III II 1_ I I 5 3 IiJ I M co i m 12 0 V) 0 Q co 0 J 0 N i 0 N 0 rM CV N a E N E c J i a 0 0 0. LZ 0 N ZZ LO 160 O rh 0 L 0 Lo 0 m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION -- BAFFLE INSULATION P CHART ON FLOOR PLAN l 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEa.� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1 �PER PLAN 1 1 1 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN — NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHj - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 N FOR MORE INFO w ox 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. w 3RD LAYER 1/8" THICK. w INSULATION PER CHART ON FLOOR PLAN rB"'Y R - -• S6 S6 oil ' ETALSEAT 1 OR FELT PAPER FOR 1 MOISTURE 1 BARRIER e I i� s STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c N�� e y Q a FINISH GRADE o0 IKr__Ie I=m=�rr 60 6x6 wl.axwl.4 III=J= I I I b ° I=L=1LI-� I �- _ CD z WWF OR FIBERMESH I'!'II I1L I I II I A. 111LI I�T- �- =1 I BMW STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. TOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. c 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL WJ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 Y� 11bY�3i] �1 rI�7Q[i1�I wivi•] t.•MSi[•]r ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED = INSTALLED PER. MANUF. U) SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-O" B.U.C. (8) 1Od NAILS TO STUD PER STRAP /5 [ —FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE e — ee. . d e 4 = I`� SEE SHEATHING SPECS ON FLOOR 112" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH , —..-• --- ---° — °.°. ° Id'.. •ITS zo '- 'A I I f— I �I ,�F ICI I I I 1711 11 ICI (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB �I EXPOSURE 1 \ I x II SHEATHING — —x—� PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T _T II 15/32" OSB F XPOSUREI � EXPO SHEATHING w II II II x SOLID 2x rn III III II II II I ALL 0 SHEATHING EDGES (SEE III OPENING SECTION X-X III C III x II II �W II III x E _ 2x STUDS 'u III III II II II BEYOND. SEE PLAN o III I I I II I II I II II I I 11 Lil - lU lLL 1_ _Il. -II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING I c 3/4" i 1/2„ 1/2 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING IERTICAL BLOCKING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Z ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL = u- © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ,¢ u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w ? tW O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F O of w'/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. la— O O n m LL O LL O O.CTO EACH TRUSS END OR @VERTICAL N w O MEMBER F GABLE ND W NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED—� CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONTAt- @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH M ° ° 1II_III—III II �° e a e -I�IIIII�IIIIIIIII , I °_° _° (3) # 5 REBAR ON 3" CHAIR 4" I III _g I W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 ;Till; l ;2— @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" ADDITIONAL INFORMATION. V S6 C eh O '.-a uy '5 r � � o c co ca N Mnx - ro y � 3 cc � u m T �A�-0 CAC c E !� o a u r4' �••�••�•\• VI/,d:l \iv U N0 n` • yy o IS S S 10 r1J!!l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentisl 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 p E 9 N Q MS "� V 6 1 # 0 � LL LL d) rn r'- r� M rNi v a wa JELL a z 0 c;' p 0 0 m y mo °0 o ' = 'FU N fO m uu Q W rn��Cr z d Crw 0 N co 0 tVq F=- O U ❑❑❑ Z W z N z � z o � a) � Q a M In z � C1 LL 4aJl T J � U 0 o N Ly N fu U W J I U 'o 3 N 0 s�o 0 z CID M M J N ¢ � z 4 Z � U_ o Q>zwmzaz a pE 0 z oa M o 0 o o<Z0 a�®��Z�w Vz W 3: T o w� <� N W m o oz w sa =3 o! �o M � oa ar o- o3 0 rn > LO J Om m m L_ 00 Q (n 0 N m = LO C'4 r—O Lid T Q CM LO N T ui N r w /�/� cM M Z Z 00 N E 0 N cc a o :3 U _j Q o JOB NO : 23-06102 SCALE : AS NOTED SHEET NO. S6 (MONO) r`. 3 v J w I co M Co v V)) 0 J Q to O I N `v o- ram+ a M a E 0 v J i a E 0 v 0 J a� t� M ZZ LO 16 v 0 0 N N in tz U W 0 m d 0 cn SCALE: z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON _ OTHER TREADS / 01 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) / NAILED TO STRINGER / 2x12 TREAD / -- GLUED AND NAILED I 2x� DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONEI) -2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE- —NOT AT STRINGER CONTACT TOUCH STRINGERS / NAILING 2x4 BLOCK IN KNEEWALL FOR 2x12 / POINTS / \ _ 1x4 GLUED AND NAILED TO STRINGER E/ _ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 4' = 1'-0" MALL J —A PAr ALIGN THIS STUD WITH FACE OF 2ND RISER / TT ) � `` \ \ 3YP CUT TO FIT 1 ' kRS IN WALL I 2x12 SYP BEARS IN WALL I —2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" MTS12 w/ / / AT STRINGER CONTACT POINTS NAILS) / / \ NAI / �I EW "A" SECTION VIEW "Bit SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN "' / -_ AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD / STOP / —2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS -I- 2x4 BLOCKING FOR 2x12 � I C 2x4 PT UNDER 2x12 I t ROVIDE MOISTURE \ PROTECTION LATTACH ALL COMPONENTS / STAIR TO CONC. W/4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / 2 -1" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW licit TOP OF STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / I STOP 2x8 SYP DRYWALL STOP ' MUST NOT TOUCH I ' STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE�/ (14) 10x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED ) NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE I/ 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—-' AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) EIM PAr f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER / FOR DRYWALL SPACING H SECTION VIEW "Eli E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING STRINGER \x OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST / TO ANCHOR TO. J tA� (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 \ DRYWALL STOP NOT SHOWN F SECTION VIEW SCALE:' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X B11OCKING PSON MTS J2 w/ ' 10d x 1 1/2" \NAILS F� 3 D �� D OR 2X BLOCKING RISL�2 / VARIE ECTION VIEW "Hit SCALE: 1" = 1'-0" N O _ N d 6 � U GN cD U C', p- ca 'n d N L V, �, o co _CX N 3 .= a� 3 E s c W CD Q= •- y ✓ U d � C O E � o ca 0 a • cv � �. 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. Q o E �, N O O C7 N V O N Cn C n 0 U J �" LL LL M nMv LL a d Q 2 m LL LL nw z z o -. - 5 _- t mo_ 2)o W 0 % J 0] of G � W Z 0 w o (� Z U of G H NIL a � Z o ❑❑❑ IL z N o z m N z iz Q R dG N N M z A4- Li V 9 w U �p O— ( 0 LLI 8 rs L; w J E sI = L w N U O O C 0 N N 14 0 Z< co rMi J o 3 z Z a � tV E o <N mE o v _® o� I— d 2a .O 10 CC O E c0 ¢a °' � O� w z z � N a o ¢ i o CO p ¢ o ` m °. z aw ZZ Zo Q C/5 � aLL w U a z W O m E ¢ oLL F r K w x 3 � o M C <Q Ola �o a OU � Np J > L6 O N O) m m 0 00 co 0 CD 07 co U) L(') 0 Co O -Q o L.Ci T Q M N r T cM M o M 00 ri Z Z E O N c d U _j Q p c JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. ST 3 J W I M i M M v c o -c a o 0 0 I M i V) 0 .0 3 a M O i v a v E v cL- v 0 LZ N N L t v 0 O d M 0 M 0 w 0 m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P•T• TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 � (� r FURRING _ 3 1/4 LONG X 3/16 0 ❑ L FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4"L FROM EACH END w/MIN. 2X8 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 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 APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( ) 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. & @ END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. k SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING ,< SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1!2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK I 2 x 8 45' DIAGONAL (4) 10d NAILS INTO , 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) 10d NAILS INTO 2 x 8 CONNECT W! 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB 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 rT) SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" ,1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B r1/4" MAX EMBEDMENT INTO K.) # 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16 OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL BTWN. OSB ARCH FACES W/ (4) 10d NAILS THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS 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 PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5^ NOTCH WEB AT FIRST 2 COURSI "" ;APACITY = 805 IT FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD 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/ (10) — 8d NAILS JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1 /4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT SCALE: 3/4" = V-0" SS FILLED CELL PER FOUNDATION PLAN �R YP.) fHE S UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS eee ♦♦ #5 REBAR (TYP,) Ie ♦♦♦�♦ 1eee1 ♦♦♦ eeel ♦ ♦J��IeTD, 90° HOOK (TYP.) 1-7 e- 0 1e eee- +2„ ee - 1e 1e 1e FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD — ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND ♦♦ JOIST TYPICAL ♦ NOTCH B @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. ♦ w/ (4)1/4x1 1/2" SIDS SCREWS ♦♦♦ INTO BAND JOIST & (4) 1/4"x2 3/4" ♦♦ TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I - - DIA. @ 24" O.C. NOTE 2 BELOW I Y I L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w! 3-12d NAILS, TYP. (**) / 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF WN '� ?X 0vlt Q, yA DOUBLE 2x40SCAB FOR 2 6" TO 4''-0" O.H. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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: ffi PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANTg►ePRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/REINFORCING PANEL —I I I —I SMOOTH. DO NO FURROW. ° ► ° _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cV ' .► REMAIN FREE OF MORTAR. NOTE: Cl) _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. F + NGTy + + + + T 2X4 SYP EACH TRUSS Izz CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ +h SUPPORT SOFFIT SEE ELEVATION 1_1411� FOROVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS RFF CHFFT rl) ANn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3rY - , SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR I tl I FURTHER INSTRUCTIONS. •e OVERHAN a' a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 5'-011 SCALE: N.T.S. ° • ► .. ' #5 BAR p 10L CENTERED W/ ► IN TOP o ► KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS } CLEAN FILL J .► ° • ° DIRT ? z °. °F90r ANDARD q HOOK nl #5 BAR IN FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )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 I_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL /n% YGAI ILI ! r%klfl SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N C=' [9 a N s v E c d n � U CC y N L" �. > c d �, ��. r Q� E � c a o 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. rn Q cO? cv p U N N V (0 C ii� 6 J ��ao°�LLu YIM rn ti LL W M Q rNiv w a a- .,, o Y U Z z am p O m v o o �C_ M NcO O] J Q W Z Co 0 J0Z w r, N z¢ 0 r � N U U) F__Z ❑�❑ W o g / N z � � � N cn z Cz o 4-1 v W a O W p C N �N r _ U W J F-- — E N N 0CID �0 sm C 0 w Cl> J z z EE =o o=< >m � a O N V ?e oa O g� -0 o p¢ott Z�� coo�w ffiz � 3:¢°� W0 m Z m N m iz z W � <a° wLL 2 az � r m K oLL w = 3 � _ J O C�J v <Q ¢p r F d zIa o 3 �� >L J d' ai m c� 00 ::3cc ^ U) � N^ � O -0 'S N d7 CO T V` LO N r ai L c T CM M o M M :3W LO Z z E 4� N m a L) Q o JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A ----Z-WOOD TRUSS -! A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CN T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS t AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J w w w U) WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4" PORCH SLAB SEE FOUNDATION PLAN V-4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CN 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN 41,I REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 j T . FILLED CELL VERTICAL EACH SPAN MAX 6-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 8 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ C14 z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ C14 z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. W/ (1) #5 CON SIMPSON LSTA18 SEE PLAN A -A ALTERNATE BLOCKING w/(12)10dNAILS ----------� SIMPSONHUC410w/(14) F-----------7 1 CENTERED AT I I I I I FOR CANT. DETAIL INTERIOR BEARING SPLIT TO TIE I 16dINTOBEAM-SEE ) 10d INTO BEAM -SEE ((`j-J BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I INFO PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2° �k . 11 w 4" z U)) PORCH SLAB SEE a N FOUNDATION PLAN w z W/ #3 STIRRUPS AT C14 z 4'-0" WHEN DEPTH . r- EXCEEDS 30" LOWER OR GARAGE SLAB „-4„ SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. I I SEE FLOOR PLAN FOR I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I _ REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — — INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE L J SEE FLOOR PLAN OR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULEIPLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. BM. SPLICE OVER S AT BASE SEE J/S6 FOR A A P1 w/ (10) 10d NAILS CONNECTION INFO. CENTER OF POST MORE INFO. SEE PLAN FOR TOP OF SEAM 2x4 BASE PLATE W/ o o a SIMPSON LSTA30 w/ (22) 10d NAILS OR o o o I SIMPSON MTS12w/ ----� (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR BELOW @ 16 O.C. CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS V INFO. TRUSS/ _ rHE OP WALL EE PLAN Y2" CDX PLYWOOD OR Y16" O.S.B.MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOMDER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHINGEQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES -- --�. 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 - ��— @ BASE & SPT24 @ u TOP 2x4 #2 SYP P.T. PLATE W/ Y$' EPDXY ANCHOR OR 2" J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS -- a ° cX a x - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS Q FORMED & POURED ° MAIN HOUSE W/ (1) #5 EACH STEP ° ° ° SLAB d (2) #5's CONT. T&B W/ #3 STIRRUPS AT a ° 4'-0" WHEN DEPTH a - ° ° EXCEEDS 30" GARAGE OR `" z1 ° ° e LOWER SLAB ' 8 SEE PLAN ° 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. x r CD �. O > W CO—,��x y c0 O �.- N y w C-i R •� E s c LL- w o.�. [� u 3 [a r w m ,u d- U r f, cM 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. W vE I- o ,Q Np 2 # LL C', a d Q @ � u_ aw J Z t9 0 O �o L W _ 0 (q NcD m L Q W 0 Nz a W U5 °' °' J r- w Z LO M U G H o d ❑O❑ z W arm z N 0 og z V 2 �-14-1 z .00 o w. N Ln c— y U — E m 8 I' ` L U o C J� o w Z M M Q =o >� 0 p �� <o n- z N V ❑a l'— ti �o UO O Z �� o�o1 o < t wo �� m z co �U = m J o '¢ w ° z S o< go w M W �. N= 2 Jw 06 o <Q ;o M 0 O z�a c� 3 =O = 0 J > Ln O °' m o >✓ 00 co OCN CO Cr co CL C0 Ln M O U')N Ln r Q C r T c'M C` o M 7 00 N LO Z Z E O d U ° Q p JOB NO: 23-06102 SCALE: AS NOTED SHEET NO. D1 -------------------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL,USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS TYP. 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d j NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. {III 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G - 2 2x HEADER SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE INEERED P SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE E G F O C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / W. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS B O INTERIOR HEADER 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS PLAN E F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FSEE F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D I; BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING d PENING WIDTH 4 FEET). IF OPENING 2) 2x SILL PLATE W/ O M SON LARGER THAN 4 ft ( IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE Q 2x4 #2 BLOCKING �B NOTE: VERIFY WITH FLOOR 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. / WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS ND OF HEADER SEE Q/S4 FOR END (1) 2x SILL PLATE W/ (2) 12d TOENAILS. JAMB INFO REQ'DOPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF :. SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NA LS & (4) 1 /4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ---__ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE ; NAILING AREA (TYP.) I �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER ; (BLOCK SOLID) SEE PLAN FOR COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" 0/ M�ti OA PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END _MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 \I SYP U.N.O. 1 I 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. II I t BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT - -- — -- - TOP AND SIMPSON SP1 w/ (10) 10d - -- NAILS AT BASE -PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO —— SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) - ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 d� > W oL ID CD a� _ 6a CV n• N /C O a- -cn N cn�,o� Q N � a) E � 3 � Co � N d E ,,.i,;;altlilltfft!/�e R O VVN v • GV o��J a�FSS10 �Py`V 1111 !IILt11"'No" 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. W E a - 0 8 N N N 4 � COl � qk ik w � J G 7���;LL� (A (n ti LL W NJ a a v ai rNi w Q MLLLL d Z z �mo� Ir 7 ryc0 m JW Q cc W U) 01) ' 1- w o � o LL I- O U ❑❑❑ z W V M � o C, L M Co z � � Q E3 d N M cn C Q) CD o 4-1 u W • v � �0 w g V I Ly N U W J ;r � g8� U o C U) Y ° C W M J N ¢ Z Z � E E �o t—ru < 01�o wa Z o �¢z o e < z � W.o �w -o� <o©o oxz z m z <o W T 3 O a< � �w m p o <a M V z < s o� 2 O 0 i > IUD J 0cc m 0 co co CO Cr m N I..� 2 ate-+ � M ce) N LO Ir— LO Q r ui T C Z cM M o M 00 4iLOZ z E Q m a E U Q p JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. D2 _ I i _ _ __ I I I I I I I _ _ _ I_11 _ 1_ u_ I E5 W I S m M CO 0 C Cr 0 Q 00 0 co J 0 to I i v cn� 3 rM C14 O E 1,2 0 0 0 .J i a 0 0 LO 0 L 0 0 CL Ln N L v 0tZ U 0 m v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK4 CMU - MASONRY BLOCK EXTREME WINDOW FASTENER . 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING I (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER �I O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� v 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR 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 CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied 9 p pp i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING AIM CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING. SEE LANGED WINDOW SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and READ EASE PAPER TO EXPOSE ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the EXTEND A MINIMUM 6" VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings s1hall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 2 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t B r' 7.7.At built-in putters. l SHOWER SEAT SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all N O N a� a Q � oc C G]_ N -= p N Cn a, a w a,, E Qcr _� � 3 E �o 0 M N O N M 0 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. fA F. Q o E S N O M 8 N e u O 4 6 0) C,00 4Q7 * a 13 Z J LL 11 2 a Y dry' SSS Z --oQ, � o 0 r mo 0 W E i Y~ . t0 N m Q _ ;; d ¢ 0 z Z LL W & ch Z 0 O H V N ov ❑❑❑ Z W V M � z N th 0 00 z o El N M z (v C. m C. C) g O L7)_ N YC c N 1 wl. U w � _ E t 8 ice. = No �0 N O III o co z LL M M J ZO Z z Q � E o E:CU v _® c a p` oo o coo E ao oQ ww a , a < o Q oYz m E � o Z 5 J a �z F Z aO o W O Oa wu. GZ m o Qa ;O cl,�- WI a = �C:) > L J a; 0 00 M T U) m N (� c0 N LO r Q Ln M T a) 00 T (0Ch o M 3 E Q N a E ci Q 0 � JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. WP1 _ 1 I I I I I I 1. _ 1 _ I _ 1 1 14 1 1 HUR'RI�ANE Mounting Brackets ?10 Gauge 4-1 /2` x 4-1; 2' x 2-12" See Anchor 501edli Bolts 112' pia- A325 Galv Of ITyp') +� # 14 Self-b7rillir,g Cj{rCVYs A/C Unit 3utUx11 Echjr Hurfl(dr•e Strap ,Typical' 3 in frnnt) Front Cross Support (Mdy be cut to W ) Left Bracket (16 Gauge) p 14 Self-Drlling Strews T hru Brackets & Bark Cross SLpPort Irto A/C Una Bottom Side iTypical: 3 each sidC for hcrricane use) 10-5/8" a Wadhprs J Self -Locking Nuts rIFL.ilbalr2l true uu It n, .1, p1111 ,.Ltd>,:;),: 1111_S3L.1:1 .L•r 1114u- Fa(�nrercrl RA.esl Seal Lhnatpg available ore o regret faafaii -Ad fee will spplvl 7yg version Merpdaoturi, ARm1Mbn 2020 soon Vent products. Inc Callog"rY: mutual ConpollentS sub Category: Products Introduced as a Result of New Ted, -logy Compliance Method: Evsklehm Report from a Florida RooTted JVchheet w a Licensed Florida FUISM•RS Products Prre ssidea Engineer Sao# pTotltxtMedd. hA,mbaa Mama 1 SmamVent Model#1540.510 2 SmedVenl Model #1540511 3 Smanvent Model#1540L520 4 SmertVent Made) i1540521 5 Sm inVetnt Model # 1540.524 6 Sm.,.t Mods,.1540'70 Sm.nVenl Model V 54a 574 Back Cross Support Way be rut to bV) Right Bracket (-b Couil Florida Department of Busness & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 Ivt OIL EmNy or Dift g{q Disk ParcBno 0%- caxxt Mdmw&Lkerrse validated avvalidated submitted FISCAconeyaal Muroval Glatus "criee Graham He-F N- P E Locke Se, dv F.E 12/10/2020 12MV7020 12128WX Approved (877)441-8368 PE-73776 (334)300-1600 infocirmanventcom Product Oasnridbn Dual Function Flood and Venaabon Vent Dsel Function Flood and Vendefion Vent Inlited Flood Vent hsuletad Road Vent 16&qud; Garage Door Flood Vent Vsbod Well Inauletod Flood Vent 14.5&q/d: Garage Door Food Vent QUOIN Assurance Aborovedfor Usa Approved for Use Impact C46101 corinnsm ExehUm ode in HVHZ outside HVHZ Resisted Prawn 12/312023 Yes Yes N/A 4100L100 12/312023 Yes Yes N/A .100A100 12312023 Yes Yes NIA 410D7-100 12/312023 Yes Yes NfA 4100A 100 121312023 Yes Yes WA 'A 12/312023 Yes Yes N/A 410DA100 12/312023 Yas vet NIA NJA Florida Department of Business & Professional Regulation Paget el Building Codes and Standards In4QD21 Product Approval Application Dail Code �I or 292 292 Date Pending Da. 113211 y-Dah Manufaaturar Contact EnotrraeraLlcama Validated BY validated submicteg FBC Aoa-M Aunroved stdi Re . 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Prest Locke Bowden P.E OBM02020 08M3(2020 082MO20 10/132020 Approved Category: Rooting i5021303-1511 PE-74021 (334, 300-1800 subCaegory: Metal Fiddling Ishu-MCd-m r eon, Compliance Method; Evaluation Report from a Florida Reglsteretl Architect or a Licensed Florida F L#77679 •Re Proraxts Professional Engineer 9e0 # Produt Model Nwaaer or Nartp DluaMr Assurance Proctor Deserldlon caarxl [)rolra[las DMe Approved for Use Aderavedfor I� Use cut" MMZ Impact $q£st1 r r 1 Oraxel Moral Raofnp SY,tems DMC 1o0NS, DMC 15OSS, DMC 175S. ❑MC 20M 12312025 Yes No NIA .01180 DMC 5V Florida Department of Business & Professional Regulation P...2 of Building Codes and Standards20� Product Approval Application Detail _ Uk - - Way a o! Ra Data Peldno owe ... Ty(,gi i�i Nanufa t- cor#xY Erpirtaar & Lirarrsa Valldau d By VabdaloO 5s F C A,ai oa! A,ed at&- ReNsim 2020 Therma-Tru Capdaton Steve Jasperwal LynrWn F. Scheldt P. E. Ryan J. Krg, P. E. 04/15/2021 121J 112020 042W021 06r082021 Approved Catepsay: Exterior 0-f8001843-7628 PE-43400 (8131?87-6555 subcategory: Swinging Exterior Door Assemblies slasperson@ hermMru c Compliance Method: Evaluation Report Aar a om Florida Rapsterad Archiled ors Licensed Florida Professional Engineer FL#2046a-R5 Pioducts Quality A®dsance Aloordead for use Approved for Use edwii Do, - Sell # Roduct Model Nrrnhar or Nmle Product Deacrldlon Cadraa Exoiratlon Date in HVHZ outside HVF1Z Residad Pressure 1 a. Tnenns-rru Fiber -Classic and Smooth -Suer Nominal 6&#39:8 &quo( Impad8qud: Opaque 12J3t 202s No Yes Yes NJA Composte Edge Feerpass Single Oar onswmonoutswing. X configuration) 2 b. Therma-Tru"ber-Cils-rid Smood,aill Ndm'nal 6&039,58qua lmpad8quat: Opaque 12nl2026 No Yes Yes WA Canpoat. Edge Fiberglass ShSie Door 1M Sldene(sl Onswn010utsaAng: XO. OXorO)(O config-tor.) 3 c. Therma-Tru Rber-Classic and Smooth -Star Nominal 6&939:8 &qui ftad8quor Opaque 12n12026 No Yes Yes N/A Cornposxe Edge FlberOlasa Double Doe with X Y4thwt Sidli tes llnsvhy0ulswng XX or OXXO oonfiguret or s) 4 d. Therma-Too Flber-Classic entl Smooth -Star Noans) 8&#39,0 &Wa;krPeet&.W of Opaque /213112026 No Yes Yes WA Cmgosite Edge Fbarglass Single Door (hwingJOutsk'in9'. X cmlguralion) 5 e. Thenna-Tru Fiber -Classic and Smodn-Sum Nmtinal 88#3908gJ.,hMpa.&qud: Opaque 12r312026 M. Yes Yes WA C-o-sure Edge Flbergla. Single Dod,w 3idelkessi ro-�wirgrowawiry: XO, OXgr OXO conrguralionsl 6 ( Theme -TN Fber-Classic and Smooth -deer Nominal 88439;0 &qud,Arq:ad&qua; Opaque 121312ON No Yes Yes NJA Compost -Edge Fber9tass Double Doevrith or rIhcut Sidelke. ilnsMng/Outswng, XX or OXXO configurations) g. Therma-Tru Fiber -Classic and Smool Star NCT'nai 6&#39;8 Blood', knead lqud. Glazed 12ai2026 No Yes Yes WA Composite Forge Fiberglass Smile Door (in-"Voul-re Xcanfgurition) 8 h. Tnamn-Tru Fbsr-Classic sad Smooth -Star Nominal 6&#39A&ou;x hnpadd.qud; Glazed 12)312029 Me Yes Yes NIA Copoata Edge Fiberglass Synge Doorwith Sidelines) I1nswn900-ing: X0. Oyer OXO cmfguralimci 9 i Themka-TN FiDn-CJassk and 9mroah-gar Nominal8#39:8 bed a;hpea&Wa Glazed 12r312028 No Yes Yes WA Carpcdle Edge FibergasS Double Door -nth or wenwt Sldelkea (inswtnWOutswing: XX or OXXO Conrgursllonsl 10 1 There-Tru Flber-Clessk and Smodh-Star Nolanet 8&#39:0 aductinpectBqud, Glazed 1Zr312026 No Yes Yes WA Composte Edge Fiberglass Single Door (hsetnglOutswmg. X cmnguredoq) 11 a. Therlkla-Tru Fiber -Classic and Smooth -Star Nominal 8&4139:0 &qua:knped&Prof;Glued imi2026 No Yes Yes WA Calposte Edge Fiberglass Smolt Door wan Sldaitns) ilnswi 910u rlrg. XO. OX or OXD configurdlan,, 12 1 Thenne-Tru hber-Cia lid Smooth -Star Nmanal 88#39.08Wrn;ktpad0ra: Oluod 12/J12026 No Yes Yes WA Composite Edge Fibn9lass Double Door with or with oul SIOolaes (Insmng/Ousr4ng: XX or OXXO 4cefiDr.0 ions, 13 mThera TN Flbor Clasvc antl5modh-sitar Nominal 6&#3988Wd:ImpedBWa. Glazed 12/312026 NO Yes Yes WA Molded Open Composite Edge Fiberglass Single Door rha'uklgrOula«ire. X configuration) 14 n. Tnertna Tru Flher-clastic and Smooth -Star 1 Nomnae 68#3988Wd:lmpe W 2J312@g d& a; Gletap No Yes Yes WA Molded Open Compost. Edge Fiberglass Single Door with Glazed Molded Open Sldelitaja) 15 c. Themes-Tru Fiber -Classic and Smooth -Star (hswngroute-g; XO, OX a OXO cmkgurations) Norri 6&#39 88Wa:#mpad&Wd Glazed Q1312026 No Yes Yes WA Molded Open Composke Edge Fbregles, Double Door v,ith or wehoul Glazed Mooed Open Sidelines (hwfngrOutsVrng: XX or OXXO emfi0urenms) 16 F. Therma-Tru Flear-Classic and Smoolh-Snar Nominal 68#39:8 &gla:Anpad&quot Opailee 12/312026 No Yes Yes WA Cdnposite Edga Fiberglass Sirso Door with Melded Open adelire(s) (InsMnppuswing; XO, OX or OXO csnfg raulo_t 17 q.Themes-Tru Flber-aasac and Smooth -Star Mmtlnal 68#39:b 8grd;knpadBWd: Opaque /21312026 NO Yes Yes WA Conpodte Edge Fibreglass Dollok, Doorwith or r thout Glazed Mdtled Open Wallas (xr.ingrout-mg; XX or OXXO configurations) Florida Department of Business & Professional Regulation Page I d1 Building Cores and Standards 1J5202r Product Approval Application Detail Code FJZRV or INIA. Plle p€Pet1cill Dise lam Verson Marurfacturer Crdak1 Errdrwa &.Ilr a Validated Be YinOdahad Submitted FOC Approval ,fir Status Revision 2020 PGT Industries Jens Rosowad M.m-Daoe BCCO - CER Miana-Dade BCCC - VAL 111192020 10211=0 11242D20 Approved Category! E-ior Doors (9411 466-Diao (786) 145-2520 aubCatagery! 511tlNg Exterior Door Assemblies IlosdwShlAgpothdusti-e m Coplance Method' Certification Ma dr a Listing Oro Flumi_a33 moatas a- M Preduct Model. NumDMm wane OuWAY Assurme PFedud Deacrlprdl Contract a PareMon Oda Aooroved for Use A--ol In HVRZ for Use outside NVHZ to oast It-istant Deal- Pr .- 9 SG0.55T0 ( Large Miceli hpaal Vnyl Slang Ga. Door 00142021 Yes Yes Yes MIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) required Florida Statute 553.842 and Florida Administrative Code 96-72 lease provide the information and approval numbers on the building components listed below if As equi d by , p p pp g po 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 Exp. Date 1. EXTERIOR DOORS 17herm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01-67.0 psf 12/31/2026 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 +80.0/-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. SECTIONAL 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) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537r1 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 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 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 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 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 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192a2 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 Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124r1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-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 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197r 1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 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 Building Codes and Standards Product Approval Application Detail Page 1 of 1125J202 Code Entltva ,Date 2= Date Pendina t jyggg Vmlon Manufacturer Contact Enalneer & License Validated av Validated 8ubmttted FBC Approval 3tatu- Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F Schmidt, P E. Ryan J King, P.E_ 0712312020 07M272020 0712912020 1011312020 Approved Catagory: Exterior Doors (800) 843.7628 PE-43409 (813) 767-6555 subcategory: Swinging Ederlor Door Assembliies s)asp l-Clheratru to COMPIMFICII Method: Evaluation Report from a m Fords Registered Architect or Licensed Fiords FL*20470-R3 Professional Engineer Protluem a-* Product ModeLNumhar or Name Product Desorption Quality Assurance Aeprpyedfor Use Apprevedlor Contract Expiration Debt In HVHZ Use Outelde HVHZ �t Deaden Resistant pressure 1 a. Therma-Tru Flber-Classic and Smooth -Star Nominal88#39:8 8gwt:lmpaa&quo[ Opaque, 12l3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Jh-r )Oulswiig; X configura -) 2 b. Therma-TN FFbor-Classic and Smooth -Star Nominal 6&#398 &quotlmpact&quot Opaque 12)3lt2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelial(s) (Inswing/Outsvang, XO, OX Or OXO configurations) 3 c. Therma-TN Fbar-Ciassic and Smooth -Star Nominal 8&#39 B &quota Impact&quot Opaque t 2/312022 Yes Yes Composite Edge Fiberglass Double Door vwth or without Sxldhes (Insv Mg;1Ouh;wnng, XX or OXXO conf g urabons) 4 d. Therma•TN Fiber -Classic and Smooth -star Nominal 88#39,0 &quotlmpact&quot. Opaque 12`312022 Yes Composite Edge Fiberglass Singe Door (Insvnnwoutsmng- X configuration) 5 e. Therma-Tru Fiber -Classic and Sntoeth-Star Nominal 8&#390 &qlotimp-Actuot Opaque 12J312022 Yes es Composite Edge Fiberglass Single Door vathSidelae(s) 0rlswing/Outewing. XO, OX or OXO configurations)l6 f Therma-Tru Fiber•CUsslc and Smooth -Star Mom1na188#39:0 8.quct, Impact&quot Opaque 12J3l=2 Yes Vas• Composite Edge Fiberglass Double Door with or without G delites (IrmwinglOutswing', XX or OXXO JY-N configurations) 7 g. Therma-Tru Fber-Clasalc antl Smooth -Star Nominal 6&#39,8 &gUotJmpact&quot Glazetl 12J312022 Yes Yes Composite Edge Fiberglass Single Door (Inswing/Outswnn9; XconfiguraDan) 8 h. Therma-Tru Few -Classic andSmooth-Star Nominal 118#398 BquorImpact&quot Glazed 12)31J2022 Yes Yes Composite Edge Fiberglasa Single Door with Sdeite(s) (InawnglOut-rip XO, OX or OXO configuratons) 9 i Therma-Tru Fiber -Class and Snrooth-Star Nominal 8&#39.8 &quot:lmpact&qual Glazed 12/31J2022 Yes Yes Composite Edge Fiberglass Double Door Wth or without Sddittee (IneMng/011t.�An , XX or OXXO configurations) 10 1 Therrre-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quotlmpad&quot Glazed 12)31=22 Yes Yes Composite Edge Fiberglass Single Door (Insw WOutswing; X config-n-) 11 k. Thermi Fber-Classic and Smooth -Star Nomin2l88#390 Sguotlmpad8quot Glazed 12J312022 Yes Yes Yas WA Composite Edge Fiberglass single Door vAth SidNRa(s) hnavanglOutswing: XO, OX or OXO configuratons) 12 I. Therm-Tru Fibar-Classic and Smooth -Star Nominal 8&#39;0 &gwtJmpact&quot Glazed IV31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wath or without Soaves 0rlsv Mg/OutsaenMg.. XX or OXXO confguratons) 13 m Therma.Tru Fiber -Classic and Smooth -Stir Nominal 6&#398 8quctlmpact&quot Opaque 12r312D22 Yes Yes Yes WA Composite Edge Fiberglass Single Door wath &quot;Non-Impact&quot adelte(s) (I nswwng/Outswing; XO, OX or OXO configurations) 14 n. Thenme.Tru Flber-Classic end Smooth -Star Nominalfi8#39;88quot:lmpad&quot Opaque 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door v#h &quorf, nIrtgact&quot. S'Idelmas(InsuengJOutswing; OXXO configuration) 15 o Thermal -TN Fiber CC risk, and Smooth -Star Nominal 88#39D 8quo[Impad&quota Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon-Imps t9quot, Sdeirli (I nswingl0utawing; XO. OX or OXO configurations) 16 p. Therm-Tru Flber-Classic and Smooth -Star Nominal 8&#390 &quota Impact&quot Opaque 12r312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door vAth &qu t;Non-Irrpad&quot, Sdelites(I nsrang/Outaw ng; OxXO configuration) 17 q. Therma-Tru Fiber .Cer-and Smooth -Star Nominal98#3988grrot Non-Impsct&quot Opaque 12131 r= Yes Yes No WA Composite Edge Fiberglass Single Door (I nswlrgfOutswirg; X configuration) 18 r Therm-Tru Fber-Classic and Smooth -Star Nominal 6&#39:8 8quot.Non.Impact&quot. Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Single Doorwith S clerte(s) (InswAnglOutaw'ng, XO, OX or OXO configurations) 19 s. Therma-TN Fiter-Class. and Smooth -Star Nominal 69#39;8&quot Non-Impad&quot Opaque 12131 r2022 Yes Yes No WA Composite Edge Fiberglass DW ble Door Wth or mahout Sidelrtes (Inswirglputs•Arg, XX or OXXO configurations) 20 t Therm-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &quOtNon-Impad&quot Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/Outswring; X -figuration) 21 u. Therma-TN Rld -Class. and Smooth -Star Nominal 8&#39:D&quot.Non-Impact&quot Opaque IM112022 Yes ye, No NIA Composite Edge Fiberglass Single Door with S dillte(s) (IrswingrOumeang. XO, OX or OXO conflaura9onsl 22 v. Therm -Too Fiber -Classic and ameoth-Star Nominal 8&#3g,o &quot --Imp.d&quat; Opaque 121311= Yes Yes No NIA Composite Edge Fberglass Double Door wAth or without S'idebtes (InevinnglCkmaianng. )Xor OXXO configurations) 23 w, Therm-Tru Fiber -Classic and Smooth -Star Nominal 8&#398 &quot:Non-Impaa&quota Glazed 12131=22 Yes Yes No NIA Composite Edge Fiberglass Single Door (Insvargioutswslg; Xwrlfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal OU39,8 &quot;Non-Impact8quot Glazed 1213V2022 Yes Yes No WA Composite Edge Rberglass Single Door with Sldeltte(s) QnswAng/Outswing, XO, OXcr OXO configurations) 25 y. Therm-Tru Fiber -Classic and Smooth -Star Nominal 88#39;8&quoLKlon-Impad&quot; Gilded 12131/2022 Yes Yes Nb N/A Composite Edge Fiberglass Double Door with or Without Sldelites (InswingJOutSwing, XX a OXXO configurations) 26 z. Therma-Tru Fiber -Grids and Srtrooth-Stir Nominal 8&#39:0&quot;Nor Impact&quota Glazed 12J312022 Yes Yes No N/A Composte Edge Fiberglass Single Door (I nswlroiOutswitg. X configuration) 27 za. Therm-Tru Fiber -Class. and SmoothStarNominal 8&#39.08quot.Non-Irrpad8quot; Gilead 12131/2022 Yes Yes No NIA Composite, Edge Fiberglass Single Door with Sideiko(s) (InsWng1Outsvwng; XO, OX or OXO configurations) 28 A Therm-Tru Feuer -Classic and Smooth Star Nominal 88#39C&duotNon-ImpacAquot; Glazed 1213112022 Yes Yes Nc NIA Composite Edge Fiberglass Double Door with or vwthout Sidelites InswinglOubswing. XX or OXXO configurations) i18I4�1iC1i4 Cod. Type Vwsion Manufadurw Revl,ion 2020 MI Windows and Doors Caegdy: Exterior Doors subcategory: Siting Exterior Door Assemblies Cornpllance Method: Evaluation Report tom a Florida Rep tired Afcniteet era Ucsnsed Floitls E 5332-Rs Professional Engineer Products 1-Nut Wotlugt Mom. Numb it or Narrhi 1 SERIES 120 ALUMINU M SGD 2 SERIES 420 ALUMINU M SGO 3 SERIES 420 ALUMINU M SGD REINFORCED 4 SERIES 420 ALUMINU M SOD REINFORCED 5 SERIES 420 ALUMINU M SGD REINFORCED ]j(pr y� Manufaeturar Revision 2020 Wayne -Damon, a dlvlMM d Overhead Door Corporation Cetapny: Ellen., Doors Sl bCid.go y: Sacbmal Ecuador Door AsszmWles Corrpllancs Mali Evqualm Rep"M M" a Florce Registered Architect or e Licensed Fiord. F LOW484M Professional Engineer Pooduds 1=11 Mode'. Nuarbn a Name 3 8000/8100/8200$1105 10 8000/81 Oa9200 #1123 11 800018100Po200 #1124 Florida Department of Business & Professional Regulation Pape I a2 Building Codes and Standards 1�5/2021 Product Approval Application Detail enthror GAta rCo pea EndnaarB Lleansa Vatldalad By 5$1e Submitted Dae Finland FHCAmreval egg dgggyyg SIAUS Won Sltlinger Lor RDbenO Lana9 Steven M Urlch, PE 10MOM20 n0J062020 101102020 171152020 Approved 1T17)365.3300 PE-82514 i717)317-8454 bvilhgera-d-re Q aIV Atsuranca Approved for Usa Approval for Usa knew Design Product Desdlolbn Contract Expiration Date In HVHZ Ovelo Ilya Resistant reg5lre SERIES 420 ALUMINUM SGD OXO 12/312024 No Yee No N/A 145-3A&g4o1AWgool. NON -REINFORCED SERIES 420 ALUMINUM SGD OX. XO. XX 12r312024 No Yes No WA 968qud;M808Wot MOM -REINFORCED SERIES420 ALUMINUMSGOREINFORCEOOXO 1MI2024 No Yes No MIA 145.3/4&qud:x96&qua: SERIES 420 ALU MINUM SOD REINFORCED OX 12J31/2024 No Yes No N/A ;(0 ),X 9138qud:x96&qud. SERIES 420 ALU MINUM SOD REINFORCED XXX 12/312024 No Yes No N/A 143&qud:x96&qua, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P 3e 1 or 2 Na11021 - E,M w 2" 20 Data PMkdinia 20 CoMag EhhAteei 8 UCMseyNMated By Validated FBC Approval Appoved Status Dwayne Komish John E. Scales Jeffrey P. Arneson, P E 1 WI22020 D92912020 10/232020 1211512M APProved (330)7e3-6121 PE-51737 (904)821.52M dkomi shy ova yne-tlattm.c Om dralpv A,,raa , Product DMcrodoll CasraU exdrMlonj2m A�glaved far Uss Approved for lhs added 10- InH11Z owside 14 IItNBallt Pressure 9809, Max width. 14&039. Mu height. Glazing I WO 2023 No Yes Yes 31 ODI-35 DO &,,,I k in top or Intelmadlate sedan 16& , Max width, 14&#39. Max height. olaang 12/31 Q023 No Yes Yes .3o,00F33.50 available in top or intemeadlate sedan 1684r39 Max wide 104139: Max heigitt. Glazing 12/31/2023 ND Yes Y.-3440%38 30 avaleble In top or intermediate section. Florida Department of Business & Professional Regulation Page 1 art Building Codes and Standards 1WWI Product Approval Application Detail rider �� S.ffig emir or VAI 21I1! gas Perking 2rdt T113E V- Manufaich- contact submitted FBCAlso-al star,, Rev- 2020 Cordes Dilsicr Ot AADG Inc Tom R&ttay UL LLC Troy Bishop. P.E. 12M W2020 12JOW020 12212020 Approved category: Extend DDors (641) 494.2813 1954) 947-058C subCaepory: Exterior Door Components lom.retteyQesseebtoy.co CorrplFxnce Method: Certification Mars or 1-e11n9 m Fuel 1537.Ra Products Quality Assurance Attaoved for Use Approved for Use Ig¢ast clego, wag rrptlua Mpitm. Nlanher 11 alma Product 0asudi ian Contract Emaalion Dar, In HVHZ Dulaid, HV1u pe:tct,wrc M Pea 1 60T, ?OT. T2T. T47, 75T. 777, end 847 Sngb and Pak, of Flush, Cdezed. and Louvered -gle and pans of 12/312025 Yes Yes Yes WA Doors holler metal doors FloridaDepartment of Business & Professional Regulation Page / d2 Building Codes antl Standards IFP021 Product Approval Application Detail am Code bMIN Dr Date Data Dare PwaArn Date DIUM Yemen Manufacturer C-ded E-bnam&Li- "killed! Be val,daidect ar88np[ms FBC A --,I A-vad status Revision 2020 MI Windows and Dods &ant S011rrgar American Architectural Steven M. Urch PE 11/172D20 lV172020 11272020 Approved Ca NIM.' ildows (717 365-3300 Manufacturers on A-cient717b 317-8454 srbcaegorr: Single Hung bsaanger@rmwd.com C4inpllatnCa McMotl: Cerdtcabw a4adr or Listing Quality Alwasice Aciorovsd for Use Aoori ved for Use knew j>ffl(r$i lea_* Product ModM. t#aMar d Name Roauct Deurlodon coMraa EwdrMlon Ilse in HVHZ outside HVHz g p�e{gyiy, 2 1B5 SH 52x72 Finl"Isin a Frame 1G78G Snore Hung 10/082023 No Yes Flo +60J80 Laminated Glees L (D Z C_ W C0 0 > CDL 0 0 U CIO m O >_ W W Z Z J Z Q J CL SHEET NO. PA 1.0. 1 II 1 fill [ 11 a Se-1,lr I. .,1 1 _ i LIL LI �_! ) I 11.1 -Al t l 1---- --- - - � - - --- I � _.L'1i.e I Florida Department of Business &Professional Regulation Pages d9 Fbntla Department of Business &Professional Regulation Page a1 Florida Department of Business & Professional Regulation Page t d1 Florida Department of Business &Professional Regulation Pa9e1 dz Building Codes and Standards 125RD22 Building Codes and Standards 4f,J2021 Building Codes and Standards Iifi 1 Building Cods and Standards IW-021 Product Approval Application Detail Product Approval Application Detail Product Application Product Approval Application Detail - fief - - -. F.�e.gt - _ .. - -' DYa 12M4 l�tt ..:. ... lmkvpr Dett Bata OaePNidn4 RYA S.s94 t:oi6Yg - DMt Etta But Egthy or tint 21X Data liendirto Pa JUg(g version )yjgpy(gglyrpj Srg111agi Enginer&License Validated By Validat➢d Submitted FRCAporeval Approved Status nisi version Manufacturer SS�di Fig lrt�teua ucerneyail"Odmy YWItleted gd li Arnrovai Approval gtgtw Sys yg)� Maturxfurr g� Emm�.era Ltunaa yas�tad ar g(�g FaCAeorowl 8pgp� ayy Iit➢8 j(J�1� Ma^uracn'ror &.gr�, Endnaara Ltcvrsoyaliwtod er FaePNxdm y�(yg submitted Fec Approval �(yy8 R-i.i.P 2020 Thairma uCorporation Steve Jasp... n Lyndon F Schmidt, P. E Ryan J. King, P. E, 10/0712021 M18FM21 1E1132021 12/152021 Approved Affirmation 2020 PGT Industries Jens Roaa�evkl Meml-Oetle BCCO -CER Mkm'r0ede BCCO-VAL 11p512D20 111050029 11n 112920 Approved Revision 2020 MI Vmndava and Dons Brent Singer American Nch Aedurr Steven M. lunch. PE 100s2020 lororvzbzb 1an5l202o Approval Revsion 2020 MI Wlndars and Dawn Brent Sting. Amen n PtrA t P rarer Ca ledun Stevan M uim, E 1 1 1 122l2020 1rz22020 128102o Approved Category: Exterior Doss (800) 8437626 PE-43409 (613) 787-6555 Cartel snol s (9413486-0100 (786)315-2590 Cae➢«y: Windows (717)365.33M Manufacturers Association i717)31T-8454 Caegory: Wlndol (717)365-3300 Manufacturers As—klon (717)317-8454 Subcategory: SYa in Exterior Do., Assemalei r� ➢ S)esperaorfothermatru.W si bcateg7 Sme. Hung 0 Ir.canskif$pgdnduva .c Subcategory: Horizm[al 9atler bslHhger@mlwd.cwn SoaxCaslpry: tired bs/tlinger�mMd.cdn Compliance Method: Evaluation RepprtlrOm a m Fibrils Registered Architect or a Licensed Florida Cwrpiiarice Method: CarMcation Mark «Lisping Om Cprtpltance Maenad Cetilkalm Marx or Losing Compliance Method CerlifKanm lead w Listing P,desraeeaionel Engineer FLeZ19-R2a Pro(AMZs FLA'15351Hit Pnstluds FtiMS]/9-R14 Pkdaftls Fl.a20481-R7 Products Csulav Assurance Approved tea' the impaired for Use trial Quality Assurance Approved for Use Approved for use 101M position A—,— Apgavedfor Use AMLUAdfgLun jp— 21wm 2liatay&VWaa0e Approvedfor Use Approvedfor Use Ipala Design 4 a Product MOMIL MmbNwllama Produr Oescriodool Corarxl lmlralon Dae In HVHZ outside KV Resistant Pressure Afit, Prnduet Mndm. Manbar or Name Frdt, g control Exaltation BAG In MVXZ oubmild.Ill Retailing it" ProdLct Model Number or Name Product Descrill contract Expiration Dae IU-7t VX7. Out" ill Resonant Primus Sec of Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 9H5500 Itar9a Mser. Mead) VL1yl 9ngle Hung W_' 17r1o2025 vas Yes Yes WA 1 HIS 188 Fin and Flange Frema 73.621nsuleted Glass 02//s2024 No Yes No .551-05 1 185 PW 73. 721nsulefed Glass 04/032021 No Yes No +60/-80 1 a. Thinnnna ru Fber-Classic and Smooth -Star Nominal 88#39;88qupt Non-Impad&quot Opaque 121IM22 No Yes No NIA Composite Edge Fiberglass Single Door (I irl"rglOutaynng; X configuration) 2 b. Thermal Fiber-Claaab and Smooth -Star Nominal Sal 8quotNon-Irnpad&qupt Opaque I213v2022 No Yes No NIA -- Composite Edge Fiberglass Single Door With Sidelie(s) QnawinglOutswkrg; XO, OX «OXO amfgurefiona) 3 e. Thermal FtW-Cl2micand Smooth -Star Nominal all &qum;Non-Impact&qupC Opaque /213l/2022 No Yea No NIA Fiberglass Composts Edge Double Odor win a without Sidelites (IrtsewnpfOutalinp. XXw OXXO N configurations) 0 4 d.Therms-Tru Fiber -Classes and Smooth -Star Nominal7&#39,O Hqux>tNon-ImpadBquot Opaque 72131/2022 No Yea No N/A Composts Edge FlDargWss Single Dow (Iminveg/Oubreng; X configuration) S 5 e. ?harms-Tru Fiber-Classb and Smooth -Star Nominal 78J13&,08qud;NOn-Impala&quot Opaque 12/31/2022 NO Yea No NIA Composite Edge Fiberglass Single Door with to Edg;08qurglaw Ingle Sidd"t«N (InswindOuLswirng; XO, OX «OXO V oonfguradona) No No WA Florida Department of Business & Proft3ssbnal Regulation Page 1 art Florida Department N Business & Professional Regulation �+ d1 Florida Department of Business & Professional Regulation c 6 f Tnerrtne-Tru Fiber-Dle99b pull SmoomSter NOmkul e&#39;08quotNon-ImpadBqud; Opaque 12/31I2022 Door M22 vas Building Codes Standards trxzbzl Building Codes Standards n15r2021 Building Codes Standards +� Composite Edge Flberglass Single (Ira,5inp10utswig, X(AntiguraUonj and and and � iN2pz1 7 g. Therms-Tru Film -Classic and Smooth -Sher Nominal &qud; Opaque 12/31 No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Composite Edge Fiberglass Single Door YAdi Sideile(s) (InsvtiuglOutawing, %O, OX or OXO 8 h. Tru n month Star Therms Flbar Classro a d S Nominal B&#3908 uotNon-Ion 8 (wt O Lie 121311202 2 9 P� 9 Pa9 No Yea _ __.. : ' .. .. - - -- . - .. '- Composite Edge Fiberglass Double Dow iron or gym... 6elity ww LWy 2" pet. pending gut S9114 EDIgIL9[ mtd 1$t6 Dale PNrem )ffia QM 29.4 jmS Date Pwrdm onto wnfiguationses (InswltglOutawBng; XX or OXXO �pZ Y=on Manufacturer g� Erhard Ucerna VaIWrtM ev Vlidated Fill Approval ffig}p,{ Va loin Mrwraeturx cwnact Endrroera Lkmae VaYdted Se Vacated j�jggg FBC Aoorovd A,_vad > ]�jq Version Manurxturw Mgt EMneard DesrHe Validated By Will Submitted FBC Approval boroved Status 9 i-Therms-Tru FiberClassc and Smooth -Star configurations) Nominal 6&#39;88qu04NOn-ImpadBquot Glazed 12J31/2022 No Yea No NIA Affirmation 2020 PGTlnduslrles Jens RasowsM Meml-Dade BCCO-CER Mhm-Dade BCCO-VAL 11A152020 11 Ai512020 11n 172020 Approxl Revision 2020 hill wnndays and Dow. event Sitfiriper LDIS RLomas, PE Steven M. LAich. PE 1006Y1020 10/08202(I 1011912020 12/1512020 Approved Aftxmetbn 2020 PGT lnrlusrws Jells Rosowdl Maml-Dade eCCO-CER MUm-Dade BCCO-VAL 11p5/2020 iip511020 11n 172020 ave0 Composite Edge Fiberglass Sing 1. Door Catapory: Vol (941)486-0100 (786) 315.2590 Cal4gory: Windows (717) 365-M PE-62514 (717)317-8454 Cartel Wan s (641)486-0100 (786) 315-25N (Inisvvinw,outexng, X clordigundmir) SuhCaagary: Freed Ircaarskitipgandusrnes. c SubCat.gory: Will bsfngeramo rl Subcategory: Melons yosciasidgWindusuie9.c 10 J. Therma-Tru Fiber -Classic and Smoolh-Star Nominal 5&#39;8 &quotNon-Impact&quot Glazed 12/31 0022 No Yes No WA camp 11me. Method: CeHHeamn Mark ar Listing om c oiler- Method E.Waim Report tom a Courpuerxs UMbod: Cernlca8on Mule ar Lfainp ern Cwnposlte Edge Fiberglass Single Door w4[h Flodda Re9lstsred NchiMt a a Licensed Florida Sidelite(s) (In9wlug(0uthil XO, OX a OXO PLA2434t24 ProdllL4s Prdessid,d Engineer FU(R61•It15Produ c configurations) gy�Ass}6i5e Approved for the Approved fin Use � l Q,aey Aswrarna Appraised the Amrovetl for use I� l� 11 itTherma-Tru Filer-Classc and Smooth -Star Nominal 6&#39;88quot;Non-impad&quM Glazed 12131I2022 No Yes No NIA P s Composite Edge Fiberglass Double Door with or $_ # &ad 2 Model. Nrerber w Naum Prat Daacrlation ewdrad Emiratim Data in Ij)14j Outside HVHZ ResistatPreawre it" Product Modai. Number or Name Pro" Description contract Wralon oat In HVHZ outside HVHI g pressure Wtp tSeethes (Inswirg/Outeonng, XX or OXXO 5 PW-5520 i.Luge Missile lmpecii Vill R-ld Al 04f502025 Yes Yes Vee N/A QuIWAesuranw Araowd for Us, Approved fee Use InagEt gall i Mua[ns for All Doers and Windows Aluminum Mullions OS/262020 Yes Yes Yale WA 12 I. Thermo-Tru Fiber-Gamo asc and SolhStar configurations) Nominal 7&#39;08quOCNon-Impapti'l , Glazed 12J31Y2022 Ne Yes No N1A NAGY 2 Reduce Model. lemberwName 5794 certrct Canaalian pate Vertical Aluminum Muslim 12nt2024 jpl No i Yes Resist nt Yes P_raaMue Nth Composite Edge Fiberglass Single Door i rriwing/Outsvrelg; X wnfaurabon) 13 m. Therma-Tru Fiber -Classic and Smooth-Stpr Noll 7&#3g;0 &quot,Non-impact&quot: Glazed 121310022 No, Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (insyanglOut—ni XO, OX or OXO configurations) 14 I. Thermo-Tru Fiber -Classic and Smmfe-Star Nominal 8&939;0 &quotNon-ImpacIAqu,l Glazed 12/3112022 No Yea No NIA Composite Edge Fiberglass Single Door (InsyAnglOutswng; X configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Sear Nominal 89oll &quot;Non-Impact&gol Glazed 12/31/2022 No Yes No NIA Composite Edge Fiberglass Sing Le Door with gns»ingloutswing, XO, OX a GXO Florida Department of Business & Professional Regulation Pape 1 o Florida Department of Business & Professional Regulation Pegs z dz Florida Department of Business & Professional Regulation Page 3 PT4 16 p. Therrna•Tru Fiber-Clas9b and Smooth -Star configurations) configurations) Nominal 8&#39;08quatNon-Impact qua; Glazed 12/31f2022 No Yes No NIA Building Codes arid Standards 1A2021 Building Codes and Standards 10+9202t Building Codes and Standards 302D23 Cwnposle Edge Fiberglass Double Door Win or wdthad Si liter (I ri-ing/0utsvving; XX or OXXO Product Approval Application Detail Product A oval Application Detail Approval PP Product A oval Application Detail Approval PW 17 q. Therms -Tort, Fiber -Classic and Smooth -Star confi9urn[Ivnsj -I 1 112022 hlwniul 6&#39:88qupt;Nvn mpact&pu0t Opaque 2f3 No Yes No N/A ConoperaEd9e bergss S gDoo swtt Transom (Inavd rgy0utavang; OIX cordguration) - - - - - - 18 r. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8 &quotNon-Ion act&quoi; Opaque 121312022 P No Yes No NIA spat lntav ores gM-s �(s Dee. pNMna Data S@9g Fdtl�31 pig �ffiy Date Penam 20SBg! s FUN or $�! � Cat, Pmdng 120tce Composite, Edge Fiberglass Single Door Arth ]Yea Version Manufacturer Coact Entieua License Validated She Validated Submitted FBC immaval A,,,,d aSitrsi SY➢i )tM,g1pD Manurxturar c oad Elonsua Ucu Yaidated air yalidted FaC Approval 8paraygp status jugs versiont Manufacturer ggg,ssl FaMnsaraUcerme Ynudatea 9v r�l�gltgSubmitted Fig Apewal Mo_mvee , Iand Transom (InaynrglOutswrg: O/XO ., Revinian 2020 Jans9 HaOit Bulking Praducb. Inc. Chad Dierks V. Andrew Tan John Southard. P.E. 01A5202t 12/142020 D1A82021 ping FBC Appn R__ 2020 Ahba Nick Th«npsOn Lyndon F Sks, P.E. Ryan J King, PC dxm 02J152021 UWW021 02=021 04n3r2071 Approval RerAR­­2020 OAF Will l Wall Robert Neirl JWn W, KnePE zeva 12119=22 12H7Pa022 12f-IW2022 02ID712023 Approved 19 e. Therml F berLlassic and Smooth -Star or OlOXO IOX or oomiguatlons) DICK Nominal S&#39;S&quot'Non-Irnpad8quot Opaque 12MI2022 No Yes No WA Cat.gial Panel Wells (fil 543-8359 PE-BlW2 i352)367-2526 cw.gorya Panel Wells t330)9M.2389 PC43409 (813)751-6555 Catagol Rol (800)766-3411 PE-WIS6 (9l 772.6224 Composite Edge Fiberglass Single Door wN, "Casgory: Siding child d*.kaWjeme.hrd S be tegory: Seeks Mhampsan(talside.ewn SubCat.gury: Asplaa Snnges mshenngai.com Siddie(sj (InsyAng/Oufsvdng-, XO, OX w OXO Compliance Method: Evautatim Report tom a e.eom Conpliarks Mrelrod: Evouellm Report from a compliance Method: Evauation Report from a Continuous Head and Sill Configuatiaral M rkb ROO .m/ Architect or. Licensed Ft«ba Florida Registered AfchHacta a Uonsed Florid. Rome Registered Architect a . Licensed Floods 20 t. Therme-Tru Fiber-Cimak and Sem.th-fir Nominal gal &q—t: Nandnpad8quot Opaque 1213l/2022 No Yes No NJA Prafessbnd Engineer Professional Engineer Pro essional En9inear Composite Edge F/Outss Single Door with Sdelite(s) (Inswinphe lOutswing; XO. OX w OXO FtUH3fY2.RB Products FL015272-Rs Rpd,m Prodlds Continuous Head and Sill configurations) Quality Assurance Approved f%Use Approved for Use gppsst Dealer, IDurily Asswadca Approval for Use Approved far lose I011➢aa1 221111121111 Approved for Use Approved for Use kDDW D#Ikr 21 u. Themq-Tru Fiber-Claccb antl Snrooth-Star Glazed 12r3112022 Nominal 6&#39;8 &beefass No Ves N. NfA $ea a Product Mo/N. Number or Marta Product Ducr1 lOn CW"KI Efmaakn Data to XVHZ Out" HYHZ ReNsunt re aau k Protloxf Model, lksnbr or Memo Product Dseerlatid, contrail Ernlrallon bra pin KVNZ ddelde HYHZ RaNatwY Pros_sura �1� PrNArct Model. Number or Nana Product Description Contract Expiration Dae M HVHZ Cuasltle HVHZ Pressure Ocipt Compeste Edge Fiberglass Single Door With Single SidNie{sj (InsyAng/Oulswlrg', XO, OX or OXO 1 Cemplank Lap Sidep ibex-ttrrront Opening 12lJA2tr23 Vas Yes NIA NIA 1 is. eLiu«2T&ga01, ,soft Vert aSold VlnN Sofa 12/312023 No Yes No rl/A 1 (3AF AWhal Roo/9hnples lOr use In FBC non-HVHZ FAxer➢ass mini«ced 34a1g.lartsnaed, 5-taD antl 12/f62025 No yes N/A WA Continuous Head and Sill configurations) 2 Hard.Pleak Lap Siding sleep -cement rep sding IMW023 Yes Yes NIA N/A 2 b &quo;yoliance T48qud. Soft Vent or Sold Vinyl Sam 1 b31 r2023 No Yes No WA juristlietlWs hiplridge e"nalt shingles 22 v. Therma-Tru Fdoe—Cialwo and Smooth -Star Nominal 8&039:0 &q-t, Non-irrpissa8qu04 Glazed 1213112022 No Yes No NJA 3 c. 9quotCtembrlu Vlntepe Beeded6439: Soft Vam or Send Vbyl Sofa 12/312023 No Yes No N/A Composite Edge Fiberglass Single Door with 4 d. &qud;05Lqud; Sotto Vaht or Sold Vi l Safe 12131,2023 No Yea No NIA Sidelile(s) (I n9wingtOufsvi g; XO, OX a OXO 5 a. &qua;Charter Oalul l; Soft Vent or rod Veyi Self 121312023 No Yes No N/A Continuous Head and Sill configurations) 6 f &quot:SuW Spen&quot Soffit Val or Slid Vinyl Soffit 121312025 No Yea No NA 23 w Thermal FiberClassb and Snlocth-Star Nominal 6&#398 tiquot;Nan-ImpadBquot Coed- 1213l/2022 No Yes No N/A Composite Edge Fibeg law Door Panels with Vented Sidoiatol (I navdngtOutsw'rig, XX )i or XX)OC onfgurations) 24 X. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 4uotNon-1mpad8quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberg lase Door Panels Ath Vented Sideike(s) (Inswir glOumwi1g', XX XXXw XXXX confgur.bons) 25 y. Therma-Tru Fiber.Classic and Smooth -Star Nominal 89#39;S&qucf Nan-Impact&quota Glazed 12t31f2022 No Yes No NIA Composts Edge Fiberglass Door Panels wash Vented Sideiths(s) (InsivingiOutsweg; XX XXX or XX)0( Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Page 1 11 Florida Department of Business & Professional Regulation Page I di configurations) BuildingCodes and Sta rdards 1082021 Building Codes and Standards 9 116=2t Building Cods and Standards ifi/2021 26 z. Thermal Fber-Classicand Smooth -Star Nominal 8&#39;0&quw;Non-Irrpat8quot Glazed 12/31/2022 No Yes No NIA Composts Edge Fiberglass Door Panels with Vented Sideim(a) 0nswngfauming, XX XXX or XXXX Product Approval Application Detail pp ppl Product Approval Application Detail Product ApprovalApplication Detail oonfgurations) - � No NIA 27 za. Therms Tru Fiber-Gasaro and Smooth Star Nominal 8&#39:88qud;Nan Irtlpad8qu0t Glazed 12/37I2022 No Yes Composite teEd9eFberplass Single Door with 3M39 0 - : SidNie(s)QnsvnnplOutsvdrg', XO, OX«OXO D'e.�Entity cor Qtdg Dela Pmdm gglq CiQQt r! iM g pig 291 One Pending $gg EuWN or - 11�e Z,g oat Psndno gglP 28 to Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal Bill 8&quot; Non-Impact&quot Glazed 12r37/2022 No Ves No WA lY➢a Version Mabutncturer contact Engineer B License Validated IN ,gajr, Validatd sulemb,st FBC Acervvd 8,,—d Rea mm Varlgl Mdwmaeurer gp)gact Enrirwxa Lkrwe ValidatedW sgted FSC Armroyw Asionishod Mtut TV" VerNm Manufxurr Corded bgaur a ucansa Validated! all Validated auCmMed FBC Apprel Appoved Matus Composite Edge Fiberglass Double Door with R—son 2020 TAMKO auhding Products LLC Karel i R Wen NknaMn John W. KnezeNch, PE 101)U2020 OE9292020 IWI22020 12M SI2020 Approved Re isbn 2020 L V. Thompson. Inc, del Thompson Architectural Tory ChrlNlnan Zachary R. Rios Steven M. lklch. PE 09/172020 09/162020 0927f2020 12/152020 Approved Revision 2020 Florids Mete Products Inc. Cl"Jones James L. Blleker. P.E.Q Steven M. Uridt PE 09272020 ga252020 10,042020 12/1rs2020 Appoved 3&#390 Sidelites(Inswirg(Oulswl OXXO Qategary: Roofing (071624-5644 PE-5weli (954)77Z-6224 Metals Company (TAMCOi (813)248-3456 PE-74021 i717)317-8454 Laeady: Ral (004)783-8400 CBUCK Englneerhg (717)317-8454 configuration) No WA S bcate pry: Uhdarltimall kern Wenilgtamka win Category: Recall tmyQgw Voom,g.c«n Subcategory: Roofing Movesanas that nor an dxtgnameo men PE-31242 29 ze. Thenro-Tru Fiber -Clash and Snrooth-Star Nominal 88#39;0 &quot Non-InpadBquot Glazed 12131/202.2 No Yes Compliance Method EYaustion Repot tom a &Q� 9 ssoriSysteess that are an Inegal4ncre 1ilhe tooling stem Composite Edge Fiberglass Single Dow with 3&#390 Flodda Registered Artnlact as Doonaw Rome NilrRo finer Evaluation odium Repro{ from e SidNis a nsw(n Outswi ' XO, OX or OXO () Profese.rel Engineer Compliance Monad Evaluation Report from a Florida Registered Arehltact d a Used Field. 30 zd. Ttierma-Tru Fiber -Classic and Smooth -Star configurations) Nwnrial 8&#39;0 &quptNon-ImpadBqugt Glazed 12I3112022 No Yes No NIA Rolla Registered Architect era boar dFlorida Prdessbnan Engineer Composts Edge Fiberglass Double Door watt EUn2328-R9 Products RaesslonN Engineer F Le215ap-R2 Radums 3=39:0 Sidelites(I hawing/Ol11aWIng; OXXO Qua ltY Aseu—, Aced for Use Approved for Uses ➢kkig FLAIM"3 Products conflgura[wn} 0-0 Product Model. Number a Name Product DeaprMbn Cwerad Exaaalion Done ,(Breast Outside HVHZ In HVHZ R,,W+d Panwa Qra'er Assurance Approved for Use Approved fa Use Impxt 31 ze.Therms-Tru Fiber-Clasilc and Smpom-Star Nominal 79#39,0&qupCNon-Impadl5quot Shelter 12J3112022 Series Composite Edge Glazed Fiberglass Single No Yes No NIA 1 TAMKO ROO Untlerlayaments(HVHZ) Roof undenaymmh for use n FBC HVIR 06292023 Yes No NIA NIA Aw Product Mom, fasnber or Nano Qualm Assurerka Product DnonuWn ctrl Essenal 09, Approved far I,,HVKZ Use Approved for Use Dutw. HVHZ kill gj ResistantrV 9e9221 aV=w • Aw 3 Product Modal. Numb" or Name 3- FLAM00 dquot:RV 10 Ridge VeNSgUd: Rods bascrlMlor, CprdractEmlrellon pate Aluminum Ridge VOrI W pitched roofs fabricated 121312024 It, HVHZ pull HVNZ Retai g Preassire No Yes No N/A Door with or without 1&#39:2 Sdel4e(s) lunsdapens. 1 TAMCO Fla Top Oft-Podge, Vent with Bane for The 26 ga. static rmfvenpkdor wuh baffle o9f0g202S Yes Yes N/A WA from 0.025' Aluminum (Inswlnp/0utswing,XOX XO Or OXO confglura[ions) 2 TAMKO Rod UnlbrWyf,xnt9 fNON-HVHZ) Redundedayments f«us. rs FBC nmNVH2 O6292023 No Yes WA N/A 2 TAMCO r3aseneak V4N 26 ga. 09J082026 No Y08 NIA W/-52.5 laiedWms. 3 TAMCO OIf-Ridge Rods Vem,viM Sale 26 ga. static rmfventilator eft Integrated battle 09l092026 Yes Yes NM WA 4 TAMCO Round Top Off-Rltlpa Vem,vph Battle fa Tie 26 ga. lobe rootventilit« with bale 0210al Yes Yes NIA WA Florida Department of Business & Professional Regulation P.R. t of I Florida Department of Business & Professional Regulation Peel 03 Florida Department of Business & Professional Regulation Papa 1 Of Florida Department of Business and Professional Regulation Building Codes and standard 19=21 Building Codes and Standards 1l712021 Building Codes and Standards 2 82023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval APPIIcaDOn Detail Product Approval Application Detail pP Pp CaGZhgtvLVL. jygq yank➢. o _ - Sdffiard prancer&Llcaea vesdbd ev 20 Put Irate FWndng _. tide Validated 6townduw FBC Apomyel Acican pp sous DeY! Tvoe V-1- _ Manlitio" r Elggt.0 ,cgtld EmMeerd Liceree VNYrad By )Ma Validated Dint Data Pendm x11&m&sd FBC Appeal .. .)sits Amstroinfell - 4gg4 Moat. version - ..-_ Manufacturer Emhv or - - cg"It Engineer a License Validated By Kitt 210 DW Penang 20 vuaaw eubmalag FSCAporOvel Amp $1113a FLN6258-R31 Re son 2" Lormar- Katrina may, James L Buckner, PE Steven W Unch. PE 4123/2020 11232020 11/2 020 ping FBC Am, Revision 2020 Baal steal Anderson Rabin IPPMO Uneorn Evaluation Gary W Welker 11e03/2020 I1+r72J2020 11/05/2020 Approved Revision 2020 Global Protection Products, LLC. Ton RWnaon Wait.A Tile Jr. PC John W Ko eaNch. PE OW612020 D9/0812020 10A12020 12M5020 Approved Cotle 1114flYS1: gAl,@ 2at& QAtA Date Status Category! Roeing (5011983-6163 PE-31242 (717)31T-8454 Categal Rooms (601)380-6091 Services LLC (205) 854-0160 Catelool Shutters .954, se9-7545 PE-44167 (914) 772-6224 ype Version Manufacturer Contact Etlgineer& Validated BY Validated Submitted Pending ARproved Approved SubCahgpry: RocAng At..—. that ale an IntegriPatafine RomngSystem Iddleygtkxnanco.ewn subs t.gory: R-Ing Tile. Ca EvWua ion Report frema RotenAndenmGbo l.m m subcategory: Storm Panels tim.rotinson �pppenro Revision 2020 License PQLYGLASS USA Maury,AlperL John 10/26/2020 1012212020 FBC 1211 512020 Compliance Matinoa: L�rrpatbn Report tam. �' ll— real Pradun EvaJwtkn Enay Conplle,ce Method: Evaluation Regal tome Florida Registeredhdn4eo Florida m Category: Roofing S954233133OSmalpert@polyglass.com Robert Nientinen Knezevich, PE WMAL Florida Registered Architect or a Licen red Florida ova Licensed Professional Engineer Subcategory: PE-59168 (954)772.6224 11/01/202() Professional Engineer Pr FIAV8laR12 Products Y rtents FLa17202-M Rod 1c Quaint Assurance Aooreved Tar Use Approved for Use �. t� FLe/5o78d8. Products Coen Rance Method: Compliance p o"WAssuraMe Approval for use Approved for Ilse ants 6 Product Model hate ar wen. 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Product Oe.crid d, h, I li o aft aHVHZ litelMdla Pre_ur. a Florida Registered Deck-Aa"DA-4w7PI-Bi l0-k-A,DA-4 LolProfie Pdypro ..Plastc,pool 12/102025 No Yes No .975147.5 17 Swony$00- Slate Shake amp: Both Shake FWIPreft-Makton CA 12J31f1020 No Yes NIA WA 20Gage GdveneedSteslSk—paneslHVH2 ComlGalvanized Steel StomnPanNsrel IM12023 Yes Yes Yes WA ArchitectoraLicensed Mechanically Attached to Pouted Deer 18 Sesony 800 - Slnie, Shire demo: Split Shake Flat Profile - Rillo, CA 12J312020 No Yes NIA WA n. w nor by tacks to prwida t.1 a Panels Florida Professional 15 20 Saxony700- Shake ,Slele&amp:Soft Shake many 700- Shako, Slate damp. son shake FlelRdlk-StoektonCA 121312020 Flat Profile - Rialto CA 12/312020 No No Yes Yas N!A NIA WA WA 2 24Gage Galvanl2MatedMamPflnda/NHVH2 C«NlaietlONvanlzetlSrEel9tOrmDanelsateinetl 12731202] t St—r «nor by rack, la pwitle himcane paettlon No Yes Yes NJA Engineer 27 Tales Espana I Barcaima High Profile- Katy, TX 121312020 W Yes NIA NJA FL#625"31 Products 25 calla Low Profit - Katy. TX 12/312020 alp Yes NIA WA 2W&y Assurance ADDrOved for Use AMMACIOLU22 IMWA Design Ben 4 Product Model Wahl or Non— Product Descri ion Contract Exdrarlon jD,�jr j $q Pressure Data 1 Polyglass Roof Underlayments Rooeng underiayments 10121/2022 No Yes NIA +N/Al-r3Z2a 1 Polyglass Roof Undedayments (HVHZ) Pdygiass roof unldenayments for use in FBC 17r23/2D23 Yes No WA WA HVHZ Juriadiciiorki 2 Polyglass Roof Underlayments (non-HYHZ) Polygiass roof undenayments, for use in 12123/2023 No Yes WA -Nil FBC non-HVHZ jurisdictions. Florida Department of Business& Professional Regulation Pa g Page i a 1 Florida Department of Business 8 Professional Regulation P.Q 1 pit Florida Department of Business &Professional Regulation page i art 1 Polyglass Roof Undedayments (HVHZ) Poyglass roof undenayments for use in FBC 12/2312023 Yes No WA WA Building Codes and Standards ill Building Cods and Standards 100021 Building Codes Standards 1rn2oz, HVHZ jurladk➢ons. arid 2 Polyglass Roof Undedayments (nan-HYHZI roof unde.Yla for use n 1212312023 No Yes WA +N1A1-822.5 Product Approval Application Detail Product Approval Application Detail Ill non-HVHZ bons. FBC non-HVH2 judsdidlwls. pp Product Approval Application Detail 1 Pol ass Roof UnderM ants HVHZ Yd Ym ( ) I r untlerla marts T4x use in FBC1Z'2312023 Yes P ass iJd dY9 Y No WA N/A WHIZ juiedihons. F .. : - - 2 Polyglass Roof Undefiayments (non-HYHZI Polyglass rod urlderlaymeMs; for use in 1712312023 No 'unsdir�txre.ssi Yes NIA +N/A/-822.5 � Entity or pad p}t{q Dana Pending ELM3t &ts 20 Doe wndm GitlflYPC �! �! Date �q FBC non-HVHZ 1 Version Manufacturer n I Validated Contact Emil near&Llpenae air Validated F I a oral submitted BCAoarova Approved Status jugs Yrelon Yaut faun Errmneer &Dcanr Validated BeBFBCAmroval Y y $lllm➢Iffi 9t�1ag a4figg �. Ve�oni Manufacturer ErwmwaLicweayaima.dBy ,—.[enilrea ypj�g FacAmrv,ra )loomrei g nyt(ug 1 Polyglass Rod Undertayments(HVHZ) Pdygiass rod undenayments for use In rBQ 122312023 Yes No NIA WA Revision 2020 All American Shutters and Glass Mks Barbieri Frank L, Ben ardo, P. E Troy Bishop. P. E. 10/2812D20 1011512020 11IM20M 12J150120 Approved Revbipn 2020 Alpine Stuart Leers ICC Ev.1,athen Service. L LC wham M. Ranirl PE 10/31J2020 1W20020 1V352020 1/452020 Approved RaNabn 202C Commercial Ccnaete Predudalnc. Robert Gih. SamuetA GreenDerp John Ho/ 12J,92020 /2/1872020 12i'l done FBC Al HVHZ juriadidions. Category Shutters (561 712.9882 PE-0046549 954 S47.0880 ( j Category: Strudurel Components (]217710-3377 (4071681-1917 Categorycry: Pod Carproduce i813)651-3707 PE-34245 (3521588-5311 2 Polyglass Roof Underlayments(non-HYHZ) Poyglam roof ureteral eras, for use in 12123=3 No Yes NtA +WAI-622.5 SUbCaittr➢dry: Storm Panels ebb frik) allamericanshune subcat ory: Truss Plans eg slewia lnenw.com �a P subcategory: Products imromced as Result of pnanstgetor�yehoo.com FBC non-HVHZ Junsdictipna. Compliance Medial; Evaluation Report trams rscom Cdnpllance Method Eveluelion Repot 4ome Nor 7eMrwlapy Florida Registered Architect or a Licensed Florida Raved Eveluatton Entity compilarca Method: EyelualCn Raw from a Professional Engreler Flodda ReglatiedArchitecl or. U—sed Flodda FL#iBe9A7 PtotlurJs Prdesaionai Engineer E1.9 7eBE 12911 cts QualityA-- Aeprpved fpr Use Approved in Use impact assign Quality Assurance ADorovedforUse Aoprovedfi Use Impact Design Fggg Product Model. Nunb4r Or Name Product peaerlotlim Contract EttDaalon Dae In HVHZ QAads HVHZ Resistant ppgM((g f131T74•Re Prodxts Sag_a Product Model, Number or Nam a Product Description Contract EKplratlon Date in HVHZ Cuticle HVHZ Restatent Pressure I ITW BCGfAil Hier Strength iH damp: S) Motel Connecter Plate 1W12024 Yea Yea NIA NIA Quill Assmace Aopraved fa Usa Amraysd for Us, broad Design 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12J312022 Yes Yes Yes NIA 2 ITW BCG/AIN. Hhg. Plate Metal Connecter plate 1 ZW2024 Yes Yes N/A N/A Seo a Product Mom. Number for Name, Product Deserloden CwntraN Expiration Dee inNil O"Ck HVHZ lotesifteast Preswn 3 ITW BCO/Alpine T.I. Metal Connect«Plate 12J3112024 Yea Yes WA NJA 1 pushy Precast or Comnwrdal Concede Products Precast and Prestrossed Carl Udall 05R5/2024 No Yes N/A NIA 4 ITW BCG/Alpine Wave MOW Contractor Plate 1211112024 Yes Yes NJA N/A Florida Department of Business & Professional Regulation Page 2 or2 Florida Department of Business & Professional Regulation Page I d1 Fionda Department of Business & Professional Regulation Page i of 2 Building Codes and Standards 3612o23 Building Cods and Standards eJ14nd21 Building Coda and Standard s2e2az, Product Approval Application Detail Product Approval Application Detain Product Approval Application Detail En1iN or - 211 24t Dae Pengm gi1i ado .. o� 9@ _ !Stem or Doss 2Y4 094 Perxdno Ott . .. .. g u .. - �i-➢. Qe_ a pending. . _ lie l em uc Version Manaturer. Cretatl Gwerr BLerns4 Yelltla.lair VrWted submitted aAmrovel Approved Mu Vrsn aa MnduaContact aLcnYIrr L J vidted submitted Fill Aooraal A—,td ait. yga Val MaJ a CErabe8 Lkme Ylideted Validated ,)� J� FBC Amaral rya Revision 2020 MITek Inc. Erin Walden ICC Evelu dim Santee. LLC ICC Eveluallon Servce. D 1A32023 t 0 2202 22 01103r2023 Pp1X wad Revalon 2020 Weyerhaeuser I P. ROD 6aldYdn ICC EYawapon Service. LLC en Lenra, E. 021022021 10n3l2020 02/03/2021 Approved Asinnatbn 2020 Alpha yaUmnum, lop. Jose 9Na Luis R. torpor Steven M. Ufich. PE 110 82620 1//162020 11202620 Approved Coal Srudreal Components (952) 8%-8635 LLC. c ls9W: SMudurd Components (263) S24-047D (605) &V-3288 category: panel Wells (4071 509-2m8 PE-62314 (717) 317-8454 Subcategory: Trust Ponta evaldanQmicam (205) 599-980 sdbC*epryerLumber S d CdKary: Soffts alphaaturynurnn.Qyaho aK. Aped Evaluation Report from ds Method: Evaluation Reoma euser.com ComplianceMethod:Eveluationttor. Report time o.00m PMduct Evaluetlon Entity Product EwlueUm Entity Florida ReglslEred Archifact or a Licensed Flwlda F Irx2197•MO PrOrMC(s FU85274U1 Raddds Refeesianel EnDneer Oualty 0.sswrsu Approved for Use Approved for the !P]P.igt spin Quality Assurance Approved far Use Approved for Use Impact D"Iti 1 ass # prpdrel Model Number a Name Product Deseriodon contrail Doe 'n HYHYes Outside HVH2 $ Prsssua Product Model. NuMeror Name Product Dexrielkn Cwdracl Ezdratian Date Oufeide HVHZ OlWltr, Assurance A000y4tl for Use Approved fair Use Impact Dealer 1 M18AHS 131,2024 14 ga. ste'ngt CmncQw plate 12/312024 D Yes Yes NIA WA 1 Mkddbm LVL Lumber 03f312023 Lrrallel 0and No Yee WA WA bleak Rolex Yoder. Number a Napre Product Ooscrimion Cweract Ervnattpp Ora � Duelrb NVHZ 3e P�aeNg 2 W18 high strength truss connector plate 1213 16 9.. wpr high Yes Yes NJA NJA 2 1 Parneem PSL TmDet9trend lSL Wiriness 03/312023 ,and nd Lumber Larruneetl Sfrnntl LUmbet 03f312023 familial No Yes NIA NIA NO Y. WA WA 1 Alpha Alultlmm 9ditl BBmp: Vented Aklmin9m Soffit/ Alpha Aluminum 9dltl d9rip: Vented Tsuminum 07/302023 No Yes No N/A 3 MI1fi s fDe Il to ga. buss cmnedpr pate t2/312024 Yes Yin H!A WA 4 TJ Rim Board Struduai Composle Lumber «Qxented Starsf 03131202] No Yes WA NIA CMU 9.mp; Wmtl Seftf CMU &amp'., Waal 4 MT18HS 18 ga. high strength trust connector plate 12/312024 Yes Yes NIA NJA onto Rim Board 5 MT20i8 20 ga. high strength Im.s ewxneow pate 12/31/2024 Yes yes N/A WA 5 Weyerhaeuser Rim Board Oriented SlarW Board Rim Board 03f312023 MO Yes NIA WA 8 TL18 M718 1492 suss Connecter pates /2/312021 Yes Yet N!A N/A 7 T1_20, M720 20 ga. muss connector pates 12131=4 Yea Yes NIA NIA March 6, 2023 alleal ++ (1) C Ronda Depar(marit of Business & Professional Regulation Pepe l of i Ronde Departnerr of Business & Professional Regulation Age 1 d 1 Ronda Department of Business & Professional Reputation das 1 d 1 Flodda Depa. ti, m of Business & Professional Reputation p.q l er 1 . U) Building Codes and Siam lark 0,10 22 Building Codes and Stsrldards 06rn22 Building Codes and Standards 4710R092 Building Codes and Staandarda a^ Co U ProNUCt Approval Application Detail Product Approval Application listed Product Approval Application Date Product Approval Application Date O ate-•+ teatft EdBror am Dale PPnina gMa cents F.eflhLPa Q!ft Do D I P and alk 926 EstlMrr gca Rik Dole P.DiaP era 22& Eaft Or 29s OAK D bPoPim am 0 TM Vim len Mo.abot m COOMe Gedrber U.1"of VSIWW _0jIR valoipl subNto FaCAderowl Adsrord Sft4Y Tjr9r KIaion Mmuledumr 4;omm go Lboma VIIWMdar Vaeatd aptlwt"O FRCAdem of Adsrordd $*in TSB! *,Vo- mo"bol nr Ply GPdrviliww V*lk%*W xwwtd Svb.W FBCAeere.ei ire i 1}g �b 11114,01mitun. fe y Eedepri WaneP ValliPbdp yodeled I PIC Aawwar ApprouW. Win {L— /\\fRRVV A11kmP1Wn 20M Pee corporate, Joe Heiden Send Window and Door James L SUOrner, RE a 07M4/Z 07)141l020 (17=12020 Approred Alkmatlen ZOZD POU Corporation Joe Holden amid Window old Door T E. Lunn, PE, LLC OTM4(2020 aT11412070 07/2212020 Approves Anrmetio n 70M POW CorpoMbn Jos Korean Sandi Window Ora Door Jame L Bud oor, P.E. a OT1140070 CV1412020 071204202C Approsed A1Wme1Wn 20M Para CarporPtbn Joe HayMn Bard Wood. Schsekr T.E. Lunn, PE, LLC 07114r2020 0711412020 071221200 Approved }1 cd•ariF Wnoaas RCI~ Mswilectov AMOclaln CBUCKISM01"dng CPIea4ryc Windows RDDMedn Menu dauterAOsoclstlon (68t)W54466 cdlearr. Wired"itOtlf*pn MPnu1a09lierAss001dbn CSUCK EnghaMrg 0et/a4rK Wnaprs Robinson PE-4H39 1651)054466 �� � ♦ V) �./ iPdCdeary: Mgle thong (641)014N98 (661)42141927 laC.epon, SW■IO Hung (641)0140M ambCee--I-Food (641)amI Som (Wl)BI4927 a.eadyary. 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Product Approval Application Date Product Approval Applloation Date Product Approval Application DOW f 1W ttl a"1 01.1112111141114, FLUNgwa—t2 - jR.dt rAtuOr 21a no Dab Podee RM Coide SpAcyOrr 284 Raft Dale Perrm RO Cyr ti9tl0[.Q am Daft D.b Rod oe go i� 1�rL Masoporuror Co Emil" riti"ma WIWbd Bs gM W Sdfmi FBCAdowof AD ap t alarm Tom!Wang" ram•bdumr case VWMtbd BY w 6a rlvo ftd FBC AsereW AApgtrmmid aum new 1*nbe MsnebNunr coalag Gedw.f A tioaem II/tbd a7 ATlrnmthen 20M Pout Corporation Jm Hayden &.0 Whom aid Door James L Buckner. RE. CTM V20M OT11412M OUM202C Approved AnmWbn 20M Pole Co lecedbn Joe Hayden amid Women W. Getr, alter, P.E. T.E. W nrW PE. LLC 0771412020 07114*M 07120=0 Appmued Alln'"Wn 2020 Ptb corPordden Joe "Wo, el W 100-erd Doer Jonas L Buckner, Pa IS OTM412CM 07/1412020 07/252020 APPmved 0dcaay--Wndows ROtI1Hon MMUUo1xOr Association CSUcK EngW*Mrg CdegmY.WMdowa Romnoon Pr-mI35 (581)02"488 canto. e4mb, Opus Rotmmn MMiao%m,Ass Wbn COUCI(Englneedry arrdcw.r�F Hormmwl Slid. (g411s214o95 (561)41141W aubCaleaorY. Hatarim Slider M41)e214= Subcategory. along OeMar Dw Asnmtra M41)01-G M (Wl)0141&V 0emplioep Ne boil comfication Mark r 1lstlhe pollaprpdugpppmxal®de G—pm— mdbed: EwluoWn Rapdd horn a pNlweduchap-60PO C."Nonw MPHmd: Collection Mork er UetM9 p.1i prods dOpprox OW Flange ROQ*MW Archhodt W a Lbensed Folds ue.apm O.W. PUHla14f7 Pibbd, P,ofimbnd Engines, FLdM4a411a Purim AnrardM W. losses � FLM2111-ail PredYele ➢I■6ftaM�M N�m.Wa aM�Ytl latMsi 2a■M Sgj PrdM Mudd. Muedr or Nees g ,� in HVH Cuishis HNIZ JRaskftm p�, GPPWAwerates Aeawd tar Uso Aesm+md For Use Me�ag Dow SgE Prdum MddL Muwdr at News, i COMIW aohdlee DOb himma outside NVMZ Pneum 8MO► 10rM Seim Window Mrg1BWMg Wrxlpw Gar or fa7, 7SilYxaO.1 0i127R023 No Y. I'b +7530 NO P amd rd.L Numb. erM.M PMmdOomMolMn Caeem EzpkwM 0.r IP NWAQ OuaPW HVHi #bob*" eaaaal Serb. t070l23 ablrgCbsOmr Mry12JWMfe110X'mdlrg Oom Ddan par Y96•} 11I3p12021 No tea No .'lit-26 2 Sorles 10MI) SIbWg Window 'hail adding Window (O%or k0, M107 x 6r) 0312612023 No YOt No .353a 1 Sol" 10 adding Wiliam Swiss 10 0r44 Pranged Skiing Windows 0812311p11 No Yee No NIA 2 SMss 1CO20148 Sbing Otis Door Vryl Orgle Pom sI Rail X r Dom (Sdmale, 34-151r 09Qa02C22 No Y. 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ND +2&-23 f 961127 .lie Sant Pndm Md.L MumM or Name Omlar Awurrs Prodm Dearadm Aers In rd for Use Aoewrd HVNZ for Use OuisW HVIQ IM90 R"IWa( O.Oko Pines" 1 Serb 160 orimmom SO sirAwnti Shcrg (:tam Door Wry12-Pw d1 a)r Siding Gams Door CWIO' x ®124rJG31 NO Yet No +25r,m wham 2 SMm 190 r E—pmt WAwna Sliding Oleo Doe VlrgA 0Wg*P-1 F1=10' Ooa(8kbIb. 35.1Fr 02MOGM2 No Ym No .40W0 81-1117 a M0 r Sm 19E m .ass WAWMI LION (M t Door VWyI 2penel'OM` Brills Ca1O6 DOOr (Tl x 82y 014240�2 No Yee No .35y5 Son: StaO rEttmrnPM+erAwna.9ldag Oleo Door Meryl eUg*Pare)Fkoro'O'Door (9ebINA 47.1?e C12MOOM No Vale Ni .26✓-25 wire) U) (D � - v O LL 0L O � U r1 � O U m F- O Lm wm z J z Q J !1 SHEET NO. March 6, 2023 PA la O N to Co O �. U Simpson Strop Tie 2020 FBC Approved Products P 9- Pp Updated ,2730I202o � Sim son Strop Tie 2020 FBC A roved Products p 9- pp Updated 12/302020 Sim son Strop Tie 2020 FBC A roved Products P 9- PP Updated 121302020 � Sim son Strop Tie 2020 FBC A roved Products p 9- pp Updated ,2r302020 CD O QFor direct Inks to all SST approvals Isled below. CLICK HERE. -.,, ,,,�•-^`� �r,. . For direct links to all SST approvals listed below, CLIC K HERE. - „ J,. For direct links to all SST approvals Msted below, COCK HERE. For direct Inks to all sST approvals fisted below, CLIC K HERE. Q 0 W T-t cid . For additional information regarding Florida's Statewide Product Approval System and Mam-Dede County Notice of Acceptance (NOA). CLICK HERE • For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK. HERE. " For additional Information regarding Florida's Statewide Product Approval System and Msm-Dade County Notice a Acceptance (NOA). CLICK HERE a For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK HERE •� �1 �j � C�J } FLL #2395-R7 FLM0446-R6 FL#104%-R3 11 HUS; HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8" to 3- U cu � 9/16" and heights ranging from 4.5116" to 11" Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 1jW Product Model. Number or Name Product Description version (H USC) available for models having width equalto or 1 Titan Stainless Steel Concrete 8 Masonry Screw (TT N-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23, A33, A34, A35. A44 Angles 1 BT, BTB. BTH Brick Ties greater than 3-9il(T' "00 L VJ 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14: CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- 0 Q = 3 APB44, APB44R, APV866, APB66R, AP888, APB88R, APB1010, APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, C518, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16' _� 0 FL#9689-R6 APV844R, APVB66. APVi36fi R, APV688, APV888R, APV61D10, APV61 D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5 25-SDS Face -mount hangers CD 0 4- �� _ (Z 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers CU 0 Ift" Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate be 15 LUC267, LUC21 OZ Face -mount hangers - -0 L 0 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16.. H16S, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/1 ' to 4- 0 0 L 2 SD9112, SD9212; SOI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, API-6, APT4, APTS, APVL4, APVL6, APV74, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116" ce� . _ (0 Q 3 SD91125S, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APL 126, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-5OS, MGtJ5.62-SDS, MGU7.00-SDS Face -mount hangars .� CD) y� 1� 4 SDGF22434 SDCF22512, SDCF22614, SDCF22700. SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI 5. HSS2-2-SDS3 HSS2.3-SDS3 HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1FPW" to 5- V / Q SDGF221134, SDCF221334, SOCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HSTZ HST3. HST5, HSTB Straight Straps 118" and heights ranging from 6-15116'to IlgArZ'. x = 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700. SDCP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS26 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- W 6 SDHR27400. SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9110" to 3-9116" and heights ranging from 3-1l16' to 13-314", 7 SDS25112. SDS25134, SDS25200, SDS25212, SOS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all doap SDS25500. SOS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed, /s 8 SDS25112SS, SDS25200SS, SDS25212S5, SDS2530i05S, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles g 17 LTB20, LTB40 Bridging g' g 21 U series hangers g Face -mount hangers available in widths ranging from 1-9/16" to J tidy., X 9 SDWF2716, SDWF2720, SDVYF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518"to 11-V4" f� in N 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 4-1 N p rro 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps N FL#10007-RS 19 KBSiZ Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15. MSTA18, MSTA21, MSTA2Q MSTA3Q MSTA36. MSTA49 Straight Straps FL#10667-R6 3 .Lw. 20 L30, L50, L70. L90 Angles 22 1 MSTC40, MST052 MSTC66, MSTC78 Straight Straps L Q SSea 9 Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Iml Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8 ATR3/4 Threaded Rods 22 LS30. LS50, LS70, LSW Skewable, Angles 24 MST126, MSTI36, MSTI48, M5T16Q MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to - 3 xa 3 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 M7S12, MTS16, MTS18; MTS20; MTS24C, MTS3Q MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". c p 3 4 BP3/8-2, BP1/2, SP1/2-3. BP5/8-2, BP5/8-3, SP3/4, BP3/4-3, SPRTUD3-4 CNW3/8 CNW112 CNW518, CNW3/4, CNW5/8-1/2, CNW3/4-518 Bearing Plates Coupler Nuts 24 25 LSSJ26LZ, LSSJ26RZ, LSSJ2812. LSS128RZ. LSSJ21OLZ, LSSJ21 ORZ LSSR1.81, LSSR21, LSSR2.37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable Jack Hanger Field Adjustable Slopeable/Skewable Hanger 26 27 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 RCW1312, RCWB14 Bridging Wall Bracing 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-5/8" to 7- 118" and heights ranging from 9-114" to 24". re GG • Q. �+ 5 CTUD55, CTUD65, CTUD66. CTUD75.. CTUD76, CTUD77, CTUD87, CTUD88, CTUD97 Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-Id7'to 3- rn e CTUD98, CTUD99 27 ML23Z, ML247, ML282, ML28Z, ML21OZ Angles 29 RS134 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". V 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- a 7 RTUD3, RTU03B, RTUD4, RTUD48, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 515" and heights ranging from 9-1/4" to 24". D 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5.. SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, STe236 Straight Straps 713" and heights ranging from 11" to 32-lrZ' 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27, TB30, T1336, TB42, TB48, T654, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 R7C22Z, RTC42, RTG2Z, RTC44 Rigid Tie Connectors 35 7WB10, TWB12, TWB14 Wall Bracing IM" and heights ranging from 11 AM` to 37' 12 URSS 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100. WB10t3C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32' FL#10441-R6 FL*10631-1115 9 HB series hangers Top flange hangers available in widths ranging from 1-9/15" to 7- FL#10447-115 1/2" and heights ranging from 8" to 30" Sea # Product Model. Number or Name Product Description Sea # Product Model. Num ber or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-174" to 8-7f8" 1 DTT2 Hold-down Sag # Product Model. Number or Name Product Description 1 CBHZ37x5 5, CBH2 37x7 63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC1014, HDC10122 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 widths ranging from 3-1/4" to 8- 3 HDQ8, HHDO11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3 9116" and heights 718" and heights ranging from 7-117'to 37' 4 HDU2, HOU4, HDU5, HOU8, HDU 11 HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5,25-SDS. HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGUT2S Face -mount hangers 1/8" and heights ranging from 14" to 33' 6 LSTHD8. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1 81, HHRC44, HHRC5. 251325, HHRC5 37/3 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/15" to 3- 7 MASA. MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9116" and heights ranging from 18" to 26" 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1 .81, HR022 Hip Ridge Connector 3/8" and heights ranging from 5-5116'to 12-7/8". 14 HUSTF series hangers Top flangejdist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -stye purlin anchor 7 LRU26, LRU28, LRU210 LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00-SDS, HHGU7 25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1/8" 10 PAI18, PAI23. PA128. PAI35 Strap -style purlin anchor 8 LSU28, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10 STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210-2, HHUS46, HHUS48: HHUS410. HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15' Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24. TC2fi. TC28 Truss Clip HHUS7. 25/10 version (HUCTF) available for all models having wKb equal to or 11 THA29, THA213, THA218, THA218-2; THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422 THA426, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116'tc 7- 12 THAI1 81122, THAI2 06/22, THAI2.1122, THAI222, THAI322, THAI3522; THAI422 Adjustable Truss Hanger Sized for I-Josts Concealed flange version (HSURC, HSULC) available for all IfS" and heights ranging from 5-3/8" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange a concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-91161e 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTL126-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32" 15 THJM2-4SDS3, THJM2-5SDS3, THJU26 THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116'to 7. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" tc 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19-114". Concealed flange 518" and heights ranging from 9-1/8" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.3/8"to7.114" 10 HUCQ1 81/9-SDS, HUC01 81/11SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9MIT' and heights SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5 2519-SDS, HUCQS 25/11-SDS, HUCQ610- ranging from 9-3118" to 13-118" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 FETEMNSimpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 ®For direct Inks to all SST approvals Isted below, CLICK HER. E. = For direct Inks to all SST approvals listed belmv, CLICK HERE. For direct links to ell SST approvals Ned below, CLICK HERE. For direct Inks to all SST approvals Ned belorrr, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOAJ, CLICK HERE. - For additional information regarding Florida's Statewide Product Approval System mid Mani -Dade County Notice to Acceptance (NCA). COCK HERE. . For additional information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOR), CLICK HERE. .. For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice ctAcceptance (NOA), �IJCK HERE. 21 LB series hangers Top flange hangers available in width Of 1-9116" and heights FL#1140-1915 18 S/LBV1.56, S/LSV1.81, S/LBV2.06, SILBV2.37, S/LBV2.56, S/LBV2.68: S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3M" to 15-1/8" S/LBV3.56, S1LBV3.62, SILBV4 06.. S/LBV4 12, S/LBV4.28, S1L BV4.75, S/L9V5 50 6 Strong -Bolt 2 (ST82, STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Tap flange hangers available in width of 1-9116" and heights s5gg g Product Model. Number or Name Product Description 19 SILT720, S/OTT2Z: S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 1 LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6.. HRS8. HR512 Strap Ties 21 SP4: SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plato Ties stainless steel or with countersunk head in carbon steel and 24 1 MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 778" and heights ranging from 9" to 32-1/2" 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THD625158RH, THOB37158RH, THD37212RH. Tian HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24" THD50234RH, THO10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All g �A) Wedge -All Anchor for masonryCD ranging from 3-318" to 7-118" FLit11473-RS FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in wmdths ranging from 1-9118" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230.R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHOG, CCOM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 52SDSG CCTQM5.50-SDSG, CCCQNI3 62SDSG CCCQM4 62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, HISS. H18-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#101160-R5 4 HETA12, HETA16, HETA20, HETA24. HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQM03 62G-KT, Masonry Per Caps 2 ET -HP Eli -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT. ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry Seer If Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors Truss KT, ECCLRQM05.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry }e ^' W 1 ABA44. ABA44R, ASA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHETA16 HHETA20, HHETA24, HHETA40 Heavy Embedded Anchor 3 HGUM5. 25, HGUM5.50, HGUM7.00, HGU W 25, HG UM9 DO Heavy Masonry Hangers 5 Titan 2 (7N2) Tien 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46 ASU46R. ABU5.5 ABU5.6 ABU65, ABU66 ABU66R ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3 LGUM26.4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS. THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 CD ABU88R, ABU1010. ABU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46-. LGUM48, LGUM41C or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7.7 Adjustable Post Base Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56f7.25, MBHA3.5619.25, MBHA356111.25, MBHA3.56/11 88, MBHA3.5W14, MBHA3.56116, MSHA3.56118. MBHA5.501725, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head Cn 4 5 AC4, A04R, ACE4, ACS, ACBR, ACE6 BC4, BC48, BC4R, BC6. BC5R BC8, BCS2-2/4, BC52-3/6 Post Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5 50111 25, MBHA5.50111 88. MBHA5 50/14, MBHA5 50118, (TNT) Titan Turbo Screw Anchor for concrete or masonry 6 CB44, CB46, CB48, CB66, C888 Embedded Column Base MBHA5.50/18 cu 7 CBSQ44-SD52, CBS046-SDS2, CBSQ66-SDS2. CBS085-SD52, CBS086-SOS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.5611115, MBHU3.56/11.88. MBHU3.56114, MBHU3.56/16, MBHU3 56/18, MBHU55019.25, MBHU5. 50111. 25, MBHU5.50111 88. M8H U5.50114, Masonry Beam Hangers FL#16937-R3 8 CC, ECG EOCU Series Bolted column caps with WI ranging from 3-114" to 9.1/2" and W2 ranging from 3.518" to 7-112" FL#11496-RS MSHU5.50/16, MBHU5.50118 sad # Product Model, Number or Name Product Description O 9 CCOSDS2.5, ECCQ-SOS2.5 Series Screwed column caps with W1 ranging from 3.1/4" to 9-1/2" and S�gg # Product Model. Number or Name Product Description 1 X3481016.5K, X1$1016, X1610164K; X01 S1018, XQt B1016.4K #10.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.5/8" to 7-1/2" 1 OTT 1Z Deck Tension Tie Drill Point r1 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12. HD19 w Bolted Holdowns FL#13975-RG 2 XLQ114T1224, XLQ114B1224.2K #12-24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping ^i 11 EP844A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B. HD56; HD713, HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 H7T4, HT75, H775-3/4 Tension Ties Sag # Product Model. Number or Name Product Descriptlon 3 XMQi 14S1224, XMQi 14B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22458, SDW22500. SOW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap Base 2 SDW22634 SDWC15450 SDWC15800 Strong SDWC TRUSS Screw 4 X0114S1224.. X011481224-2,5K. XI14Sl224, XQ112S1224. X011261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point V 15 MPB44Z, MPBWZ, MP1388Z Moment Post -Drive 16 PB44, PB44R, PB46.. PB66, P866R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB. SDWH19600DB, SDWH198o0DB.. SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1010, XU34BI016-5K #10-16 Strong-Dnve XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS68 Embedded Post Base 4 SDWH274OOG SDWH27800G; SDWH27800G, SDWF12710DOG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6. PBV10 Round Post Base Seg # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16. PC46-18, FC48-16. PC64-16, PC66-16 EPC44-16 18. EPC48-16, Post Cap 1 SB518z24, SB7/8x24, SB1x30 SB Anchor Bolts 6 SDWS19800, SDWS19712, SDWS22400,SDWS225OO SDWS22512, SDWS22600. Strong -Drive SDWSTIMBER Screw (Interior Grade) O EPC64-161 EPC68-18 2 SSTB16, SSTB20, SST824. SSTB28, SSTB34, SSTB36. SST816L, SST620L, SSTB24L. SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000. SDWS221100, SDWS221200, SOWS221500 FL#35320-RO L 20 PC4Z. PC4RZ, PCSZ, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPC6RZ. EPCBZ, Post Cap SSTB28L 7 SDWS2230008. SDWS2240ODS SDWS225000B SDWS2260008, SDWS22800D0. Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000D6 §gq Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 D,9SC043.5. DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector /71 22 RPBZ Retrofit Post Base FL#13872-114 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27600SS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FC943.5, F0845.5. FCB47 5. FCB49 5, FCB411 5 Bypass Framing Fixed -Clip Connector V'^� SDWS271000SS, SDWS27120OSS 3 FPHSD34S1018, FPHSD34B1016, FPHSD34B10165K. FPHSD34S1214, 910-16 and #12-14 Strong -Drove FPHSD Framing-to-CFS Self- V sec X Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC6.25, SFC2 25. SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 go) 6 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25. MSSC2.25, 1.25, MSSC625, Steel Stud Connectors SW Product Model. Number or Name Product Description MSTI48, MST160, MSTI72, S/MST27, SIMST37, SIMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#'15363-R3 6 RCKW3, RCKW5 5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 L97A30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCS43 5, 90845.5, SCS47 5, SCB49.5, SCB411 5, MSC845.5, MSCS47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6.. GH48-8, GH410-6. GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2I15.. ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS62-5/118. SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 8 LSU8H3.25, SUBH3.25; MSUSH3 25 Bridging Connector 1 AS 18. AS 1 BS5, AS 18S8 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connecter 4 GLB5A, GLB5B, GLB5C, GLBSD, GL87A, GL675. GL67C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLTSI2, GLBT518, G BLT616, GLBTS20, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30. MSTA36, ST6215, ST6224, ST9, ST12. Sf18.. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78; ST6238 Straps 68 mil (14 go) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18 MTS20 MTS30, M7S24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K, XQ1S1214 X0101214-3.5K, XQ78S1224, XQ78B1224-3K, #10-18 412-14 and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81 S6, 5181.81, SI62.06, S B2.37, SIBZ.56, SJ82.68, S163.12, SB3.56, S1B3.62, S1B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114DI224-2 5K, XQ112SI224, XQ112B1224-2K, X34B1016-5K; Tapping Screws Q SIB4.12, SIB4.28, SB4.75, S/B5.50 X1 Sf 018, X161016.4K, Xi S1214, X161214-3 5K 13 SIBA2.12/8, S/BA2.12/10, S/BA2.12112, SIBA2.12/14, S/BA4.18/8. SJBA4.18/10, Top Flange Joist Hangers Seg # Product Model. Number or Name Product Description Z 51BA4.1all 2,SJBA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GOPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assembles 15 S/HD8S, SIHD86, S/HDi0S, S/HDIOB, S/HD15S, S/1-10156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies Q 16 SrHDU4, SIHDU6, S/HDU9, VHOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -J 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1.3 i I I I - - __ - __ - - - - A I I I F I - I I I I - - __ - p- I I I - - I I I I I I - I - - - - 11 . I I I' I I I A I I - C_ MIAMV 11LAW-D"ECOUNTY FGT Industries. Inc. PGT Industries. Inc. CD a) ­0 > 0 0 PRODUCTCONTROL SECTION CL PGT Industries. Inc. (D 0- 0 2 1190S SW26Sueet RaomZOO NOTICE OF ACCEPT-A-NCT: EVIDENCE SUB-AMTED NOTICE OF ACCEPT AY CE: EVIDENCESUBMITTED CU -0 DEPART&WNTOF REGIMATORYAAMECONOWC RESOURCES WR) Miamt Flomb 33175-14'4 T1(7Sd)31_,;-25P0 Ff-,W)313-2599 .NOTICE OF AC CEPTAINCE: EVIDENCE SUB-MITTED -p- (2) BO-k"A.ND CODE ADMMSTRATIONWMION 1. Evidence submitted under preiious _N0,A D. QUALITY ASS MAYCE 0 - C/) CU =3 -Cia Cn NOTICE OF ACCEPTAN-CE (NOA) W"manklade."vecanonv A. DRAWINGS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (R.ER)_ CD -0 0 PGTIndctstrirs,1nc. 1070 Technology Drive, 1. Manufacturer's die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS _202-94 0 -9 o, 0 -North Venice. FL 342"75, (-Snbndaed under 170.4 No. 11-0107 04) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E 1L-ITERLAL CERTIRCATIONS 00 0 LL SCOPE: 2. Dmving No- _MD-5-57 0.0. titled -Vinyl 'Sliding Glass Dom NOA (LAIY', sheets; 1. 3) Water Resistance Test. per FBC, TAS 202-94. 1. Notice of Acceptance No. 1-5-0528.14 issued to Vision Extrusion Limited for their Co 0 = ,- CU This NOA is being issued under the applicable rules and regulations governing the use of c ons1ruction materials. The through 21 of 22 1. prepared by manufacturer, dated 10:05.15. with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -111tite Rigid PVC Exterior Extmsions for Windows and Doors". dated 0311345 Cn C) > E 2 documentation submitted has been reviewed and accepted by Miami -Bade County RER -Product Control Section to 0+`051117, signed and sealed by A. Lynn Miller- P.E. 5) Cychc Find Pressme Load ing per FBC. TAS 203-94 expiring on 09!301119. to W be used in.Nfia= Dade Clo=v and other areas where allowed bv the Authority; liavwg luri!,Icuou (AHTI. 6) Forced Bin, Test. per FBC_ TAS 2 0 2- 94 -trusion Limited for their 2. Notice of Acceptance No. 16 _x -0920.08 issued to Vision F Cl) 0 M C) This NOA shall not be valid after the expiration date stated below The Nfiami-Dade Couwy Product Control Sec6on B. TESTS along % vith marred rip drawings a�d installation diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Ni on-Allite) Rigid PA -C Exterior Extrusions for _J C. < W (InNha-Dade County) andor the ALIT (in areasother than.Nfianu Dade C-cunry) reserve the right to have this I - Test report on 1) Unifonn Static Air Pressure Test. per FBC, TAS 202-94 by Fenestfation Testing Lab- Inc.- Test Report No. FTL 8549. dated 11,061:5). signed and '"Indows and Doors'*. dated 12,1416. expiring on 12,29;2 1 product or material tested for quality a-savranceputposm. If this product or material fails to performin the a ccepted wanner. the man nfacturer will incur the expense of such testing and the AlUmay immediatelyiev ok-e- modify, or 2) Large Missile Impact Test per FBC_ TAS 201-94 3) Cyclic Wind Preswe Load ingy per FBC, TAS 203-94 sealed by Idalmis Ortega- P. E. (Test report reAwd on 12,04A5 and 0.11146) 6. Testreporton 1) Air Infiltration Test, per FBC. TAS 1-02-94 3. Notice of Acceptance No. V"52& 15 issued to Vision Extrusion Ltniited for their "Brown C, (rated (Painted or Laminated) White Rigid PVC Exteiior Extrusions for C-2 Cc suspend the use of such product or material within their jurisdiction. RER reserves the right to revokethis N%­mdows Doors". dated 08,13.15. 09,30,19- C7.1 Q� act fence. it is determined byANhami-Dade County Product Control Section that this product or material fails to along with marked up drawings and mstallation diagram of vmyl sliding glass door, prepared by Fenestration Testing Lab- Inc. -Test Report No.FTL8717, dated 12,1071;15_ signed and 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. and expiring on 4- Notice of Acceptance No- 1"'712.02 issued to ENERGI Fenestration Solutions USA - C�4 meet the requirements of the applicable build* castle_sealed This product is approved as described hezein and has been denigned to comply with the norub Building Code, including the M gh Velocity Hurricane Zone by Idalniis Ortega, P. E. (Test report revised on 02,11,5,� 16 and 0_2 `24A 6) 2 - Test report on 1) Air Infiltration Test. per FBC. TAS 292-94 4) Lame Missile Impact Test per FBC. TAS 20 1 -94 5) Cyclic W ind Pres=e Loading per FBC_ TAS 203-94 Inc. for their "TAN3040 and Lighter Shades (.N-- on-NNIdtf) Rigid PVC Exterior on 02 Extrusions for Windows and Doors" dated 09 15 116, expiring 04-21. "557a"770"N -inyl 2) Uniform Static Air Pr sure Test_ per FBC. TAS 202-94 along marked -up drawings and installation diagram of vinyl sliding glass door, prepared 55 Notice of Acceptance No- 1"7121.04 issued toENTERGIFenestration Solutions USA. r ers- NLI DESCRIPTION: Series Sliding Glass Door (Reinforced) w,*o 9V & 1350 con L_ -onze "Bronze -C'Exterior DOCUAWNT: Drawing No. Rev B. titled ­V inyl Sliding Glass Door NOA (M". shem -1) Water Resistance Test- per FBC. TAS 202-94� by Fenestration Testing Lab- Inc., Test Report No. FTL 9552- dated 12 '04145- signed and Inc- for their and Lighter Shades of Cap Coated Rigid PA Or_ -S- -APPROVAL -AM-5570.0 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idilmis Ortega. P. E. (Yest report revised on 021,115.,'2016) Extrusions for Windows and Doors" dated 0915116- expiritig on 04.16`10. I through -11 of 2 1. preparedbymatuffacunw. dated 10 .`05;l 5 and last revised on 01"Oli-21 1. signed and scaled by 5) Cyclic Wind Pan-mm Loading per FBC_ TAS 203-0-4 7- Test report on 1) Uniform Static Air Pressure Test- per FBC. TAS 202-94 6.. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA. .5 CD 0- A. LmNwfiller. P.E.. bearing the Miami -Dade CountyPiroduct Control Reiisionstamp with the Notice of 6) Forced Entry Test, per FBC, TAS 12021-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their ­Wbite Rigid PVC Exterior Extrusions for Windows and Doors* dated Acceptance number and expitgion date by the _X11ami-Da & Cow Pro duc t Control Se c "n. along with marked -up drawings and installation diagram of vinyl sliding glass door- prepared 3) lic Wind PressLoading per FBC. TAS 203-94 Cyc = 0&10 ' 17, expirine on 02.28,18. MISSILE L%IPACT RATrG- Large and Small Afissile Impact Resistant by Fenestration Testin g Lab- Inc.- Test Report No. FTL 8546- dated 11,`06 15- signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-792(,.k), 10-O&M052T 535753-09- per ASTNE-84- Limitations- I See table I (sheet.Z) and table 2 (5heet D for applicable SGD unit smes- design pressures. reiffmements ty pes. sealed by IcLahais Ortega. P_ E- (lest repoTt mised. on 01 e0446 and 02111 1*2016) by Fenestration Testing Lab. Inc.. Test Report No. ft-L 6638 (samples A-4 thru A-2 2). dated ASTMD 1929 and AST MD-63 5. issued by EXOV A to Vision Extrusion for cellulosic . glass types. Sill riser (see tables B-1 & B-2. sheets 7-9) and anchor layout sheets retlizirernents in 11 tine 16. 3. Test report on 1) Air Infiltration Test per FBC. TAS 1-02-94 11,19.-40. signed and sealed try Jorge A. Causo. P. E. �Snbutfttvd under.LVOAX& 11- composite material. lRj gid White n7C, Tan (Nion-Tarbite) Rigid PV C andBromm coated (Painted ot- laminated) nAdie Rigid P%-'C to be 1 Uriffom Static Air Pressure Test- � per FBC. TAS 202-94 010' 04) (Submitted under.Y0A.,V6. 11-910 104) Z labeled per referenced NOA' s requirements_ 3) Water Resistance Test. per FBC. TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 8- Notice of Acceptance No. 14-0916. 11 issued to Kuraray America., Inc. for their 3. Egress operable- doors must comply vtritli min clear width or height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC_ TAS 201-94 2) Uniform Static Alt Pressure Test. per FBC. TAS 202-014 -Seiin-yGlast (Clear and White) InterlayeC. eViring on OT04/1 8. 4, Pocket walls undet- separate approval, to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 - 3) Water Resistance Test, per FBC- TAS 202-94- 9. Notice ofAcceptance No.16-1 117.01 issued y to Kurai-aAmerica, Inc. for their LABELING: Each umt -.hall bear a permanent label with the mannfficturer`s name or logo. city- state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 --TrosifolAl, 11traclear. Clear and Color PVB Interlavers­. expiring on 07408:19- follmarmystatenwnt: "Nfiam-Dade County Product Control .kpproved"_ noted herein along with marked -up drawings and installation diagram of-%inyl sliding glass door. prepared 1 5) Cyclic Vind Pressure Loadnigper FBC, TAS 203 -94 W RENEWAL of this-NOA shall be consideredafterarenmal application data been filed and there has beenno by Fenestration Testing Lab. Inc.- Test Report No. F TL 8-547. dated 1 _10+1 5, signed and 6) Forced Entry Test. per FBC. TAS 2021-94 F. STATIENLIEENTS change in the applicable building code negatively affecting the performance ofthis product- ised an 0214516) sealed by I dahnis Ortega� P.E. Jest report rev along with marked -up drawings and installation diagram of mnyl sliding glass door, prepared I - Statement letter of conformance with FBC-51hEdit1on (2014) and FBC TERMV;ATION ofthis NOA will, oc cur after the expiration date or if theta has been a revision or change in the 4. Test report on 1).4ar Infiltration Tes;t. per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc_ Test Report No- IFIL 6337 (san4Aes A- I thru A-5). dated (2017). issued by manufacturer- dated 08,14.47, signed & sealed by Lynn Miller. P.E. Materiah. use, and or manufacture ofthe product or process. Nbsuse of this NOA as an endorsement of any product. 2) Uniform Static Air Pressure Test, per FBC_ TAS 210-1-94 12:06 '10. signed and sealed by Jorge A. Causo. P. E. (Subirfined under.N70_4 Xo. 11- 2. Statement letter of no financial interest. dated U, 11 & 17. issued by manufacturer. signed for sales, adve Ttising or any other purposes shall automatic ally terminate this NOA. Failure to complywith airy 3) Water Resistance Test, per FBC. TAS 202-94 010f. 09) sealed by Lynn Miller- P_E_ section of this NOA shall be cause for termination and renwx-'al ofNOA. 4) Large .Nfissire Impatt Tel per FBC_ TAS 201-94 1 Letter -of lab compliance, part of the above test reports. ADVERTISEAU-N-T: The NOA number preceded by the words. %liami-Dade County. Florida. and followed by the 5) Cyclic W, ind Pressure Loading per FBC. TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No. 17-0387. dated 0-5:105.17. smed by Ishaq Chanda- P.E. expiration date may be displayed in adiwtisingliterature- If anyportionof the NOAisi display ed. then it shall be 6) Forced Entry- Test, per FBC..TAS 202-94 1- Anchor verification calculations and structural analysis, compl�* with FBC--2014, done in its entirety. I along with marked -up drawings and in-stallation diagram of iinyl sliding glass door, prepared prepared by PGT. dated 1 - 1 5and last revised on- 01- 15,' 6- signed and sealed by . GOTHER LN.-SPECTIO'-N. A copy of this entireNOA -.hall beproiidedto the user bythe manufacturer or distributors and by Fenestration Testing Lab. Inc. - Test Report No. FTL 8548. dated 1-1.04.45, signed and AnthornyL. Miller.. PE. (Snbiniped urider.YO-4 Yo. 15-1210.01). I . Notice of Acceptance No. 1-5-1210.01. issued to PGT Industries. for their Series shall be available for inspection at the job site at the request of the Building Official. sealed by Idalmi-Ortega- P_ E. (Test repart revised on 0I,04 .16 and 014 11 6)_ 2. Gluing complies with ASTNEE-1300-09- 70-- Vinyl Shdinv Glass Door, (.Reinforced) - L.111.­_ '_expiring on 041+221 This NOA revises & renews NOA *2 0-04 29.05 and consists of this page I and evidewe pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned above _ hA3 q L Chanda. P.E. I haq I. Chanda. P.E. Ishaq L Chasda, PX, The.submitted doe niation was reviewed by Ishaq L Clhanda, P.E. Product Control Unit Supervisor Product Control'unit Supervisor Product Control Unit Supervisor .VG -Al INO. 21_021U.03 INOA No. 21-0205,03 TNOA No. 21-0206.03 NX0A No. 21-0204.03 MANfs COUNTY Expir2tionDatoi April l.4,1026 ExpirationDaw _April l4,2016 Expiration Date. April l.4, 2016 Expiration 1)2te.t April 14, 2026 Approvall)2tte.-March 5,2021 Approval Date: March 2.9. 20211 Approval Date: March -2.4, 2021 Approva I Dato. '-\latch ZS, 2011 Page I E-1 E E -3 PGT Industries. Inc. C GI N%`mdows and Doors, Inc. PGT Industries. Inc. NOTICE Of ACCEPTAN4'E: EVIDENCESU, B-\UTTED NOTICE OF ACCEPTANCE: EVIDENCE SL7B'-\IITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under preilous submittal E. '_\LXTERL-kL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Sutter Snacer Standard complying with ASTM C 518 Them al Conductivity A. DRAWINGS 0.881 B-fU-in.,1hr_-ft2_0F. ASTM F 1 *249 )X7%-`rR-Pass, AS -I NLI D3985 Oxygen -Pass, ASTNI E A. DRAWINGS 1. Drawing No. AID-557 0.0 Rev-B_ titled' -Vinyl Sliding Glass Door NOA (LW-. sheets 2I90 I.G . Durability -N, o Fog -Pass. (Subm ifted underpro ion s A70-4 A'& 15-0409 05A I Drawing No- ]NED-5570.0 Rev B_ titled inyl Slid ing Glass Door NOA (I.Mf'. sheets 1 uih 21 of 21, prepared by manufacturer. dated 10,105,i 15 and last revised on I through through 21 o f 211 - prepared by mmufac turer , _dated 10,`0 5:15 and last revised on 0 2) "D L2 1 , 04:`221,2)0, signed and sealed by A- Lynn Miller. P.E. AS -2 6. Quanex Part Duraseal cortiplying with. - T,%1 C 518 Thermal Conductiirir�, 2 � I BTU -in signed and sealed by A- Lynn Miller, P.E. Cn hr_-ft-'_'F, ASTNI F 1249 WN-1IR-Pass- ASTM D 1434 Argon Perrucance-Pass. ASTNI E Note: This mision consists replacement of same existing installation screw with flat head. B. TESTS 1189 I.G. Durability -No Fog, ASIM E 546 Dew Point Developrimat -101F in 48 hey_ 1. Test reports on: 1) Ali Infiltration Test, per FBC. TAS 202-94 (&tbm Ned underAb_4 Vo. 15-0409.05). (D 2) Uniform Static Air Pressure Test, Loading, per FBC. TAS 202-94 Vision Extrusions- Ltd- Parts complying with PITC-AAMA 303-13. VohmiarvSpecification B. TESTS 3) Water Resistance Test- per FBC. TAS 20194 for Rigid Poly- .Anyl CUonde (PVC) Exterior Profiles for Vision Extiriisions. bd.-xT_X-1 by 1. None. 4) Large Missile Impact Test per FBC_ TAS 201-94 A.ANIA Fenestration Exterior Profile Certification Program (5ubiviued nuder.N'0_4 Vo. L)- 5) Cyclic Wind Pressure Loading, per FBC. TAS 103-94 0409,05) C. CALCITLATIGINS along with marked -up dmvings and inst.-alation diagram of all PGT Industries. Inc. 8- Vision Extrusions- Ltd- Parts comp lying with P`VTC-.kA_MA. 303-13. L None - representative unds listed below and tested to qualify Dowsfl 791 and Dowsil 98.1 silicones, (Subiv itted under X0_4 No. 15-0409. 0 5� (D (D prepared by Fenestration Testing Laboratory. Inc-. Test Reports No- 9- PVC-A-Alvi A 303-13. Voluntary Specification for Rigid Poly-,, inyl CUoride TVQ F--denor D. QU, AL ITY A S SURAN. E "INfiarni-Dade FTL-7897�, PGT PW5520 PVC FixedWindow (unit 6 in proposal), dated 09.;03 ' 14 Profiles for Vision Extrusions. Ltd_-VEX-1 by AAMA Fenestration Exterior Profile 1. Department of Regulatory and Economic Resources (RER). FTL-20-2107.1. PGT SGD780 Alantimmu Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2. PGTCA740 Alum. Outswing Casement Window (unit 8 inproposal) FTL-20- 10- Notice of Acceptance No. 18-12171.14 issued to Energi Fenestration Solution, USA. Inc. for E. ALA.TERIAL CERTIFICATIONS CU 2107.3, PGT PW 7620.4, Ahminum Fixed Window (unit 9 in proposal) and FTL-2 0-2107-4. their -Tan 3040 & fight shade (non -white) NN-hite Rigid PVC Exterior Extrusions for L Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their > PGT PW7620AAhmiiu=Fixed Window (unit 10 in proposal} dated 07111?20_ all signed Windows and Doom", expiring on 021,104,22 1. "Trosidott Ultractear, Clear. and Color PA'B Glass Interlavers-'. expiring on 07,08,1214- 0 and sealed by Idalmis Ortega. P.E_ 11- Notice of Acceptance No- 1"122.02 issued to Energi Fenestration Solution, USA. Inc- for 2- Notice of Acceptance No. 17-080&02 issued to Kuraray America. Inc. for their their senies --M-hite Rigid PVC Exteiior Extrusions for X%7 Endows and Doors"_ expui-mig on "Senti-rGlast, (Clear and "Ifte) Glass lnteflavers�'_ MPT171119 on 07/0C213_ -of > CL CL C CALCULATIONS 02,28.23- 3. Notice Acceptance No. 18-1106. 10 issued to V ision Extrusions Limited for their -Brown O 1. Anchor verification calculations and structural analysis- complymg with FBC' -t n Solution, 1,22. Notice of Acceptance No, 2"203.03 issued to Energi Fenes ratio So t USA. Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions foi- Windows Edition (2020). dated 04,!,21'20, prepared by manufacturer- signed and sealed by INUef. their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors"- expiring on 09,30:214. Anthony LNmn . RE Windows and Doors-, expiring on 04r46`25. 4. Notice of Acceptance No- 18-1106.11 issued to'k."ision Extrusions Limited for their series 2 Glazing complies with AST_MEI3{io _04.49. -12 and -16. "VE 1000 Tan 202 and fighter shades (Non -White) Rigid Cellular PVC Exterior D. QUALITY ASSURANCE F, STATE-NIFINTS Extru-Aons foi- Windows and Doors'-- expiring on 1129,2 1. N-fiami-Dade Department of Regulatory .and Economic Resources (RER). L Statement letter of conformance to FBC' 71k Edition (2020), dated 04L22-1,210- issued by manufacturer. signed and sealed by Anthony Lynn Miller_ P.E. F. S TAT E -1 1E N T S E. 3LALTERLA.1, CERTIFICATIONS L Statement letter of no financial interest and of independent- issued by manufacturer, dated I I- Statement letter of conformance to FBC '71b Edition 12020), dated 021-01-:21. issued by 1. Notice of Acceptance No- 19-0305.02 issued to Kai-aray America. Inc. for their 04.18:20, signed and sealed by Anthony L=Nfiller. RE. nianufactumr. signed and scaled by Anthony Lynn Nidler, RE. C/) "Trol.fott Ultraclear. Clear. and Color PA-B Glass Interlavers-'. expiring on 31 ate Labeling Agreement doctmient between PGT_ dated 0330.15 and signed by all PM_ 2- Private Labeling Agreement dated 03!0&2 1 between PGT Industries. Inc. and CGI co 07/08;124_ involved parties. Windows and Doors Inc.. signed by Dean NL Ruark, P.E.. V.P. Engineering. on behalf of U M 2. Notice of Acceptance No, 17-0808.02 issued to Kuraray America. Inc. for their ".Sentt;4 both companies. Glasf (C le.ir imd%Nbre) Glim Iuterhiym-s expumg on OT04123. G. OTHERS 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their *'Brown L This NOA revises 'NOA# 17-0420.06(P1v7TwiCGI) and updates to FBC20210 ('!Edition)- G. OTHERS -0 Coated (Painted or' Laminated) White Rigid PVC Exterior Extrusions expiring 04?2 1?-'2 1 - L This NOA revises & renews N`0.k# 20-0429.0-55 (PLA wCGI), expiring 04,14,216. for 11-mdows and Do ors". expiring on 09,30.214. 21 RER Test proposals #19-1155 dated 0 1 .10.230 approved by Ishaq I - Chanda. PE_ expiriu 2. The current associated PLA CGI file #21-0205,01- expiring 04+114!.2716. CU 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series -17E 1000 Tan 202 and lighter shades (No"lC ite) Rigid ellulai- PVC LU CU Exterior Extrusions for'" endows and Doors". expiring on 124,29'21. < Ishaq L Chanda, P.E. Ishaq 1, Chanda, P.E. Z Ishaq I. Chanda. P.E. Product Control Unit Supeniter Product Control Unit Supervisor Z Product Control Unit Supervisor NOA No. 21-D20-5,03 NOA No. 21-020.9.03 < NOA -No. 21-020:5.03 Expiration Date: April 14.20N Expiration D,.%;t*-. April 14,!026 Expiration Date, April 14, 2026 Approval Da te- March 26.. 2021 Approval D2ie. March 2-1, 2021 Approval Datt- March 2;, 1021 E -_4 E -6 E -4 SHEET NO. March 6, 2023 PA 1.4 MIAMI•DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww•w.miamidade.gov/cconomv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I Qf 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24. 2003 and Drawing N'o. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ". 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April28. 2003 both through 3 0 •3, prepared b Craig Parrino, P. dated Maarch 24, 2003, last g 1 P p y g prepared, signed and sealed b CraigParrino, P, E., on 08119/14. p p g } The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. g g Y g revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on 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 (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Un lled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have vyApplied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. J 1. C'alc•ulations for Cast -Crete Lintels, dated 0811912014, pages 14. 201 through 14.236, 7 this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. 11amon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE 3 this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, 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 4ffairs. 2. Calculations for Cast -Crete Lintels, dated OS/29/03, 140 pages, prepared by Craig MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane P PP g P Y g Y Parrino. P.E., signed and sealed by Craig Parrino, P.E.PF. E. MATERIAL CERTIFICATIONS L None. Zone of the Florida Building Code. I. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System SystManual for C'as•t-Crete Machine Made Precast Lintels revised on May 1 , F. OTHER 1. Letter .1rom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by 1 Crai g prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. L Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino. 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 Qualitv System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision 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. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant � p 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., elated March 24, 2003 and Drawing No. LT4612, titled J. Nvne. B. TESTS "Cast -Crete 4 ", 6" & 12" Lintel Sae Load Tables", sheets 1 through 3 o 3, prepared b ; S P P } I. None. �, g County logo. .f .f Craig Parrino, P.E., dated March 24, 1003, lass revision dated March 11. 20(18. B 'PESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1None 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 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 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 Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Mianni-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER 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.1 elmy A. Makar, P.E., M.S. ; ;�llelmy A. Makar, P.E., M.S. L' C--IHelmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor p Product Control Section Supervisor �� NOA No. 20-0630.15 l rCMILAWDADE ( �'? !y 17 % NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 CO UNTY CO, y Expiration Date: 09/11/2023 Expiration Date: 09/11l2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 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. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. .None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - 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. 1. Drawing No. FD4612, titled 'Trec•ast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. CA40mv A. Makar, P.E., M.S. v He ml y A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E - 4 E-5 March 6, 2023 N to C13 N �. U 0 L .� N N sZ O O C CO -0 0- .CM U N Cn C = C13 C� � O 0 O O C C O U_ _ _ CZ .Cn O O CD 1- .� Cn Q r7 N � d d i d 3 2 d� U d c cm cc MJ U E z co CU CU > 0 > L CL o Q L� U O L [v �, CU Ca m Q O L w Q z J z Q J lZ SHEET NO. PA 1.5 - - I r1,1111° I - I 11 - - 1—L-1-� �- I - I - --1 PRODUCT -EVALUATION REPORT* NO. 20,0728.01 2 PRO_ DEEP — IT TION REPORT NO, 20•e729.01 3 1 ILI Eco IIVC. TiLLIT TESTING 6 ENGINEERING COMPANY TE T REPORTS: 22 —$ _ 5 13 MATERIAL CHARACTERRS GS A T! ND SPECIFICATIONS: -- _ WAITER A- TTLLIZ IR., P.E. tutcvDr paolsorn Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on rl.ICE.L-IsRNI , per section 1626 of the Florida Building Code. Uniform static loads 201, 203 as P 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL C A GL< %. "l71Y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996. 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 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 04/1611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITlON8.O�U$E REPORT l : 20-0728.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaospada. P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUBeCATEGORY: Storm Panels 2."TRUCTURAL ENGINEERING CALCVLATIOIIS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Products, LLC- length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed into poured concrete, concrete block, and GWbalProllyAlon 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Florida33314 1 PURPOSE OF EVALUATION: 3, MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). iD # 1906) to the Global Protection Products, LLC, Rule Chapter No. N,N fitaff 61 G20.3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: %Nutt f A: i!(�/ltir,� Professional Regulation. 20 GageGalvanized Steel Ga a ed Storm Panel as been verified h ed to sustain wind 'mum A`�rti��� `� P �� E . 9 - = $•. ��C NSF ,•, y This product is In issued an Evaluation be a nation Report as described i P 9 P bed herein, and has pressures. anellen h h Maw t shall be as indicated on sheets 4 p P sets 8 10 1 15. 9 6 19 25 and 26 of 26 f v f o Product Evaluation � 16, Document (P.E.D.), drawing No. ( )' 9 -� M - - ' At 1 7 - - :90. 44 6 -- � >�-� -- _ - -Z been verified for tam li n a ce in accordance with the 2020 Seventh t Edition of the 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, 11, - -- - = 't s �1 _�-__ QF t- at least equivalent to that required by the Code. 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), '_' 11?'-. STATE drawing No. 20.176. y G'c''. (GRID _. -� �` ', F ''••......• This Product Evaluation Report shall tH3 subject to review and revision In case of 5.1NSTALLATM: G / d` S `',7„ S/ON A1-EE; '...NNND10k a Building Code Change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document wnru.L D l TILTECO AD MON RECORDS t P. E. REPORT 20 7 GLOBAL PROTECTION PRODUCTS, LLC ) 20 GAGE 21 PRODUCT EVALUATION DOCUMENT (P.E.D.) (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZEU STEEL STORM PAHEL1DRM#20-1761REPORT#2M72&01 Drawing No. 20-176, titled "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 partlgl 1AISf� f7!(or,"'a, Evaluation Report. ,O-Ii,E,R - 7/( N", tN,%t%uif X ,..:......; ". �ICENSF,�� �0z -1_ ;; ��CENSF'.9 :� F--``P� _ - . I ' No. 44167 a �- j :-. d- . ?I , 67 = -' . . ;-_ ,t �}- .O,r,•. F10P10� r"%`�S 11 STATE OF : � S '',,O,'..•F10RIO .•*� .•'co . '' '�'',�FSSi'......�.. 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-]530 - P9xs/ 0$ 'AlS3` G`�. 'f,n„UN"„„Its"` I aENERAI NOTES; 6 J; IN' LASE 1- PRECAST SIEN[. CC PAECAST CONCREH PANELS S'JCCU LNi WOOD BOARDS RF FOIINU lt.N 'HE (M..MR-2 N-1 MMMDRM.FAMOM -XI:ENG wA L. ANCHOR' 51u,! BE LONG ENOH(•H TO REACH '!Ht MAIN SRUCTL''RE BENIN'C E:'CII PANES ' STDF4 PANEL SHOWN ON THIS PRODUCT .1A oATON1 DOCUMENT 1FED) HAS ECEN VER;Ef MR CUMAIMNC'. 11 IINK- ORAGE SHA.I BE AS MFNTICNED w 61) M/' IN 62) A.'CPDA•+CE WHH THE ?C2a (TIN EDITON) OF'•,E FLORIDA TFI,IIDING '[OD- _ -. :..EA6RhG w0vD _MIN. SFSRTE-.RF •Tf!_ -. -v.:i ltDt_ CCS,CN hit0 LOADS SHWI B:. DEIERMNE9 AS PER 5E C',ON 16J0 OF THE ABIJA MEN'A;NEr COLE, - I/`'1 TAPCON ANCI•JRS. AS-,,11•_TJREL Bi W i,.ILGY. ANC 'cR a WIND SHEER A: RCCURED Br iHI .VRISLNCivJN MHEHE IHESF SHUTTERS WRI BF NS'A<L Ei' AND AI ,0 NEL4ATE IEMALE IC AND PANE;MAn _'7- µ�H0A5. AS MNU,.ACIUPEP N, K11) ,'C:IKTA,.111 N PRODUCTS FOR A OtRFCi10NM C FACTOR K4.0es USINC ASCE 7-16 AND SHAL- Not ENCFEG ,HE NAHMUM iA $ D) ' 111'. N. SCREWS RE- N D.S. DESIGN PRESSURE NAE)NGS INDICATED ON SHtFT5 2 THRJ •2 11, > 16, 19 & 70 - 7,i1C'. , S/R' WOOD BUSHING. AS OISIRGUIE[ BY WI "GIN' SCKIll BOLT It -'_PE(TAI.'1 GO IN 1 RIM1 TH 1 1 P ORDER G E ABOVE DE ION, UL'111Ate LIE SIGN OIP .!,ADS )NEC PER ASCE 7-16 r. MINIM- THRCA)FG IVIO:AICl, N:CI NrY:C :' ,Ary.C-N ANCHOR`_ SHALL, HE 1 1/2' µT, 2' T(10 F,cO PANELMATE •LE.S 'HEM 7 8F SXALL E FIRSE W/ NED ' AID DESIGN .4Nu F CA EIY 4JLNPLTTa. THEM B` DA I, U ,[; I( AND PµIi IIA-f FFAIALF IC '< 1 CCWP4R[ n+ESf M/ 4e, ( - ! ,If NIGH FINE SSVRi RA'�N!;5 MD%J11EL ON SHEETS , 'NRU I; < -. A. a A ,., : ,�i MR+WI M `HREAPILD PDICTNA•'.Ch J LAG 5`,HE T+T *00C. FRAME UN!- SHA_L B. VG fH AL'ED N :Ipoik CC• VEMIY TtA: 4M. ',HS III': INTO PEP ti *ESTEC wETi NOT TR S R c 'VET: E WOil • S C TF N ALLr,wVILf P NE11U 110N INTO t, U - N H C cHA 9- S�DFREO A> PART O• i PEOI RE. HFEALFC PENCTra I•'JI: $iRLSS Effd WIN(; L<M.^5 WL E31% ISF^ M1 -HEW ANAL �I$ FA$TCNE3E SPAN'"Nr- 1, Wq<_ip H/,$ PEEY JE EPMINfC N Ar.cODOLNCE .1, II 20!a i:J) YNMHM EL-f,E 'STANfe. f1f LAG S:PEWS, 1.11 WOOD -r`HL. BE AS NC+ ATE, -I •H`f4AW1NC J Si"AM PWI-S AOEOUACY FOX+ IMPACT AND -D RESISTANCE INS IJUN VEanEL IN ACCORDANCE WITH SE:TICN 1e26 Or THE ABOVE MEN INFO CODE AS PER HLIRWrANE ENr,NURIW. A TEST11f, INC REHOAIS 06 569 96 S70 & 95 T30 AHO 1.) RNW.- PENLTNA'ON ^F WOOD J5H,YG SHV PF 5,'A' 1/4' ♦ 2U SCREWS USED SHA. 6f , ,/2' LONG MINIMI1W F[NE$1PATILIN "SRN; TAB WC. ""'." I2032 & 021.6 . AS PRC.:)CG15 IAS ?01 'AS i02 AND TAS 2C5 SHUIID S1UC'O E.IST AND MINIMUM F.A.Al- W111 NO 511x LQ AS WELL AS AMERICAN TEST .AB Or SJFoI FLOR4}a RFPO+' /C'219.OT-G9, A'. PEN ,AS 2C•I_ TAE. 20:' AND ,AS 2f, i"NID,NCE .5) n, CASE nu' PRE- 51 S'irvl DR PREC.AS .N.RE F GµE L'i:ri R WWC1 B•JMP,i BE MINA II rNE'IST'M. WALL I. -HORS SHALL BE L74C N}JUH Ir. NFACH 'HE MAIN T.-I-JRr BEHIND SLIT FANUE .. A. Ad 141M,,M EYIRLG " 'CI BC 6063-T6 Al -I" ANO 'EVPER (UNLESS C"HEPWSI N•IiFGI su SHET-` 2 A . okA„L SHALL W Al ME' NEE :` r 1'. II A C 1) 3 ALL ALUMINUM $1,LIT NEI. USEn A7 CI., S R = cHA_! HAVE 1.05 .-•14 ALLIJY Ill) AN-0- SHA,- eL NSTAL.r'; IOI-:FANG AI UI 'HE 1E,:04ME1(i}A'I,1N; AND SPECII ,C>WNS nF THE ANf:M,PS MAYIIIATP,RER < '.;TELL SHEET METAL PAN(LC SI4HAV M1 E 7RI)C:T,)RM V,14L-r TM EEL ASTM A-R5! GRAOE NO N•.-6 'MUM. rI: TALL N PANES AAA' A150 BE INSAIL ED H 2(YI,ALL, Evl..-IW vf, ,NSTALUT1Uw '-tETNLS i1+JWT: CVI SF( r!C.w ) EHRCiI, C;- IC (SHEETS1 -C•AIt17Fo ;TEFL LF5 CT4*ION W/,Y- 58 b' AFTEa ROLlEO: IHPO111:H 11 I Ic", 'a7 .TA AS (I & 13, 5XA11. N01 BE HSEP WS i �TMN T 1 .5, OR C'R '1. FEI TAN- i �-R Al $CRC ( Bf L S5 >:CCL 30 '`6 SI Si.RIE _v ROSL S .CM1E0 CAR90Y E. _E'_ 1. T i1U1.1. N= r'H[ RE SR'3MS _IL.'• A THE 'iDY1FM"1pR ILA vFFI:Y THE 0 E EIRvN 11;RE WHERE SHV,^.ER IE. TT, BE .,O'.NONES- .i1N ]UJI'J W X �, nFl"J RRFIYi„ ANL 9C A., TENSILE 5 RE W;rV & S1IALl ':OMPI, W/ •�-UNfa BU1,1,NC.:: _.._ AIT.L cD TG MS11F11 -FA FR ANCHUAAGF iH "N rriEP c.IA: CM(LY PF A.'IAt:HEC 1 rNCRTTC %''.•A DR .QOU TRµI T - cc ,0N 2A I.).) 1 W.A, .,5 [ BD 1S TO Al A<'M A-Jn7 AL,ANIIET �TE[L. ,R AS 304 Sf R41. $:AN'.LSS SIFE: WIrN Sf. :>, NII WIM ,F,.r' STRENGTH I� EN'H REGJIAF iCRM ANSI Wl1 1 N- OVER IF 8 „AQV, 4- A, .t Arl-0 S 5 B 9 & 10 ANC ALIERNATMS e'W SW Y IOW ON -HEETS 6 It -' RE`OE.I-WL'. 5A. HAVE A LEGIBLE AND REAALI VI Vo MARKING R:$.IR:.I(TINL; OWNER OR . A , IOAS 'f) WALL :.Y,t EFL Ac 1011. 1 'TNµ' . WF •`µ_L.> W. 1 APFI ABLE RE-'NF•taf ANENT DUN,- KICKS OIHUIIRICANE WARN.1 t Q, RISTNU (OURCs`• CONC,FE?E THE NSIA AIION ,,NT"A(I N. 11 :1) FDALEI"AULI A-: 1;)FTEk L'iN CNENI ES WHICH A RE4N 'N i (MTINA,UI_ I,Y AWITH ..' Ar ON ANCNLIr AS MMIUT.CI,NfD B, 1 w Il nl DI1 N; IN, I'r D A" I THE aJ'LL U t_ AR.-VEN WIND/RAM NTROISQ), - 0 T DCWMT !`M (NA , ,}sf u, r A•,A- N lk5 AS M15L :8' -'• I,, -11 SET I I.EACJ,'ED IN !.I, JR.ANING FLJS AN", B, :E•;NC..IJ :,"IN,, "i Ho".IA..NS / - 1 S"..C- i AN.:n AE. A CI$`R.tlU,T) ELT A. FCW1 S RtN 7Ull & Sf -TALC f: M LAN t A IAL,AiI Y 41A 'rlN ' 11VFILZ - EI ME UR'SIE .,TNT A -RL - .,I `> A3'P RD 7" ;Yn , JOIXIp �1 I11-10 IANiLAIME IEM '.f A HµFI 'E P...0 11,:HC1i',, AS MM:JEM_11IPED ' :LC C:N TNIK.'11 ••ROD'"c c, nn, 1 EdA:- 1- N'. Yf 41 I I% 4kO I,'' IS CNU,hCf.N ? GONERr: ASP �_-,� •ul" PRrJNLE ,W G424A1K'N r.FN 1 3.%, P. •) IOIN A %"I iPFCY I- rrT_ 1 WH FEF!1C -.. E CV'-10N:, :,EVMTF FAOM THE PE: I,i/ rF TAP_.,RIP µNQ-i. AS AUN41111.tcl 5 RE As, rp,C)"PIJA f'.: 3100 ,s I I 1 'MNAC' :F T� d PI - I L BE -Y oR E $E;F UI PURCHASE AND ILONO_A tX. MC:UC G F 5D _IF THIS F'RJUU!CT MtIIBLE A `) MINIMUM C4f3EDMENI OF 'AFC, D,I MK.,Y,PS NTG PD ARFC :' N;;P_"E <HWy BI -. 1` ;' CUR PAVE -PIA iF EEVAL yASC I. `N fH5 P -R v10EG HE. -HE -- 71 OETAAT[ FROM THE CCNy;llli,v5 OEIANE ON 'H',: DOGLIMENi ? C, •G µ1) RANEMALTT. 'LIS ANO 1 1! - III CF- TALL 17NIF ANCHIJR'+ C,,NS'RUCT,IIN SAFF-f AT SITE ,; THE _ONIRAC `.N. RE'-PONSBI Ih A,; CALK. IN k SEJ,,D -SE. ANCIUR SU,L' BE ENBLt"D '/e' N F3LJPfrI CONI: RETL NO EYDEUMENI MO ,ri TLI1 ;- LC' TtiA N i'+_I;MLN' WI. ATE 111PEPEE' IN AUC 11 Urt'.1ILL $',ICLO SHALL BE -ER IFTI 1 ­20 SCREWS LSEC '..' E 9E , 2' LJN - MAINLY Sf( )LF• S uCC I•. AK: , .,Nl.,u FOR WALL< VV ✓ H - J fJ AND MA. BE fADEU CHI.. 7N A. THPFA,rOSCREW", / ,LAL IT, Sr "V .- I''1.O EC '11N., fif P. E._E[' R'' A _ORI7 BEGS -P D ENGINEENGINEFA OR ARC T M111,H WILL, PEC`AIi FHF .1.yUT 1X WIN Ell($ If. EC D RECORD R ; FOR ?HE PROJEC AND WHO W BE RF -P•JN "CL DR THE ;ICIPER JSE O• THE P E " ENGINEER Of R['T,R ACI _ AS A I f L ATFD FNGNEEP. TO 1,If A'.` IN VISE * PRE,A57 5'DNE.. PRE -A I OH. ROTE F f 5. AVERS 'UCT 7R M KJD EVAROS BE '.LAND H, '• Er, F. M _R. SHALU >U'BMII T' HIS AnTR THE SITE SRt, IY. ;,IRAWINC5 F 'R RVAT..W EMSPNL WALL OR FLOOR ANCok_-:HALI. BE ,.11N.. ;W)UGH. T,I REACH IHF MAIN STAL1IUP[ BEHIND SJ�H IANf.,S ANLH„RAi.F SIALi BE A'_ Mtk'"IONF^, N A 11 AND ,N 42-, Iel 1H'S L IALL REAR HE DALE ANC OR",:�NAL ,E.AI AND SIGN IJRE -N IHE PROFESCIGNAL tNITPIEFA 01 AF'-PC 1. kEAP T ibl To fA15,_ iE'E IT -Sr tyA yTv_ 9Q UTTER MM AV HIP" VIBE SHALiTBE LOCATE 4 FEAi,1' .IS&r LTCA•C AT STORM I /a• . APr W AFC.ORS AS DUNE I RE.: B. 1 BUI,OF 1' PHI, >I ITTEF AR pRt AYCE WITH SE•_ .N -.,, Y El41T,FM'IC CODE IE LABEL Ile E A,- N-1T•ORS. AC M I.Cn REC TY ,YWALINC ,JN4 P, ', I S1Mil 9E IFCCE fUk FIERY v,>I.W,NG LABF,ING -• _OUR'. WI`Y ... JA'rT OF 'N - , •.' ' 7 `J1, It' S� ANCHORS 4 C 'BLITEL P '.1 -' 11 �('PFW, y A 5 F.r ALT) C-_;.FIUA 30 DNc; "Obc (DUN , flDU I.) THIS DRAWING SHALL 7OILY BE ,USED TD - 1 III 1ANt,JAATE Fm Alf 1 AND IANEL.At"IJSI IONS. AS Mµ rl ACTJNEt 3,' EICr. JN'I U"icv OBiMN PERMITS IN T,+f STATE OF ROFOG D. 4f CAL PS T. ',kAi A"T/(�/ ... AN'tC:R<', Ai MAN Af AFD k,-FAST ,' l p�P4•�EF -,-, FLORIDA BUILDING CODE (Ili h Velocity Hurricane Zone P ; MIN MJV EANLCMEl. rA ,'11 rH•1RS, FLc AN_IMALFS 1u '.r to „a .N,-N YTf of rDONIJJ .1•,. I-"O', - B,:* 1' SHAI, PE I,., � ;' ' '.- P 111— NN I AGE GALVANIZED STEEL STORM PANEL _:. eT ei 2, _AL•-'N A S(ll.:0-S M.CHORS SHALL 9E FMB'-I;CED '/8' IN'D THE CONrRFIC B,:iCK ,NI NO CEAB�r i ND. 4'167 AT - _- - - .- _ - f 20 G ___ AT - --- MTU s, i' C Yw.1 DE 1fRMIRT[ 'd' .-IG s.Rtw ,SfP SHµI P.f /' Linr'. 4WMLN ',")U.3 GEC.'. I - 't--..,�.,.-- PROTECTION PRODUCTS, LLC1 "I'"u"' )GLOBAL * WR =� LEI:. N, WN 4JM IrIR WALL waH No sT.<.,. y 9. S7Ar Or ,• iL E C O.N,: uro 1. 11 "IEFT -- . � -� T-luf ,F:enyc mNa�n Cowin:I >«+t , iaJ,. �(OR DP' ' '"I PH«Yr (9.+1 20-176 ,.vxr -�<r' • u. (]s.x6.-e19• ,- FS' ,-,-.- I- Lm... w 4rgs/ONA ELLAAS �.✓s.-rurJ,r:;o.N 'n-A: �.„r Fr 4". -- __ L - _ t m ]E __ I- INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS CONCRETE OR CONCRETE J & 1A BLOCK STRUCTURES CONCRCR ANCHORS COVCREIE ARUgAs ,ME SCIeDUfE ON S.CETS a TIND OH 9) C'O.ICAM ANC.OA5 sa seHmuE oN WILTS a n QU,,N a7 1 _ ' I /1" l (SCE W-MU E ON - 9 urs a INACI c \ - F D r EXISTING AOVRFD 1. I I CONCRnE REOL7RED. - T 1 \S \. ILL+. ( CONCRETE ANCHCA, - sE[ x enuE a 4 SHEETS a TNAOuGH; - i - .. YM -_ vl I Exa me oua[C 4 CONCRETE RTOuIRtO L I 1 �,'//M�.]�//1y'y _ R yM�R 1 b]/47• - I E 1 Ezl$iINC-01lPED ED '!s ; C0IH"It", li � 1'---E /j� i 1 j II'I, 1 " ( i. U E1DST14G POVRFC . 1 ������ ' EC j4 I rs'�a " I' I o 1 I �' 1 E J G 1 1 EZ '� I �1-, - A EO.=, aEQLMTD t , I r� J 1 e'.;,-. [A I , /a'I.1/R. A I {j .910 YR e 1 1 L MR sno e 6 1 IT tr I. 1 I 1 O € 1 J a• t: ee F 1 f ,FVI M. Sp1AHHCNI 1�) 'Sy I 1 1 I I Itww I ' O C u 1 A n R11 BUR ... ""[ I I '��• ' @ALBS 1 i J O J 1 M{R ue 1 1 ! . . 91aT .` -._ , (�. I. t :1 'd' I - ., '. ,c I IS`t. 1 1 N NMWC I i I — - r l,.n,c I I 1 GAS. -, 1 1 I I I 1 I I 1 I I l f I t- 1 C I 1 i 1 `- i I i ( ,T 1 I } Y :{ I I I 1 I . I t I 3 1 E j ' "' 1 I 1 I 1 U )1 i I � � I I A'. E E I i 1 6 L!1 i t T, 15TTIIC POURED E C 1 CONCRETE on I CONCRETE BLOCK 1 RELWtRED E i . I o 1 (7 wJ/52- /„�° ,,,IT e ? twat, me e . I,11/7-OC ; ; 1 I 1 i i I 1 1w4.H,AVfHr ` I �I• 1 i i [vT., Sns e '.!.YI - 1 '] /]' nC. 1 fr.. I , I I I I , sJ [ 1 � � ... It, I C C 1 E -l"., A..."' C I 1 CONCRETE OR _ 1 CONCRETE [POUCH- REONRED ' C._: ,/2' i I _7.ev.J/JY mne I ., f ) i 1 ,r' ,Y ARP- r Fz15TIW; ^WRFC ED (B 1 1 ,NfR1' SRO e 1 r CONCAVE OR (, _� CEOICR E BLOCK REDUREEG / -•- -7 ._- 1 9 39' __ t"'®-`_e'. �'4A�' f I 'Il - EXISTING POURED' u L - Y,n �_ �Y,n - CONCRETE _3/4-- Ce - //•'.�-etc As 1 _ REOII� W crA,Vnw) -'E C 4 ,M d+/W�Ewc Y<'ni.ii H°r•Ic • � �� 5'K A../ANG "V_ - :sr, RR O Lv CO•K,11i AI.'E,1IN15 (SCE SCKDL'LE W ro,IrnETt ANCH0115 J N, (SCE SC+IE[AAi ON E, C.MCACT .NO•UI. „/a, M j,0.1fi sYs e . c IMF SCHEDULE ON SHCE's a THDOUCN .) SHEETS a IIREOVG•I .i SHE-i.s a THACLoH .) SHEETS IE PMOIJGH a) WALLM OOUN MOUNDING Ej SCAR 3/8-1• CEILING MOUNTING SCALE 3/8' BUILD QWTMOUNTING SCALE 3/6-1• ALTERNATE BUILD OUT MOUNTING SECTION 4 SCALE 3/8-,' Icrf E.D - EDGE DISTANCE -I s¢� �E i t r UFO. H�, eDARAIOAI 1 ZI "yTT (5EE SCHEDULE ON SHEErs a & 9) I elAS. i I 1 I lS ! i I ] , � J'' ' I �•" 31� 1+] A[ _E9.31 F WYATIQN-W-51010-45 1 � I 1 n' D C - caR ~ O W A "j� too TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY TO, I �,,MS T•CL WAY SLFT ANY INRALLATION' _ __ i ___I- Q� ...��/,A S E,V F EAISI1NG FOLDED ;_ '•- - : FLORIDA BUILDING CODE (High VelocityHurrfcone Zone) CONCRETE -s/ RCOV:Ru) ' . D ES _ 3 _ * : Trion T CO. INC. TD GAGE GALYANRED STEEL STORM PANEL I 1zl„1,� � s ¢� a r,;Rouo, a) : y'. - z;oC`�- _ c "•CEILING `,. ! 97/s/Two ;' T Er O 1NC 'GLOBAL PROTECTION PRODUCTS, U.C. a,E AND Q OOR MOUNTING -,, SeSE�ON-2A1, F .Iwax � s .-LA 0;�,,sM DNi° m.knc 7..F'e.1.1(a•I20-176 CoO.71° I � t 1,sWHArwE/an .7M,ER A nun . P E. - aen . or a Dw". Cori 6, - / I I I EC0 m'e TILLIT TESTING 6 ENGINEERING COMPANY wALTE2n.nLilr,rx,PE_ PRODUCTEVAIJUATIONREPORT ulie«xyA01.0DE1 RI. RP I,iLT K' 44L6 tL,".A. LicNllE N41 11).6'19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection—Products—LLC 4800 S.W. 51 Street Davie, 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. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is bed issued an Evaluation Report a described p n9 Pos d s bed herein and has been verified compliance "n fo rI 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 Re port rt shall be subject to review and revision in f Po 1 case o a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2LLP��UC_ E ALUATION DOCUMENT (� ED.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inte$�a(t / ,fills Evaluation Report. . �E �'C(/j.'l.,� - ,-``.�P-`V1GENSF''✓9 - - -� tdti i1167 _r sue_' * *- _ -or STATE OF ' - :4= s O.s� . FCORiOA .G,;�� 6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-153���tp(3$T,W-1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2- 1") - 15 196' (TOTAL W10TH) - - 15196' !TOTAL WIDTH) _ _ 12 500- (FIFECIINT VIiDIll) - - 1 3P0' - -I 3'0 - - ,.350- - 500- `.500- , I - 135� - 0.03e' WN i.6CA - 1.350• - � } ... _ .I GO: r l�'_' f_"-�'=..i.•A I 1 F- - - _ �, /: --r-may, - GAI.VMQED STEEL p-- AST) A-66J 1, `2y0 " F t 5A ` •` 03E' YW ,1uCN , " 2657' V,LVAW2ED /ma's •KMMEO j _ j� U ` 1857' GRACE 50 WWYVN.I HEMMED - 2 000• 250'- 2- TYP ' HEYMfD STEEL /• A: M A-GSJ EDGE `- r --i 2.O"X' r 2rI.1• > - 1°� HI[NMCD TYP G-60 GALS OC... I - . 4YUICC SC wNY,IM OCTAL A_. DRAG A_. - - `I a 4a.F - , .,,,- .-. , .350� i 1 I - 6 250- - 1.350 J)STORM PANEL 0 END STORM PANEL - 2.16>• - w AANEI'S LNO OP - MN� FOGr 'I ' 750- IL'D- il- R. O 125- ft. a .750• - 1/1 .-20. 1/4'.-20. _25 "I SEWS 104 SEAES w/ r(1 ` , -11 100' F.a6V' , -- - 0 ' :DDe D, } I_os 3' R O. i- MUD , _ � e9 J' _ _ _ _- -i I I` 09J` ? 0 00' '1 2 115' - - 25' S 5 SIUu RA - S.S. S,La R L. .'SO- - I ' ro NVC:E • To AMCIF • , _ - I 1 sDo' 1 sac 0 250 � -__� J ` -:5- 093-,'. 11 SEr� 939' 119 SEE ECTNL ' DETNL I HE AI0 " I A.- )375' 125" 1 1254 - i (3); FULL R -�.! 5- Yo. - 1.500' _---1500'-- ISOMETRIC VIEW DETAIL A (I, _ 2 �_ _ - -2 D00- _ ROUNDED CORNER O ENDS OF PANELS PALL R. END .IF WI HEMM[c ExE. 02 'h' HEADER (�AdS[LE "U' HEADER WiTH STUD N-:5 (4 4 ANGLE 4 OGLE WITH REVERSE STUD %CS . SEE GET. 11/1. a 21". -- �- E ,i A 344 J r {� , SW r IYP TOP EDGE P (R AI$L __­7_�'0 374' -_ D5e" 89' - I 3 _ am' tBB'- `10' r640- - 750- - ,,25' ./.Y-2O 30. SERIES STUO TC 1 .07'1 063' R 625' 375' ` - n , 1 , 270. 656• , 671' T 1 M,C.F a +I T OC L-11 390- I 1 06}' 1 343' A.M2- 1.671' I '9� , 500' �- j I 5 ,6'. HOLE FOR // IqM A 1 SNO - - jJ 1 - 093 -�E - A. , Of 5' 0' LOU ENTRY PANEL OVEMM D5 7' I .17 5 1 I D00' - , I I .Men 0a5- 61A''� - T 00tl 084- -..TYA ) 7 000` S) (SHY HOLE WASHER - 063 ___ _ © 'F' TRACK ANGLE (R 3/8" 'F' TRACK © FLAT PLATED M u .DM I' GD56- (M.I,) - 094' G:VAV12E0 STEEL . - �� -1 -344'. I 1 063 M44M1111NN/ "` A. rr "' r01.1X ..... 4/j ys gy1Q. \}r- SF ... am WITH STUD 375-. 'f +I -. 875'. Z _ - -8 No. - �`j J 75- 625Y ' - : * I FLORIDA BUILDING C (High Velocity D B LDI G CODE (N Ye Nu Zone) I 25a- 1 Ob3'- - IJ,MAC IRC.EL 1Y.- - ii75' PI/•T.o wrNc N„I EDGE « P°MMIEL :*'; tt - - STATE OF •:�� '2''. 4, ';- Cron "Co". - oe y rri con. r. 20 GAGE GALVANIZED STEEL STORM PANEL yu,o, yr 2 00D OETAIIL-1 © KEY HOLE AT PANEL ` -, . -.-- y1T�L a _ 'a„S N0;;7tN' - i' ! �IL E t'� o7/"/" GLOBAL PROTECTION PRODUCTS, LLC. � r. O8 ry'yyTXt 4' ` A1�� M„ TNT rE 1- A100 sW e1 STRW AWE. R LT3 ALUMINUM ANGLE ALTEANATNELy USE WNc ,U W OU AKxamRc W4YER w/ ADDITIONAL ♦ ETIaREEPoN9 COMPANY .'► I.:. iai .,l._ r--1 o, ,� �. t.vtaea-Iss, TAX (.e11ee9-clot 20-t76 u„ SF[L 0. MCz[t P1Af[C STrEL) PC 4A/vAMIM.FNAK WAL,FA A RLLJr JI. P.E _ii� INSTALLATION DETAILS FOR REGULAR PANELS (1: & IJA END CLOSURES DETAILS FOR INSfAU,ATK)N IN POURED COMM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MOM 11-0% OR WOOD CMX-N DR PM, 11 Ft MLE IO MANuA1Alf A(US ON u TAP-,_,P ,/•-.---v,• - CONCRETE ANCHORS I,PL'S ./ /e'.oL(JY ..' VALID FOR REGLEAR. UFE SAFETY AND E-Z HANG STORM PANEL SYSiDd .'SEf s[HEDUIE ON 91w2T a k 9) I.... a- .RG SFEE75 6 THROVCH 9) OC - I•,__I, _ EI f I ----e I ' REOIA9tD. I I D E -...- - ;- 1I Mo.A. ."uem, a s°P'<- .m, Ia°`ee.e C- II I con 11 i i, ', 3) N . . 5 1 1 .A6 r - 1 I _. _ rH-tom ,,WW t . ; - AlAA1c L_ �a 'I ( s I : ` n r' ❑ EK'STING POURED ; Y I 1 I t I i •:+'. .A+,: e, 'r- I I. o71 1• ,N• 1 ! I I I- ',ti CONCRETE I ] I I m, NUH „�, - 1--- 1','W�1 -. I- . I CONCRETE )ROCK Bloc- 6 I I CASE A fP 6141 0"17+ H' nee i. ;a �1 _ NR $CAL[ J/,0+1' .X N i I 1 S' i f. } ...20•� _1 I. aR,/,T.iry ileYTE.Y iI + J, . uAs _+ 1 I i I I p{( E w:"2" CASE B (PLAN) SCAIF J/16•nu',m M�A4_J'1 i r 1 YC nor. I E I I ME .—I � I 1 i' 11 -:" ,NL tE1•M,AT,D, 91A6. = SOIOI,N 3 I L_ SHt_*I ° ---J I w IE.AA aN I R' I I ;'i . y I ; I 2 S< Mee. °ENS I:,/]' • n ed0, u �A.'a(° — - 1 -. YI,ONa. 16 .1Cao, N-I• �" f, "�„( ' 1)-% , ', /'�. I - 1 1 �- n 'W/I °w�u 13 b I 6 r.] m RM. _ `e�e��'.',4°'.`,"o„'a'LrT ^/// 1 `.!, ' 11"� ._ ' .; I C r + 1 ' 3 !' - 1 III( ,Ie./ - ..NET mNlE+t — EAt511NI HILRIED ED I 1 1DF°ACDNT'E1i liflcl, i i fouln" 1 1 IE t0 EX'STINC POURED CONCRETE OR .I I 'ALA iCASE Li -.- C (PLAN) SCM.E J/16-1' nr ,Im f?,� SGKE 3j16-1' r 1C.ONCRET"L tlII1CM1 -.±. __' N�_,11. 1 RCOU'REF _ t /7-I, - I.OL1S a/ 1MY )/J]' - FW.'°"'RPp, em'' a.II, P- Nr -,.N DR PMELNAEE _-.-. - -, -- ..W MP a e' C C _= eNq .e w"�'C,•,NCALF —n—E'—.:.--' mavl'N"•N a Pa .odd a ET Y,ME O .DUD A,vrLAMrE PLUS CA OF TM -OWT, LGNCoEM ANCHORS _ - -1' W^ - , 4 ' "Yr•.� s aY�T f0'7.. N I n... " A••„uA 11 ifs LL [ME ,olrr1`a A, M DN W„' hiou ING I .Oil (YE S a I-R ON SNIPS 6 4w4' 9J I - 0111 n ^ NTING MOU3LLICSY T 1 _ I -- i . ,' SECTION 5 k 8 YYley.lFUi , --_ 7III _- SCALE 3/6-C SCALE J//8N. ' -•MN. AAre. rz W an(Nr-- 64 • . a.E1uI,D "DIN) I '.1 ' '1' �jCLF�' _ =., eAcaaO EDGE GF Ex;S'rlNr, a DAENNIV; 1,E`.' 1' YOOE vAR,ES 1 1/a' E.D. EDGE DISTANCE li ,`iI n © E� roe. on ,(IWpW:u m •,,,n7r` iHIC,: ALUM TUBE OR I' , (5EE SC(! IF ON Itilt CASE F (PLAN) COSTING STUCCO/ AT WID00 PLATE SPACER I I _ .OGD BANG SHEf.TS 8 & 9) SCALE 3/16.I' e NEW 1' .10E . VARIES a 1/R' I. 1. ti.(iT_L_F9_RSO.MBINAT70N OF SEfj2Dj15' AVM TUBE DR I' , vARES ' Pe7 w olo PLAT SPACER ' - BEHIND iRAC, 1 , 1 TOP & B0704 MOUNTINGS CAN BE c x 11 COMBINED IN ANY WAN TD sulT ANY CASE E (PLAN) SEE S?EDn"�'E D„ �I ' ! INSTALLATION SCALE 3/f6-1• s,EnS I + I (� " - a a°rouG, .) I ' ¢r. cPm eJ „ tEA A TIE(/N,, = -?'= - --=i __ LXES'NC POURED -- '- - MM. SMcc. _F,M"TH B .' .� EI �' ✓y: FLORIDA BUILDING CODE (High Velocity Hu core Zone) - CaNOR'T ANc14,RJ __ _ (.Q ,CIET4Rr I I/? . PN vane • .) }• „O, CONCRETE CA .AR ..I[[F A11. TO .0 CONCRETE BLOCK EARN.-- pE WE1Tp I'1µ REWIRED .Pon NL1cF 2 •. r NO 44167 '• A]0]0 TLLl[C0. RP- 20 GAGE GALVANIZED STEEL STORY PANEL D,y,� e„ x` SECTION X-X SCALF 3/a-" * - 3 -a•. ' • - ` — - �•. GLOBAL PROTECTION PRODUCTS, I.I.C. e' "/ DETAIL FOR SPACERS REQUIRED AT TOP OR Z_ % 9-'. s TFOlt IL ECOIea. eao a.. 6 @QQOM TRACKS ADJACENT TO STUCCO/WOOD BANDS °- O ' R ►, h� r(S •.. :RID a1 331.ET 70'zc.' nu.Fr I[srlWray 171d� MO cawANY RAVE. R I,- ( e,Aeoa o E n..tes.-I..s .a EU )m-elv 20-1 76 , ......• . -I a F- nfs/ JAL L -- CA-C,CK . "M, ,I,I.npllt` �f'L`i''��R -TER A TlufT dr., PX RVE. L< M1.1 " _ DkANNC N, °fir J °I PRODUCE EVAILATIONREEORTNO 20-072705 2 2.2. TEST REPORT%- Large missile Impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No, 1 OKRA-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 23,3TRU0TURALMINEERING CAi,CULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length Va. 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 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E. 3 MISSILE IMPACT RESISTANCE: Large m' Issrfe Impact under section 1 809.1.2 of the Florida Building r9ulidin Code as per Pa 9 SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized zed Steel Storm Panel ha s been verifie d to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 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, 11, 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. - _,� � A,;IT.IQN, I. � ENSF �9 "y _ --1:n:44967 V i q'' • STATE OF ,'¢• a A ���`' '. I. k, - Or F........../OMID .•'�� r` HS /GNAT E G��+`�c S'N C I ( 1 46L#a 1 I S INSTALLATION - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175- Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. B. MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175_ O 7e LIMITATIONS AND ITION�ri tv CONDOF USE: '" 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated " on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 J prepared by TiReco. Inc_ and signed and sealed by Walter A. Tillit, Jr., P.E. 11 -11 7.2. Product shall not 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 concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). - ��� ` tiCENSi....;P'%s - I Z ; IttT 341ti7 WAggT7��T�•pp ❑❑�� Da TILTECO ADNION RECORDS t P E. REPORT.201 GLOBAL PRO{f, f4N PRODUCTS, L�` GALVANIZED STFEL STORM PANEL \ DRWG # 20-1751 REPORT #'."727.p ,p PEAD 10 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. 1'Al 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 & 7W/11 3. o"J, ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS B At 9 YAz_ _ __.I. 1- MIN FOR WOOC SEE SECTIONS ON SH+EEYS 10 A 11 - ,• .N (_ _.. _ - ._- --_ __- __ O O O O --.__—__ _- _ -. .-_ - - - _: —_ - . - _�_-_ (4DH®A® CG'• 1 T- - - -- -. -- -- - __ - - -- - - -__'__-__-_­ � I _ I _ _ I ._ . �: .,BOLTED PANELS ill/ 1/4.-20.E-- : (SEESEO PANEL S :( 'I 'SEE SECTIONS AS : 5.5. M.S. BOLT WC )RLA„ 3/32" - O EA WING(SEE APPLICABLE) _ EC APPIAR _ SECTIONS AS APP r LE (SEE L..AB II) . . I • ED 3 D.M..®.®,®+ . ..-;-- _. ®'E 0• 4 -®,©Of _ 3- MMANA 1 /4, 2/4. 3/4, 4/4, 5/5, 7/5. _ r wN _ 1W/10, 2W/10, 3W/10, 4W/10, 5W/10, 6W/11 & 7W/11 +6/5 _ ANCHORS. FOR CONCYETE SEE SCHEDULE ON SHEETS 6 A 9 _ FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 REGULAR STORM PANELS A & 1A, ELEVATION N T.S 1/4'-� GAP 267' (MN CN`E)A AP -1 'WHOLE VALLEY, I' I I - r - - -- - - - _- - --- — - — - __ - - - - - -__ `NetM,E 111I, - - NAX GAP p:`•�F.P. p:.. I j �h Jq ?�P�'` EN '' . FLORIDA '',. FLORIDA BUILDING CODE (High Velocity Hurricane Ions) No 44161 = "°n T'n`D' INC 20 GAGE GALVANIZED STEEL STORM PANEL D - : -- N. SECTION A -Ai * IF x„i--. 4�- _ GLOBAL PROTECTION PRODUCTSLLC. a"a`,ri030 Nr5 : -a•, .ATE F� W.if f L- IINI< .evo s.r i� DRIh°' ' I It E�EWIMECRaro CowyY awn. 2 'y,,%., `�`' � sl —r. ,NCNC (RM)MK-T°42D-776 q, FSn ,= 1]on-n`,.,m E_ E]mE a1.,,,,'" c'w.1.c ,M gii� HEX,,,% NA: u/MCNAuIll/IM1T -- A L_n.IT1'i�iaiL -IRA M 111FI14Y'- 91LIT ) er ]! INSTALLATION DETAILS FOR REGULAR PANELS, & ,JA INTO STING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE AQURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK OR CDNCRF1E KOCK OR CONCRETE Bt OCK REQUIRED DRICkm At4'HOAS (SEE sfh@Rl ON REWIRED 'M A,C+NRS RECUIRM, CONCRETE ANCHORS S,4T 9) (SEE MmEWLE ON "M 9' I (SEE SCNfDuu ON SHErt 9 ) - 7 ) a 1 IE__..; ? 1 I E ID I - ED ; F0 ' 4 `-. : I ! 1 E M"To aAa _ EI1i, 1f - A I w' al Z 1 '•' a.Im UST H I ME,T el I' 4 r r y� H (F) I z aN. �xte1.'•� G .. i N ,,/.•.-]wr ,..5 aDTs Y/ 1/a'.. J/J7' i �. I chi S 7 `I i,/.. ]D.I• ISS e-./4�1 1�/aY }/JI'IT(a'.. , i'- i,/. i -,. IS.S ealt5./ ]iJ]' _ C' .1 u DUNG NU, • fA[i, :CMRLAP - 1 M, „Ilr a ERA] f V I WK IRA • TA[H } I _ L 6 4 I IQ4°IAP 1 ISM 1 -9 GG ( i I : i i I , 1 I. ibt _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 - FOR WOOD SITE SECTIONS ON SHEET 12 " MO. 2 67' 3' MR, , • Yin (MN OhR.AR .1 MNOIE V EYi t .. tp �2 K711 Mn D.N. �ao 01111,11 Ij _ i _ Ij I! I I I/.•.-20„' - . i ' ( SS a0.2.7 ]/e .. J/Jr' RANG I I .. I Arta EVER,' 1!I 41.. ;i �; I. I I 11 --I I I I -,_-- _- . -- _., .-. "__ __LYeE Ii i I I i__.-_ 50% - - Dr l' �;A` ._ I ((( I I I i r .._ ___ __ — e a n tlVu. �17 Ya1 - I _ f}ISNf. { i SDI � . 1I 4 � LvrsRrf-1 f - - F'CUE E2 _ OF 1• NT ! 1 OF L' IxwSS 1 �I 3• MR, D.Y. ®OP t� NO Iq[/R 1' M.• -2 MAA i OF It'X , `Nn ANCHORS. FOR CONCRETE SEE SCHEDULE ON SNEEI 9 d FOR WOW SEE SECTIONS ON SHEET 12 L E� �� �u -N MAX _ - IeLwN ED I LIT REGULAR STORM PANELS ( 'k Q ELEVATION mo'cu i i SCi4LE J/32 = -E_- I LE-- '-C I lir Max. GAR '. ' , 'SOD' , 2 67' t__ 1,//T�• ' ,,.'4'.-20X3/.• SS BCL, I ' (MN CV9RLA _ I ,*'at VALLEY) W/ 7/8'.3/37' WING NV: O 12 1/2- C2C CONCRETE AIICMRS A �--�' \�i�`�-/ \ / L�� \ ECNEREIE ANCHORS (SEE S.)— ON I'.• MU, C>Ap ,. FFF COHCRtTE SEE SR5 STAGGERED ON s,En R) �11 W/ STJO (SEE SCHEDVLL OII ISF[ TCdCDu1E ON sNry .) S.Ev °) AMNEO CONCRETr OR SECTION A -A (Ton.) POURED CONCA[IF CA PD 0 uYE-ITE a ROR CONCREIF BLr ROC. WOUIREED SCALE 3/3< -I' MITE 9.00X CONCR mou"I.O REOLVRED DIRECT ANO WALL MOUNTING DIRECT AND WALL MPUNTING DIRE .-MOUN MO INSTALLATION INU6"Ailo INSTALLATION SECTION SECIJON 9 SEC SCALE 3/8-,' SCALE 3/8-" SCALE,-?dAAI.L. E.D. - EDGE DISTANCE K1E_fOg_CMWJIDa_Qf_$LaQM5. (SEE SCHEDULE ON TOP At 80"UM MOUNTINGS CAN Of SHEE- B) COMBINED ,N ANY NAY TO SUIT ANY INSTALLATION. rl n FLORIDA BUILDING CODE (N ph Velocity Hur ca a •}a a) a) C_ Cn N CU (D � -0 U N O O -o O a) c � ca-0� .00 U a) a)N = N = -0 M U - -= .ui � -2 a) = C O _ CO L.L. O > .� a) � Q i M -0 .= CU � � Q c .v * -c- ,=, Cz a LJL_•7 N m x r LL CS. N 'o Co -I-- -1 N a] d a � c. c a 0 � 3 T , v °] u > c c, tv 7 a c E Eo O CS- L.3 3 u OF-1, F r14 Z W J w M Q Z Z Q J d SHEET NO. SH 1,0, I I 1 Ill 11. 1 ,DGN.�4,xA I m ESMRc 4N I WALL AND FLOOR MOUNTING INSTALLATION FOR fl4 •."-I.15W '�R m W"ALe4 , _ SPLIT PANELS OF.�R P+ 10. 4 6�16.., -r_ _ 1E...T ,N.O.ws tsa »Rout off _ _ _ _ 11 '� ,2 ``,1 i. :aNLn i 6°`ss 1 I Ott' 1 - r,xlr/.'q-e' I'.2".I//..•p'-r T T. ..--._r_ �- 1 �'Ibs• 11 \� 2. , : -®( j 9 I•.i'vimlai c �S 1, • �- eonon :. I I 1 I 1. ! I. 1' _' I I i 1. A 1, -f r I 'F_ ,.a1 i- 1 Lei,/.Y,W,N- I , i 1 1 i i : I 1 i I _I _ Imo- L� 1�• ' �- r• - ' - .. ' 7_�4, /- ,.mror a NUI i I I I, * 1 I I l l 1 , l 2 "' s/1.Y iAPEON !� I' 1 I EDOE O wALL ) L W eMlan * 1+/•• C=4 1 I I I �'.. I ( APPuaO¢ ®' ®, . loc lwi. o :) s/re• TAKP s. 1 11 1 I I I 1 I -1 ,' _ _ - 1 F TACI[T[ P aoNT I..aeta I/ x , I 1 I -.� 2, 4 -_ _ R!o ■0Ca `. NNOBTE aIGP i I 1 { ! MN ED _sU0 .1. I I i I I I 1 i I .41 1 I 1 f !) 1 1 1 I :I 1, ELEVATION SECTIQItI X-X , ' SCALE• 1 4 a 1' t 1 1 I DETAIL 1---1-.I, - -- ' I _F _ Iww ./S -o- Ne< rw: `' ITT?�-T-T--T __T.T`. - i J -- ---[C.PIN . ,R90P M, - se _,,,'-'---�,- yI rules• • (� xM➢,AE -�--� '1 1 0< 550 ,al. _ I I . , InA,N :nP6d ry.�.f P�NerP - xK AN eou-n Au v .Ma I! . i i I t i i I i+ l i � 11 I _ :;- , f ih .- ,„e 1' - !I lllE fRrNLnx D(irl i I I I h i l l I I i 1 I i I j i I1/A_ I 1 1 1 --1 uo.y'ane v_.cI. +-'3'-' , ,/r ! I I I I 11 I 1 `.b / f, V1116 C EONae7,. Geo," --- "" r0 : I 1 i 1I SS SKS • e' P Y 10 / FILLED ROCK 1 1 1 I PNet w '-o• - ..a 1 -.,gam (]1 1/.ll�•. T,*N 11aT5 - ! t--�EA�01 I A , mas.,w, .`AG }- - _ =sue_ _ - N/;"* * . Mn -__ _ A 2 I I ` 1' I T 1 1 I z 1 I of •x o ...I.. -no ...r r. .AuoH _ � ,1 � I I !I 1 1 I ( - v - rs.v...a_r - I W,n M of �Q 1-�-' -- 1 ,_ \�- , _OM 9 . It , • TA YI® _ V 2 (]IP�tO�• i DUI, l--® - - ®� ,I 2• -- rRL-0n ,PM • ,ZQ N4W, SaNUE I---L % -j I 1 I II, SECTION Y-Y SPLIT STORMPANEL ELATION '� 1 Ij•, filEllbIlgti uaa 1 (`+ SCALE 1/4•.l- DETAIL 2 SCALE 1/4--,' P.•Niu Mn SCALE t/6'-,' 17 EN L 0, Yi1Cii�i . 1 Writ OR MN ' Ii I/ VA ' ' t11111I IfNM SCNEOULF I `. I I ~ I CpSMn AA- " " I _," sENNA1 ( I I I ON SNQT4 . ! .) C _ _ _ i 1 AAME W/B -Y TILL AA1WL I 1 IEHMM 6 eEi,`el PR[SIUR M,WG =�El� °F S5P Pal. -TOO yr. {56 w.KrA( ,--"-�.� w SEi rENe r, 5. ♦ . W .mS .. e) ` _ _ 1A SHE, . Vol MULLION REOLINED N-. SPAN in ) • TUBE MULLION - 4 C-6• 2- . 3' . Ile- D C-4. 10 5'-B• . ..• . I/e- 5'-a- to 6' IOC 2• . 5' 1/5'. 2' . 4' 1 1 '4 It'- to' To a'-D" 2' . 6' . I/e ' WS O +,e FySOR ,AS_070EDSOq PRESSURE RATING •• M L TO ESOP +'to 35NLE 9E ORRN'LO SECTION 1 NGFN SCALE 3/6-" NO'E uuwoN CAN ALSO K INSTALLEDw/0 STORM PANELS ON TOP oR BOTTOM SO THAT n IS LOCATED Al TOP OR BOTTOM OF OPENING LORE PANEL ooENNG w/ TUBE Top R BOTTOM) FLORIDA Hurricane INSTALLATION DETAILS FOR REGULAR PANELS."1. A ';' Al INTO EXISTING WOOD STRUCTURES ._I -1 r 1{--- .) M. roe.. roc IMv Mc gePN .roc •/ � I+,�, I i.:I /-.1Rm,W1•'6 W1cmSP'AmL""'°� 1 • 1 rWP INbR•MY,P-_-- U , .lEWn.PWOAy- Ej}_--_ -e./ WI* .PAL1 "./ 1'r3/c SMwS ;A�O�IR•0 KEP+INAP,W,•1aK1M,M•i i'-- �_ I/,i �(Y,�i neWI�,OR1MM, 'IPR"W ��I a "Q 1 (, -,:- MP ro -j I pR�NO . oP__;_ "-f 1Y I ' �WIIM°•0'•Niq 1 mG.H' ,� I I 6f-44+ tIr- j 17 LI ;.!1n ¢ ;'vr •°"r<,wW„I�°PWNW/ill -1, II , f I y9 IPPP ""' �410" 1 _ I • I ' I Y : I i re; 1 -Trio W C ■ B 1� fa[..vi-.% : }■B - I I , �, ■M_ I I ii� I, !0- f F. I =41 �' I \e -� '-aMmasN6Me IWr -- I _ a a° . I 10e T REAR I A a>O�MYTOI i i LQ�I . I > / 1- 9 L5 6 -F [y' ! ,.I .m.Tw I G �- q - - �• t - y j ,Wo rMF _ 3 D I- w'�N> - - e .o. m am ( j oo,eM+IDN I y i ' aAa. 1 E } i , E I INSTALLATION ATION _ ALTERNATIVE ;W �,�� I -.I"'- I j ;AI I `. SCALE: 1/4• - rNP. • o< , r_-=�f _.ow TEx I Nnu /rrn - l TILL f __ i os I i 1 .uwm I --A- -AIL Lt-L )�_� N -. - 7 BUILD- , OUT MOUNTING - 1 1 I. /. .nW'ep - . � /,.'"' _..-­___7 .r-�- iwAP.P INSTALLATION - ALTERNATIVE 1 W I It N n. A - - ;( f _ - I A 1..*Pr W •un 3' SCALE %W - /` . CEILING t FLOOR MOUNTING WALL i FlDOR MOUNTING WALL MOUNTUIG INSTALLATION- ALTERNATIVE tW INSTALLATIONS - ALTERNATIVE 5W (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. 9(YLL 1/4• - I- INSTALLATION - ALTERNATIVE. 2W AS.D. DESIGN PRESSURE RATING) SCALE. 1/4" - I' SCALE 1/4' - I- �i,�oc -li,' i i ' I rr• m _ 'si c.+ I - "P.e .P - N.P. 1 S •btl.L- _ Mr _ FLOOR MOUNTING 1 uNuu NI INSTALLATION - SECTION 4AW NOTES: I„LN•A. TI L , SCALE: 1/4' - I' 00, C6;I 1. NSTALLA71ONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS `, -.!� bi ••'f1 UP 10 +55.5. -72.0 p.s+. AND PANEL'S LENGTH UP TO a'-B' ,.•T'y�?.••'��CENS •� FLORIDA BUILDING CODE (High Velocity Hu 'cone tons Z. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL '. ND. 4167 z o3010 T'� •A' 20 GAGE GALVANIZED STEEL STORM PANEL rP o]M/wa ,\ NWiL10 CWIWFUN-AnON QF__aFw _. 4�y GLOBAL PROTECTION PRODUCTS, LLC. °ACE. 'OP; ST E OF :. �� _ i L E C O ,` INC. Lem S.W 51 STREET TOP & BOTTOM MOUNTINGS CAN BE '-.,AG,eF;- Ft. FIND ',:' '7/1'�.' TILLT T11 LW a C1, o4C0,1P 1.r ggxL (Rs.M0i s, n3'''NI ns * -a.- 20-176 'O "tN�`7 - COMBINED iN ANY WAY TO SCAR ANY S A " � tat n .w ,e ar) m-IN, auwx '1° �NSAQ 'AL -- INSTALLATION. a-moW„p '1111N IINIU /mow /D"R 'tlLTERA I-. PC. FLORIDAllc M,6] _ _ _ j _ S.[a to O Is CONCRETE ANCHORS CONCRETE ANCYKMIS FOR CONCRETE O.C.M. SEE So.Eow ON SHEEN 1. TOR B000 SC.EN SEE MC. ON SLEET ,S , 2. R 1W/15 (SEE s � ION (SEE u � oN _3-_ ( ft. •.:. - - _( `C.EO caNRER ,�. _ l.J ,- T/4 2/4. ?!f'4 3/4 w 4/4 1. 2 h 1W/15 _ 3: W ...._ .SOD' REOMRER i i 5m- • •- _- ...- 1 -- . - PDNRED CONCRETE I _ - -._. , 2Mw• - t (-�- ...Ni 11vi I�--/- I -I- _T-'-'- ___ _ , 1�1_ _ - _ F I 1 -_-1' i'�i •I ,� I `, _ 1 1 I; ,, I I 1 RENAR_D \\ (. CaIA fpt! ! 1 I 1 I : I I � \ 11 1 1 , I `W 1 lI _ II 1 I 11 - t , I 1. _ 1 1 1 . I ,. I ,. . I : : SEE %tep.K[ ON is L• - m ScNe .- ON-.1 L • _Y - I I• �; 1 i ! j I I I i I 1 j 1 i ' 1 I I i SHE 14 r SNEET 1. i I(END PANEL,, 1, 1 (INTERIOR P I (-Irmo,, PANEL). I (INTERIOR PANEL) I t (ENO nANI)I I I - FOR MH. SEPARATION FDN Wn. SEPARATION 1 j I • I j 1 j I TO GA4 t�Y / I �/p�.]� } 1 1 l %�MNG•�NLh: EVCW'I E ��EAI,G•NItIT : CVEiw a 1 1 I �I,m 1 +� T- ~I Y-.- 4 i i-_I i i^-Y-+ -tit-_�E.E� I , I ' 1 - _ - STUD IO I7 • /2• o.c _ STUD * 12 1/Y ° c 1 r 1 j I„ 1 I � I '' Ili : �f/ •I 11 I I1 ) I I I 1/4•.." uPCNNE � I Ve' . , /�-.--1 W/ SPE[DIIUIs s/e' M- (ale ') _- ,p-n,N 1 n III I 1 I,. III 1 f 1 � I ' I I is 1.: I 1 : 1.1 . ro * u /Y Oc. 3' 1Axr (CASE P) ro * ,2 1/2 Oc. .. i I I I ! i ! , ISR LP1 ,/,.)j !, ry (SEE DIET FILL) I I .' F I i i 1 j 1 I I 3�111I,I p};i1 I I�,i�iit I' 1 1 jj 5Y2 i (N RIPNnR LOOtTKN1 , I ' 1 I i I I F 3 I 1 [ND .ANEL51 1 �l I 1 I I j , Ij-�+-_ -e! / / I {I yy I I .1� I fY�r IomMs C+' -rt / :,Itj. O I: I ® ORI I p� I I ( Du.LR ou J i 1 F (S; <`j, I 1) I;,. I I I I I 11, I PIX.tfD CONCAETC i 1 ; it'll- F,ORARS . I II OR CONCRETE E I I; WAIL I BLOCK d NORPED ' I r I F 1/4, 2/4, 2A/11 3/4 Ew 4/4 1, 2 & /W/15 1, 2 & iW/15 Ii I I I - ! I UR ANEL _+ ON LIFE SAFETE TY ,- I AREA W/NO (RE SAFETY PANELS LOCATION OF LIFE NOTE 9E ow) - i l I I 1 - I e REGULAR PANELS w/ OR - - SAFErr PANEL .a•� I W/o REGULAR TRACKS (SEE NOTE t ' i • _ _ _ .. _1BELo") * LAST PANEL (D TO BE NSTNIEC AS CONCRETE NFCHORS JJJ! .. ..\ PANEL. (SEE uNEDVLE ON _. UFE SArM STOgL. OPENING SHAL SNET ,n ! wMi CA � I F T KWAIS BE PROAOE° W/ RFAR HMIOLE -A[. CONCRETE - / - CONDITION) OPTION #1 FOR To FAMIAT NiUKN IF NTENOED (M Cr„ KWWD -'•_ PANEL1 To BE O On REMOVED FROM INSIDE 7_a CONCCn_n *KHo BJ RUCTIARE (� sc-muu: ION OF ITXTURE SNm ,.) ELEVATION WALL MOUNTING INSTALLATION WALL AND FLQOR MOUNTING INSTALLATION SCALE 3/32 •I• - 5ECTION 1 SCALE 3/8- . I• - SECTION 2 SCALE 5/e' - I- 17I/; M. GA` ©®°RP 'C• i ,/.--- GAP it NOT_OriiIFT- u r. STORM PA_N:.. S)iRILJN5IALLAitLN_. I UFE SAFETY STORM PANEL CAN BE LOCATED AS END PANEL (FIRS' DR UST PANELI L, / -- OR AS AN INTERIOR PANEL. (AN" PANEL LOCATION IN BETWEEN END PANELS). UT ereR,oR PAY15 B ^NnRM.n LOO,ION `� IRfI ') i PAMLS L OFF SAFETY PANELS WAY OR MAY NOT BE INSTALLED AD.Ot ENT TO REGULAR PANELS E30 SEE Kom ,I (w/ OR W/O REGULAR TRACKS.) 2 LIFE SAFETY STORM PANEL CONSISTS OF D G39' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT 01 , SHEET 2 OF DRAWING SCALE 3/32'•T• THIS PANEL ALLOWS ITSELF TO BE REMOVED DR INSTALLED FROM THE NSIDE OF S7RLVURE. J. LIFE SAFETY P REOVIRES iCw TRUCK TO BE COMPONENT a BOTTOM TRACK r0 I `ILNNWunQ/,mm P P. TILLtT� BE ^OMPONEN,9AS PER SHEET 2 OF IRIS DRA1WNf. ® `s,,,; � Co ®Wv BE INSTALLED WALL OR BOOR MOUNTED F0:10WNG SECTIONS t a �. ' 2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET 14. 4ll, '��GENSf' '•. '� FLORIDA BUILDING CODE (High VelocityHurricane Zona .. M:n. LENGTH -,DR coMPDN[Nr®15 15' _ Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN ON 3 .• NO• * •; * S ,:20m n1Eco, "'° 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES 1 k 2. SHEET 14. ' L)WrN eN COMPONENT MAY BE PERMANENT DR REMOVABLE. . * '. A ( l S�� _ _L -- cl oeu PROTECTION PRODUCTS, U.C. 5 SEE DETAILS FOR INSTKU110N N0 WOOD FRAME BUIL,pINGS ON SHET' 15. 9' ppt9 r - IL ECO �'',. / IMe O.C4ct'•. •'' S,,yn.G.• ! \ aw' IOW. 51 STREET 6 SEE SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE. INSTALUT,ON OF , .S �• n[[ :TES,INR R: E,FO,NEONR CaL*AWL' 1111 R ])S,a 1 S ONA ay.er t,..Es. M,r ,TFDIE_ (Lsa)4Me-»u. FAA (.54)6m-r,.> 20-176 0 N L(:A SPACERS AT TRACKS INSTALLED AOWCENi µD BEYOND TO STUCCO/WOOD BANDS. It•N FLLLN -- ' - 0 i.1:1L" N. I_ __6 GRANNG N. WAN PL SEAL/SIOMTtIgJU4R CA-ODOR]IR WATER A tw U, , PE S.M IS O „ F ] MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE IVAUO ONLY FOR PAICLSCII" RISTALUt TIONS AS PER SECTIONS 1 THRU t0 Oi SHIF T4 a. R r RI wo,s,NM AS.O. P9ES3NIE Ainc (o..) I MI.. LENGTH ' l R 1 IrPY To SE ARA7IDN (>A ) ro *Ass 1 PAIFa coNDnIOrI y.L1O��( to fEt1gN5 / NU Nn C01lIWIDM a, Tp. .555 -1" I t 5. OR LEST 2 1/4' L UNBOLTED I ! TNW 5 4 7 .55s -I2 oI.T _�_ - _5* To e'-a�... 2 3/4_ T__ l I THIN 5 a 7 -no no B e•TO 11-2'-I 21/2' 1UNBOLTED !' fD law F5 °°' ! 6 . 76. -Asa ,2 -4. OR LESS I 3 I/2• r-. • -A-T __ _ _ I ., . e ,0 OINIAA,ERGM • BOLTED w/ 1/al-20.1' SS. MS . seecen AT OVER AP B .XLEWOM OF PANEL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPOl• MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS,J,& & INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS[I�A SAi INS7KLATTONS AS PER SECTIONS I IHRU 7. ON SHEETS a A 51 NAARRN AS.O DES,OI -EssLRa AAING (P.0 ______ MAGkI1N ANOgAS S'ACIIG FOR ED. - 3 ,/I. - Tr-_.�-- }APC3N - Cf TM -WIRY --- - GIR-p PN 11 F'1 L1 o FVNILAR KNS •w�1GBIE A seETKlle . a NUMUN PANEL Nn mwBl'IL LENGTH 't• (n-) GF T,FU ' 10 CONCRETE _ T"-16 - i CONCRETE eI= TD WNCAETf coma n BUCK --- 1D -OKCRETE I CONG ETE ROC• -r TO CDAKRm ro 1 CONCItm I ROCK -i__V TO C°NCRER --j .am I m,E i BLO(Sc e 1 N/A S- N/A I N/A -_..__ NIA '_-N/4 6• B• N/A ___ ... I-_ e- •✓ _-. . _ __ 6- N1 I (TOP) ._- I , (BOTCH} __-_ _ _ e- f._....N/A _-e II ______ 1 67 _ �'1. N A l I / : 2 (TD•1 .. -6' e' - NIA N/A _ I NIA -_ ___ . 6• 1 N/A __ M/A 5• r N/A 5•-}r N/A 2 (BO]rryd) - 6' N/A N/A 1 -N/A _ --6' -585. -no oa Ltss a !! NIA I H/. -+.- NJA __ R/A -T_ • N/. I N/A N/A I 6 N/. -.- i.._.- 6 6' - 6 - 1-/A __ { e- ./. .' 6' 6' i N/R V %/A ._ __ _ e' 6' e' N/A 3 e 4 (TOP) ,-5' DR LESS (wYow) ] -I ] iTOP) I- - e I 5' 4' �- N/A _. - e' S• N/A j H/A r/A ,2 i/,' I N/ _ _�_, e /, - e _.y- _ e /7 6 ,/a' - e' 7e' 6/•' 1 6 ,/A' -+ e• I e• S .,� �"r e- I 1/4 . e , (BOnal y) .--t--------'--T-- ----- I, EtOP/90T1pM) SEE SHEM 10 e It MR ANCHOR4 TYPE . SPACPC FOR I STAIUT,ONS .FIO HOOD nuW INAUD0 •, MNMLW ANCHOR SPAbCS ARM I.er61Y LOU DSTANO ARE NKATED ON INN SCHEME TOR ED LESS THAN INDICATED ON SLSEDUM INDUCE ANClIOA WP M BY ML4TPLIMO SPACM SHOWN ON SCHf0,1( BY THE FOLONNC FACTORS FOR THIS OPERATKN TO K PMSSIRE. REDUCING SPECK OBTAPM.D US'NG FACTOR SNA, -1 eE UESS INN..-. SPACNO .DKAT[D 1. LAO, ANC,KM TIPS .1 ANC„ MeS LORM 1/4'. 1/4-. 1/4•W 1/41 I/.'. 1/.•. OAG"IR TV[ IA or __ . i, M •III.p1Ml! Lt.-AI Yn Apgl .ar (-_) r 3 > > > 1 , •/x I 5 ..,IN, w,..a'-BL)- , -- I '3 -- - - 3 "� Ia 1.-1 'CLAW Err Ch) _ _ a - _ .� �/] , 1/f.. _ _3 3 "i ._ Wis. BA f)AIK "mm RICAI __.__ n _ 33 _ >' __ _. .. __ I /7 - 1.,n _ --- I. - --- . __.. - m - -... U O W nu --- ----- W 1/. IO.. 5/9' LOAD BRASS 001HINNG W/ INSTALLATION DETAILS FOR REGULAR PANELS (1 dE (111111 /4.-20.2. SS MS a 6 1/4' OC FEAR PANEL LFNGTR It, N S-0• ALA 6 1/4. 2C INTO EXISTING WOOD STRUCTURES - FOR U NGTHS IW To 9-8, 1... OK ft.-10 PMiUrPA TE FENNLE 0 OR NCLIMn PUTT a - I "2 0 C. WITH I I - Min. netEADED TO f'. -4- -T'I ! � � -a ON NEADE./Me ,LL UP 1 � 1 - I I �-� -�' ,/•'. u0 solEss • 9• o.c W/ Len. THIMA0m !Yl[111WIa1r io+%snxc .Moo woEW � 1 1 I I I ,� iCr4- it -,' IIn- ,// Y/-e29 €5 BOLT �L�' I ji �_' 1 , 1 - i 1 ; I -- - II I 1 I At I {,:J _ , ) EDI ID Ea j { _:I _ f ED; ,4___^I. i E0, -,l i ; i,�-'�-T"'-� ; Q I iw000NGtoem " I \ w eoAAsD r! I) 1 I 9 Wom _amN .3 RI«P® II ( 1 , 1 ,DDI*® sGODsOOHE IG 1 r I II 1 E'-'I, 1 ,I 5 -4 -_4- �-- --'^-- I. 11 1 ALTERNATIVE t W ALTERNATIVE 2W ---I---- •J F9 __ ___ _y..�.J SCAE.F 3/9." SCALE 3/8-t- �.-�y.-.� I -- _=y-- -._-�_.L-r_.....1- -74_ , i SEE WS-W Ei aR s,uT e I 1 1 I SEE SCHEDULE oN Sifl 9 I E - ME' I10 LASS OR I 1 Io Duns 1 1 T - FOR Mn SSPA ATx. To GLASS ' 1 I I / I I I I /OWLS u• I 1 Inw. 1 * ; (e 12 ,/1• PC. )i ,. ' A 1-- � E01 : _ _��_ , I i , �`- ED I I 1 EDI ) t1 r .:L----1--T. I-. 1 t7�� EOM dp 1 FO +yi. TEOi I emmmwm- / `Wo9 I + 1/: ,.0 . 5/9' LaNb 9MS6 BUSIAW - W/ fli.-3M2' 55 MS a 6 1/-• OC I I \ ,[ :W. ss i( _I Pip••off `\•--`4�cew. NA,[ i I ! I RCW1Am 1 1 ! `.i. FOR PANEL LEIIGMS VP TO S.AND e ' +Arc a e' o I r.. Pon ) REGiWWO I /4- oC FOR LowNs UP ro B-B• .Ao, OR f,._,0 PANEUwU1 rEMA E 0 OR PANElA1AR RUS • lx I/2' O C WITH t i I �� Il.'. TAR SC.[In • d' OG Y (n ALTERNATIVE 3W ALTERNATIVE 4W i 1 L� /2• MR, NNEADED PENETRATON .1 M0w0TH OF EAKTRA .ODD PUTT - AL. UD.vtls UP to W-e- Mo.. 2•..• PU IE I IEOU'RED I n .•WAom waRu . I.OREII' W HATS SCALE 3/8.,• ALTERNATNE SCALE 3/8-l' DIRECT A" INjff1ON _ SE9 LO uEiACSafi NOTE : SNUrEA TRACKS NOT SNOM'N FORCLLM SCALE 3/8-1• ALTERNATIVE 7W SCALE 3/6-1' baTCS: 3 IMIIN 1tJoI rlLt 1 •A A. l✓% 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -?1.0 P5F AND PANEL'S LENGTH UP 70 B'-8' �'�p�': •'•• ENS -''`. 4 3�: VC Z FLORIDA BUILDING CODE (High VelocityHurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN _'z - ° 20 GAGE GALVANIZED STEEL STORM PANEL GWI'Pi e. N4IE FOR COMBINATION OF SE"'WDj q. STr- , ''. i) ',, f ._�_/'I�L L \ E_C O INc. `\ GLOBAL PROTECTION PRODUCTS. LLC. °'lDAT sIOD S.. s, sTRmTOP & DOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY %yOF IeyA� .^ / A�AF.$S! EG 'FtFN,IE u' TvPm A EMIKI BOO, coMNRY .. w 3. _,A .1. ..: (-) W I-,- - - tse) .H-nT mw ti 3.13,. I,NDNE: f.6• 20-176 )di. ->ea. IA• (Ge')wW-a7P' ONAsmc No INSTALLATION SI^ILN6 F SE.,-1GATUE/DA7 _,E A°rim16lA. P. M R :A N,T. 21REi I, Br Be CAT - IY�D ,/Y 1 - AT ENO PANEL �. i)oj -- 1 1 �vj - II I j I I I' I . - 1 T _ �.---+-..r--I-3.I.- _t_-.1--I •-ice r, 1 r�+ D' 1 5N05 O EOVERLAP (t I � I 1 L I (12 ,/2- OC.) Fi -- -f-j .--T i '-I- --�-'I ' ro ItOLD PANEL I. I ! I I 11'... 1 I I 1 i I I I 1 -IT-�I-* _ (wrj 'a• SCHEDEEE /+ SC•ESEE /1 -`- MTERIO ANE END E 7 I PANEL ®DR i7 - J. - FOR M , - FOR Mo, L__ 3. - OR DIRECT MOUNT ANCNOR ANCHOR SPACING SPACING I. -3- WII DETAIL i : WALL MOUNTING INSTALLATIQN jAPPLICABLE TO SCHEDULE i SOME 3/16- - ,- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE dE CONCRETE BLOCK STRUCTURES SCNFDU r 4 7._._LNt W. IYAL_ HC6IHL.COS•IDIL'QDIS_T(L h_BQITQAI_W.: i.0- -._ 1 �'_' i� II ALTERNATE JAL 1 1 i 0 LOCATION $) (ill j 11 STUDS a EVER' OVERLAP (12 1/2' 0. C) i4 HOLD PANEL S e• 4N CASE , '3- Min (CASE I) j MAGNUM AS.D. DESIGNTo ftllw I... I.. u,oaN a W-01. CHI-. PIIpNAR rVARE 0 PNELIMTE 4115 APPUCARi ro SECnon F . ,. �coGlRw+nN THEM MAGNUM PANE: LENGTH 7' (tt) METI KEIOJ.X:FCTF to Co"O"sLoC To Co.CIEYE 1.BLO°' 'EaL caN%ItETE RETE tC BLOCKC� CONC 6' N/A N/A N/A 6' ' N/A 6' N/A 6' j N/A I A 2 (TOP) ♦55.0, -72.0 9. 7• 9- 9- 9• 9- 9' 9' 9' T 9• , Iso,ol 3-0" OR LESS 6' N/A N/A N/A 6' N/A 6• N/A 6' N/A , A 2 BOP) +550-72.05'-C' 9' 5' I 9• 6. 1 9' 7 1/2- 9- I 9• 9• 1 9• , (80TTC1Y) i0 7'-6' N 550 -72.0 ::6` N/A N/A N/A 6' N/A 6' N/A 6' N/A 1 a 2 (TOP) T_6- TO 8'-B' 9' 4' g• 6• I 9' 6' 8' 6• 6• 6` 1 (L)OTrDM) SCHETLSL.A_z _1TSibs'_FLQN-VMR.T CONDD6)Ni ALBOTIQALw__L.D._- 3 t.'2' MAAAAN, ASo. OES'rN PRCSSNE RATING Ir, +LSE , (SEE • S/r - 1ROI OP R AAGU1 va / (SEE a 3• a ,TOW rot, or A f) APPLI-ABIi TO SECTIONS / a COMB'NATO• OF THEM MAXIMUM PANEL LENGTH '� (It.) TAPCON _ - TO T o 10 0 .49.2 -61.5 3' 3' 4 4 112' 2 (BOTTOM) 7'-6- OR LESS H52.a -56.0 3' 3• 4- 4• 2 (BOTTOM) 7--e' OR LESS .550 -72-0 2 1/2• .-'2 1/2-- --4. 3 112' 2 (BOTTOM) 7'-e OR LESS +55.0 -72.0 2 I/2' 2 1/2' N/A N/A 2 (BOTTOM) T-6' TO 8'-0' +55.0 -72.0 N/A -v N/A 3• 3' __ _ 2 (BOTTOM) 7'-e TO V-a' r �-- I -u AT END PANEL II 11 11 I I I !� II I I I T --?-- -----� -*1 1-�-'-tom (! 1 I� i I I° I t 1 I I i' 1 1 1 1 I fIfI ' 1 I I I -- 1 �� ,/� � I SEE �- IN7[RIOP PANEL •-_ CND PANEL DW (q t; F-� SCHEDULE SCHFDVLE _ `J - 3' - /2 FOR -- n FO, - 3• loot, ANCHOR Mot ANCHOR SPACING SPACING I' 3' TNT -.---- .- DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCAR. 3/te' - I• MAXIMUM A.S.D. DESIGN PRESSURE RATING s fL) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE $APP1Ir.- r 9!dZ-19 _SEGT011, LAL.1iOUTLG.1'26 1fL_%9J Y 5T°RM PAL `T (, ON SHFFI , 3 NA-- . VYI.NASD OLTiN II - P M1P+,• ,r.WM SOMA.IEN PR'E. NILf,/C W.I..c l• l"I ro - LPIETDII (.Al.) I>a sEcl.aal .`A.o. -n0 W-r x 3/.• 1 UNpIro SEE BELT 15 FOR ANCHORS TYPE. r SPAENO FOR MISTALLATONS INTO WOW FR,WE BIULmO. 11.Ii1NUY ANCHOR SPKNOS AND MNWLN EDGE DISTANCE ARE """ ON Tay SCHEDULE FOA ED. LESS THAN NOMIED ON SPIEDNE RECCE ANCHOR SPAONO 9Y UULIIPLTINO SPACNFG SHOWN ON SCRLOULE By THE IOLLOWNG FACTORS FOR THIS O•CWMW TO R PGSWJ REDUCED SPACIW: OBTAINED USK FACTOR 90LL NOT E LESS THAN N.1NW SPK.0 INDICATED FOR EACH ANCHOR TTK AT AICHIORS LEGEND A MM TYRE 1/.•. ,/4•. 1/4'. 1/.-. I/.•. IAOI., R tA.yrP �1YTE *41GUsn,I FHA-. It -al EAxom I-) 3 5 3 3 x In I-BWM.a Il'i.m•w. (M) 5 3_ 3 3 3 RA, b-I P - --___ _. _.._-_ .__-_. __._.__ IC.1er IS•M (r3 ! 3 3 1/1 3 1/2 AMAL EA OOK MOKO FAcm" I ,n• x 3s - - - - I Vx- - - m r 1 m I W - I. 3,/r - ..•......._• ✓ � 3L?:''�CEll ' •. SUE, ND. 44167 S*• * :t FLORIDA BUILDING CODE DIED] L i i i._ . LLI 4-- eABI _. ... e . Re i� es i4e . -ii O .� .ac0 Lr.11Ast �� ,/� � I SEE �- IN7[RIOP PANEL •-_ CND PANEL DW (q t; F-� SCHEDULE SCHFDVLE _ `J - 3' - /2 FOR -- n FO, - 3• loot, ANCHOR Mot ANCHOR SPACING SPACING I' 3' TNT -.---- .- DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCAR. 3/te' - I• MAXIMUM A.S.D. DESIGN PRESSURE RATING s fL) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE $APP1Ir.- r 9!dZ-19 _SEGT011, LAL.1iOUTLG.1'26 1fL_%9J Y 5T°RM PAL `T (, ON SHFFI , 3 NA-- . VYI.NASD OLTiN II - P M1P+,• ,r.WM SOMA.IEN PR'E. NILf,/C W.I..c l• l"I ro - LPIETDII (.Al.) I>a sEcl.aal .`A.o. -n0 W-r x 3/.• 1 UNpIro SEE BELT 15 FOR ANCHORS TYPE. r SPAENO FOR MISTALLATONS INTO WOW FR,WE BIULmO. 11.Ii1NUY ANCHOR SPKNOS AND MNWLN EDGE DISTANCE ARE """ ON Tay SCHEDULE FOA ED. LESS THAN NOMIED ON SPIEDNE RECCE ANCHOR SPAONO 9Y UULIIPLTINO SPACNFG SHOWN ON SCRLOULE By THE IOLLOWNG FACTORS FOR THIS O•CWMW TO R PGSWJ REDUCED SPACIW: OBTAINED USK FACTOR 90LL NOT E LESS THAN N.1NW SPK.0 INDICATED FOR EACH ANCHOR TTK AT AICHIORS LEGEND A MM TYRE 1/.•. ,/4•. 1/4'. 1/.-. I/.•. IAOI., R tA.yrP �1YTE *41GUsn,I FHA-. It -al EAxom I-) 3 5 3 3 x In I-BWM.a Il'i.m•w. (M) 5 3_ 3 3 3 RA, b-I P - --___ _. _.._-_ .__-_. __._.__ IC.1er IS•M (r3 ! 3 3 1/1 3 1/2 AMAL EA OOK MOKO FAcm" I ,n• x 3s - - - - I Vx- - - m r 1 m I W - I. 3,/r - ..•......._• ✓ � 3L?:''�CEll ' •. SUE, ND. 44167 S*• * :t FLORIDA BUILDING CODE DIED] L i i i._ . LLI 4-- eABI _. ... e . Re i� es i4e . -ii O .� .ac0 Lr.11Ast SEE BELT 15 FOR ANCHORS TYPE. r SPAENO FOR MISTALLATONS INTO WOW FR,WE BIULmO. 11.Ii1NUY ANCHOR SPKNOS AND MNWLN EDGE DISTANCE ARE """ ON Tay SCHEDULE FOA ED. LESS THAN NOMIED ON SPIEDNE RECCE ANCHOR SPAONO 9Y UULIIPLTINO SPACNFG SHOWN ON SCRLOULE By THE IOLLOWNG FACTORS FOR THIS O•CWMW TO R PGSWJ REDUCED SPACIW: OBTAINED USK FACTOR 90LL NOT E LESS THAN N.1NW SPK.0 INDICATED FOR EACH ANCHOR TTK AT AICHIORS LEGEND A MM TYRE 1/.•. ,/4•. 1/4'. 1/.-. I/.•. IAOI., R tA.yrP �1YTE *41GUsn,I FHA-. It -al EAxom I-) 3 5 3 3 x In I-BWM.a Il'i.m•w. (M) 5 3_ 3 3 3 RA, b-I P - --___ _. _.._-_ .__-_. __._.__ IC.1er IS•M (r3 ! 3 3 1/1 3 1/2 AMAL EA OOK MOKO FAcm" I ,n• x 3s - - - - I Vx- - - m r 1 m I W - I. 3,/r - ..•......._• ✓ � 3L?:''�CEll ' •. SUE, ND. 44167 S*• * :t FLORIDA BUILDING CODE DIED] L i i i._ . LLI 4-- eABI _. ... e . Re i� es i4e . -ii O .� .ac0 Lr.11Ast ..•......._• ✓ � 3L?:''�CEll ' •. SUE, ND. 44167 S*• * :t FLORIDA BUILDING CODE DIED] L i i i._ . LLI 4-- eABI _. ... e . Re i� es i4e . -ii O .� .ac0 Lr.11Ast MAKIAA. XCHD S 914ICRq 100 E.D.- 35 ,n• - ASD DESIGN -_- TAPCON---- _ CF TM -CRP CA(N-Ih vMCLMATE FCMALC to I PAELAATE PLUS SOLID SET APPUCABLI TO SECTIONS 1 * .A.Inw PANEL PR SURE TO CORCR£R ' ro i CONCRETE TO CONCRETE' rO CONCRETE -- _,T TO CONCRETE TO CONCRETE -- I TO TO CONCRETE' CONCRETE t0 W.IOPIR TO I CONCRETE T- TO - TO C'ONCNETEI CONCH AN, comeml,oN a T,Eu LENGTH -t (n.) (PAT) BLOCK BLOCK BLOCK &,DoI BLOCk 6 _ ._�_._._ I N/A N/A N/A -_ -_ 6' _ _-_�_ N/A 6- 1 N/A +II 6' I N/A -__. N/A I N/A I (TOP) _-_ E. 4• _ N/A N/A 6` I 6' a µ-e k fj e' : e N/A N/A + (BOTTOM) - , +-- ---i-- - 6' N/A N/A N/A 6- I N/A 6' N/A 8' N/A N/A- N/A 2 (TOP) S. I N/A �7I N/A r N/A I 6' I N/A 5• I N/A_ -� -- f 5' I N/A SI N/A N/A L (BOTTOM) f____ ' !-_--� _- _t Y _ _ ---� __ +55.5, -72.0 6' N/A N/A I N/A ) 6- N/A 6' N/A 6' N/A N/A N/A 3 a 4 (TOP) )T-5' TO 8'-6' ORLESS 6 -- - 1 - 4 + - N/A N/A - . B" ---- - 6" 6• ---- a' a --+ N/A '; N/A 3 (BOTTOM) 6 N/A _ �_ -_ _. N/A N/A - - - 6• N/A � - 6' N/A L _�______ 6' 1 N/A _ _+_- I N/A N/A _-__- 7 (TOP) -s..- 6 _.. 4' -E' - _- _.._-I--._1._--_.._.--. t- - -. N/A N/A 6' --6 I 6 6._ 6' 6' --1. -_ N/A N/A .-.�. 4 A 7 (BOTTOM) N/A N/A 12 1/1 6 1/4- 12 112' 1/i 6 1/4 1 5 1/4' 6 1/4- 1 6 t/.- N/A 1 N/A 5 (TOP/BOTTOM) SOLO. -SS.3 N/A N/A 12 +/Y 6 1/4' t2 -/2' I 6 1/4' 6 +/a' 1 6/4' 1 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOttOM) 8'-8' t0 n'-2' SS.O. -72.0 N/A ! N/A 6 1/4' . N/A 6 1/4- I N/A 6 1/1' 6 1/1' 6 I/A" � 6 1/4• N/A ' N/A 6 (TOP/BOTTOM) B'-8' TO 11'-2' N/A I N/A N/A I N/A N/A N/A N/A N/A a ve I 6 1/4• 6 1/4` ' 6 1/4' S. 9, 10 (TOP) 6' Y -i _._-6" +45.$ -a8.0 _ _ N/A N/A _a- N/A -- N/A N/A _-.___ . �___. 1 6• 6 //4- ' 6 t/4' _ 9 (BOTTOM) I__N/A i--�-,;;-----;--- N/A N/A N/A 1 N/A A/A NJA N/A NIA 6 I/4' , 6 1/4• 6 1/4- 6 1/4' 10 (BOTiO4) SEE SHEETS 10. 11 AND 12 FDA ANCHORS TYPE A SPALNO FOR N5IALUION5 INTO WOOD FRAI E BIAIYHO. MNNMIM AN 1104 SPACNOS AND WNWIM Ent DISTANCE ARE NOCATED ON THIS SCHEDULE FOR ED, LESS TINM NDW2UED DR SCHEDULE REDUCE ANCHOR SPACING B, MLRTIPLTING SPACING SHOM ON SCHEDULE IN TE FOLEDMNG FACTORS. FOR THIS OPERAtOH TO BE FOSSISLE. BEAKED SPACING OBTAINED USNC 'ACTOR SHALL NOT K LESS INW WMMUN SPACING INDICATED FOR EACH AKMW TYPE At ANCHORS LEGEND AMC" TTIR qe. TAPCoW 1/.-. CF W-aIP 1/4'. IAwplRott I/4'. N'AIalMR 1/4'. -oNx-N 1/4-. SOUD31 1*L MANOR SPN1C dL) 3 3 1 3 2 Ill I •.Hnelm.A.2 IG,vSr (A.) I ! - I ] 5 l I/x I.A.le.l o..m I.. (1AI - -� -- 3 ,/2 3 I/2 , '/, A17LlIL rA "K OYIIOD F A T a A - __ _ -' 2 1/r--m---Im -u T;_ Do __-_ m _ Im ,ry• - _- - , ao - ' . VCEN.rj,- pITT No. 4167 ' = oK*o nnm. Nc #. * a c i S7 E Cam-, .����_` 10, � // IL ECOIeI" O'• F FAIIINI/I "No. E\1T- SUL/SGNArAvj'[MIT U-00067:G BA101 A 1N.n X.. IF 20 GAGE GALVANIZED STEEL STORM PANEL j F• DVeN er: L .ORAL PROTECTION PRODUCTS, LLC. 0,/2./mm .7 Lem s. 5, STREET 0A'E. n v 11 20-77fi .•NE ("0510-15.e. IAA (SS.)fis0_. 1 DIU..r .I. �,,. REP 11-1V SKI . or m INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES de (1A PANEUAATE PLUS ) ! F,4-10 PAIELMATE PLUS 4-n0 PANEIAMIT PLUS - - �VA-10 6 1/i OC W/ 1 7/0' _ 1 O 6 1/i OG W/ 1 7/6• I. �'6 1/A• OC. w/ I 7/B -T _ T41EADEO PENETRATION TO EXISING WODD HEADER I - THREADED PEIRTRA"N TO r'-� EA,STNG WOOD HEADER WOOD CARER REOlN1tEH'D 11IREAOEO P"07FIATKN TO EXlSnNG V/DGD FADER I 1 1 ' ' I/e'..1/y' jIF�-_-- , I ,/r u/s• i •• lll - , "w_/Sx• - i * LI/ ' I Scc a .- . -.-. - EM]W STLo Y of , . /a Ot . Ile 1 2- ; d /s' OC 2' 1 , , e . oC WOOD HEADER REOLNED Inn j *000 HEADER REOUIRED 1. II'^ ' Mn l . BEE SCEAAE ON 1 1 SEE 1'CHEDUM ON I SEE SCHEDULE ON ' 9CET • FOR - SEPARA io I i SNIP s `` , 1-FOR - SeRNIAncet , i SHET, e - FOA MM YPAtAn , , I NAtFs ) I ro *Ass, I to wASs i MPA, PANEL LCNGTN 1 MO.. PANEL LENGTH I No. PANEL IEMGTi /4i-3W I' SS�!!!111 1 (SET NOTE I) 1 ./.*.---"SS �.., I (SFF NOTE 1) I/.•+ -It,,• SS (SEC N(nF 1) M S W/ ,/eY ..' I M S ./ 7/e-N I M 5 W/ ]/rA . ` .. II 3/Si' .LNG RUT. I B fl4, W - { , I 3/n' WPIO NO I 1 0 EVE", OVUNAP I 3 3]'.11Rr 1M�I J[L[IN a- ' _ 1 }I I �A saw 1 OF 'L' 1 OF 7` 1W F * i OF l MAF /' , 5�$g I ;�, PEAS ',.�, i I �� dNt L J! Is-.."t�,y : , I - 11 ! ]/e•.a/v- r-- :. I_ ss�-25m/iJ W -r I +N4: NUT swuA -I I 7/c.. i/3r•Ix'Ir 114R,' STUD* EO ' oC EI ii°'a _ ,WCNAe I/a• Oc `'^� .1" Oc 1r -� -I _ i.-_1- . . I . f- L1. '� /. P LAG SCREWS 2`.4- W000 PLATE ') I 2`.4" WOOD PLATE Ott-10 PANEIAMtE Klb _17 I 2'.4' WOOD PULE- - MOR16.1HFCAUEOi/2'REOVIRID ITEOUIRED O 6/4OC W/ 1 7/e' 1NN7 iMO•MOTH. REWIRED PENETRATION AT OF PULE �MN . , ,.". AG SCREWS a In�MFADIOFP C- 9. 0 C STAGGERED All j ! I, =,PENETRATION .I - M OF Pµn •I - -. -. _ SCALE 3/6-1' DIRECT MOUNT jj&�G INSTALLATION DIRECT 111OUNT 6 111-11- MIJUMINg INSIALLMOIN OLDIES: SCALE 3/9-1- SCALE 3/6-t' 1. INSTALLATIONS FOR ALIERNATrVES BW. 9W & 1OW ONLY VALID FOR 01 \InN11111NIN/,F BUILDINGS WITH AS.O. DESIGN LOADS UP TO +43.B. -48.0 P.I.(. AND TILL T1L NAy PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4,K, ..•...!�%4"y� " I_".• 4� PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. LENS •.;Q a.�- V F Z FLORIDA BUILDING CODE (High V*Iocil Hurricane Zone NOTE FOR COMBINATION OF SECTIONS: = No. REIN .. * E t2020 n'�' "` 20 GAGE GALVANIZED STEEL STORY PANEL DeI.� n * •'• TOP & BOTTOM MOUNTINGS CAN BE z $ o'•, ST TE C)> s- - GLOBAL PROTECTION PRODUCTS, LLC. p7/�l2Pm coMeNEO N AN wtr TO SCAT ANY NSTAL1ATiON �' 9'•. F 'F t %• IL E�COIHC )RID-u-2dy_.1 y(jA,/". RNI: TLS1WOy [HaNE7'AINa CO .HY G°LC,t-t3 .. zD-L76 A, t'r,E,1. Ga[`,'�A�E"I,p� r S NA {•` I, ,' YR w.rL _-II .1. AA PMI'r,_,N. - arl W.,D, PHONE (e3.)6BP'75A5. rY (BNM6°- 10 It",nll 51111111 t RAL/W9MNRE/OAR aMWN N, _JCR A IYRtJ9r-. ft fLOeOA 1 NHT - M[E1 IF Or >r (NIS) (SEE'I I OV 1/ta) . 1 m1. FR- sfoA `ON I ro GLASS I INSTALLATION DETAILS FOR OPTION # i FOR LIFE SAFETY STORM PANEL SYSTEM /" '° w' INTO EXISTING WOOD STRUCTURES 1 ,/2 L.M. THREAOE0 PENERMTON ro dm.c WODG ,rAOLR I - -t - i j 1 S¢ i I ,I'. I _ I I Ii Ii1 , z 1 j �---- i Eal Eol .,:1 °A EDI •�.-� ti ' I. 1(��, 1 .1, 1 _ E0; II 1 I` I I 1 I __.TILL---t- I WOOD �CADE. HfAm --e-, AEOU� I RE"ODGPED a " "'°` ALTERNATIVE 1 / MQHHE z ALTERNATIVE 2 OC 1�*,1+7 sno"JIS I T I.� 1 I I IEG. -_ . -•_ --- EG 1 EDI I I I 1a ED: - EG E@� 1 ' �- t- - I 1 1 _I �ENDAR I I I 1 - PUTT -\\ 1 I �8 c_ ALTERNATIVE 3 ALTERNATIVE 4 1 i YN' PATS - i REO.mm I t/.'• LAG SCREWS • °• D.0 w/ r ,/2" 1 MM. i..5/eD PNG WAS. M /:1.-20,, •LONG CRASS el]M*NG w/ V.'•-2DAT SS. MS. i d' O.c It v.•.-m PAAICIINR ,EMINE E ION ALTERNATIVE WOOD FRAME CONDITIONS do ANCHOR LOCATIONS PAK IE PLUS a e- OD ./ 1 1/2' Nln SORL Vr - I. TH*EAMD MWIRATON 10 rY�STPK:..w "An NotE SLYTE. tRAEAS NOT SH,NR, FOR CUR "wII/NNNIIN WALL MOUNTING INSTALLATION �!P !Lt/.p 4' ALTERNATIVE i W "Q� :'' BENS . NO 7 = FLORIDA BUILDING CO _ * '• exoxP nrtm, Nc. 20 GAGE GALVANIZED STEEL STORM PANEL FP oaw a ST �,-*-. E OF 4y g I INSTA TOkS ARE OK vAM FDR BMUD*XS WREN AS.o DEVON :CADS UP To +SS.s. -nD od AND PANEL'S (ERGrR w ID e•-e' 4'•, 'i9p'•. Ft _ R1O�``,-'`- '• ;% \. GLOBAL PROTECTION PRODUCTS, LLC. °'/a/tom It 2 FOR KE..00D FRAME CONSTRUCI,OM WOOD MEMBERS 10 BE SOUTHERN PIK No. 2, W/ SPECSFC DINT, OF G.S5 DR COWL ',,F fF . •. • • '/ SSI • 'A.-,. Y1li��" ; I L E C O LAIC. � Lem S. 51 STIw OA.s. FL 3131A NMANIINnI , `1UUY TESTING . ENGNEO°Ka cow.- "rr�A P101R- co5.lew->a+a FA' In.)eeP-s»] 20-176 nNeIIIN .. •r.- F.n.`. m .n-Mn"'") ' P L �e��Iew� -- ++a/9c%A-,t"R. CM.D0.719 WATDI A TILLR A. I.S. NI npkIA M,67 *MET ,e or to _--F N 0 s ( 0 L � L N L Q 0 O = .CM co U N � � � � im6-0 O CB U5 O c O Q O a) 0 LL O .� L O Q� 0 L r- F- � -0 .= � (n 0_ Q UJ i G n ci � v CC-4 = >K LA.. O- N 4O C U5 fV I d C 5 4 4 C-4 Y d d e ✓ C .� G I •� - ' a3 u r u �, > C = s5 Ep w C C fC O ®- L.t'a z 7 J SHEET NO, SH 1.1, — ( Ill 19 ! 11'I ''ll' I t 1 III! IInv[I'R'1'!'ll "LI±'1 I1jrIP 1I _ it _ ll I I I _ II III_ -_ - I Ii I- I I - — - i lI - I �1 I - IIFIRI I��1�rr I T I I'' I' IT, I 1 FLORIDA I i I111wo Ill MA%;MUM A.S.D. I Max PANEL LENGTH i MINIMUM SEPARATION I PANEL DESIGN PRESSURE L (ft.} RATING (D�s 1.) (SEE SECT -IONS) TO GLASS CONDITION I +55.0. -72.0 I 8'-8" 2 3/4' I UNBOLTED - ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A, 20) - -- 3' Mo W17. WTI. U/le, 38/17, as/n. 54/la 3' Wx I' YN1. aMA/1•. 7AW/19 A 8AW/20 WW/le, 79W/i9 IIIWN/i0 I" MIN, M D., p, l * - - o I I 0 a 1 o o r-___ _ -. __ . -.__ I _ _ ____ -_ - ______ j I - I : . : I I I I � . I i , (i) DR6a 0 I i' - ,. 9 i .. V_ ., ( REG•AAR STT)eJ oANO ... , LIFE 9A• LVq[i ; _ _ •L• A .1.-ZO,Il, 5, Y5 A' WK I .8^ I 'BOLTS W/]/e•A . a/]Y - 1 -0•• �. - - - - - - ' _ .. 1 -11I� PANEL LCfa,.rtH WAc Nur aksHER A* (SEE SCHEDULE) ' — R" I I :.tlj„ I p I I 1 ......... . ........... ....... ��" -. _.. .._ -. .. _. ._.._-- .. 8 -'1)-ND,n At-sfVp - I--_ ,.NoDR e IBE sson, �� I ANQ •o1rW cowlrns J D.M..®pF4 - - ---- ---- - 1 ""O1"P` vc Mll a u77 ° Rloa FAIn `piF1ijO' j. LUX 34/17, 4A/17, eA/1IL aB/17, 4e/i7, ]//I., I. MAX I. Yw GAW/t9. 7AW/19 a IWW/20 EMRI R 9B17/te. 7eW/n a saw/20 r MIN - ANCHORS (SEE SECTKWS ON SHEETS 17, iR 19 . 20) - _ OPTION �12 FOR LIFE SAFETY STORM PANEL'' ELEVATION SCALE 3/,e•.1• ,/: !w w I J.VW 1 - 1101,113 .M mJeAP -1 rnA —11i'Unrwrt, ,1 i oa -:----- - ..-.OLFIIIJI '.-,-i- - .< rui 'pAP'v'- Tr -- -°-y. - -- -- -----. \... 4-7 -- - - .. -- - g - - .. ___­_� �_­ L SECTION A -A SCALE J/18•-•• MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rsf.) AND A TT�` alyq•�E, [/j ORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ,04� .-`�CENSE'-:'9 No. 44167 =_*1 * .*i_ FLORIDA BUILDING CODE (High Velocity Nu Icons Zone 4 �.4`'•. F(OR10`-1`�,r�ar nAZA n,[m. AK:. 20 GAGE GALVANIZED STEEL STORM PANEL �yy n, alq]' \ GLOBAL PROTECTION PRODUCTS. I.W. RF �,mm �^"" i IL E C O EMc- \ NIN sW. 51 STREET I IC�IG iYin >�erM•` `mVW""Q can'ulr pwK.. . ssa,. i (Ass -,m -. (-m m...... R"°"E' (As.>eeW- SAS. Eu' /w,ayeeD-en] 20-176 PE SEAL/S1WTWEJMn -000e719 AeW"IL r UNIFOR A riff x.. Pt _ _ INSTALLATION DETAILS FOR OPTION INTO EXISTING #2 FOR LIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM 1 �-__..--.—• �- _ nOW Iel41ER , rxwRCD N HEADER .� �,', :PE; i ] MOOD HEADER WOOD HEADER RE wam REQUIRED R[Ow { �^----F----�,.• ,Js•• TAPcoY a e' D.L. W/, t 2' WN. THREADED I�--r- _ W41,01 rAamFl a e• oc Jz' 4M. nIRUOED �I��. }`'--� �� ,p•P TAJ><oN a @' o.c. �`` ------ 2— - ,Jo. TAPcoN a e' oc wJl tJ1' uIN THREADED w , 1/2' 4M. rHRFADED I 'I ' { PEN[1PAtXR•I AT W000 ( PENEIPAnON A -am F PENCT11AimN A WIXm I PENEIAATKRI AT WOOD I II. NFAOCA ( I !.'? HEADER I F I _ I: I HEADER HEIDEP I ,EI II 1 1/2 1uo. 1 I tlm_ T/1' M i. 1 L1J2' , 1/4' 7. d 1 _ .._. Y-. DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1; A• 1APCON ANCrgRS •;i' rAPCON ANCHORS t;i rAPCON AN61pR5 l a' fAPCON AI•IC110n5 ! 9. OC. O 9' 0.[, 11 0 9' OC. a 9' 0C POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRET[ OR CONCRETE OR CONCRETE OR CONCRETE BLOCK REOUIREO {J_.+.' BLOCK REOVIRED , ,. OR CONCRCTF �.J- BLOCK REOIARED ,J' BLOCK REwrREp _ [Ica _— W. 4a<' "aa. 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O[ O , 1/L1__ J s' tAPCON (STAGGERED W/ STUD) (STAGGERED W/ STUD) It 4 1 /2' OC POURED CONCRETE :wRED CONCRETE POURED CONCRETE �' LURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLACK OR CONCRETE BLOCK OR CONCRETE BLOCK REWIRED RFCUAKC REQUIRED REOURED WALL MOUNTING INSTALLATION WAL MOUNTING INSTALLATION WALL MOUNTING Il1STALIJLTION WALL MOUNTING INSTALLATION SECTION 3A SECTION 38 5ECTlON l� SECTION 4B O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL � LIFE SAFETY PANEL snAr 31e'-+' srxE 3/e'-•- SCALE s/e•-,' scNE 3/e•.1" Awalal Tin 'J''• SR SHEET I . 20 FOR AKNDRS TYPL III T,�„ SPACING FfJR MSTAlATONS K0 a1pW FRAME BUILDING; YRY ANCHOR SPACINGS AND 1laVMW r• A,IU' QI fIAtK A-1 _ ] EDGE DISTANCE AWE IrOq,iEp ON THIS •uw _a@) ___ MY5L1EIXIIEfUF EDLLTG n4NA1EDMAaoywI-)-J SCHEDULE _- RFDUCC ANCHOR SPAC)K BY YNLMYNG SPACING SHOWN ON 5(]tF3AAE AE9111 EA OW tMB1A'EO gCldl BI THE rOLLaWIG FAC10R5 ryI THIS A,OPERATION TD BE POSSIBLE, REDUCED ' '/'/ - SPALYNG OBfNNED USe1G FACTOR SH.LL NOT [ ,/]' - eF )FSS iWJI YMMW SPwrG MPGTCO FOR EAa ANnaW TYpE oN rxs scHCDu(L ]. , O0 a I/7• - FLORIDA BUILDING CODE 4 I f,� I I " I t, Z, 11 t. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INIQ EXISTING WOOD STRUCTURES I. 1 -- -- t/+'• 'APCON O B' C.C. _-- I A i IAPCON O 8' p.G 7- I W , 41h M • 2 BEADED / W / 1/2' MIN/ rhREADen PENETRATION AT WOOD� I, , PENETRATION AT WOOD 1 I'-' HEADER HEADER I, "I r. jl Yn,. I M { na. MOOD HEADER .1. I U. ! w00C HEADER _ I MM � , TifOV:RED - (� RFOU,RCG II I jI - 'I - , I 'I rRn. FPAAAIgN � I To— }' (SR SCHEDULE 1 ' EXISTING M MIRY Ia) j Yi.. .—I-IxASS-'1 i TO IW,LSS ` 4°' 'l• MA, �--(YF SCHEDULE - PANEL LENGTH - PANEL LENGTH EXISTING ON SH[[` tej (SEE NOTE I BCI.OW) 1fi•-X1, 1' I - � 1 (SEE NOTE , BELOWI � ! . - i . � ) � � 5 S. 4 5 w/ • WINO NUl 1 I : i I � 1 6• I—. -i i I� _.._iI : 6_ E9 i ' i.. ceI E0. I _ ' 1 -ice--.i------ 1 L1_.--- _1 t 2•AI" W000 PLATE i I/e-• J/JY WING NVI 1•Fa• MOOD PULE 7/8•0 . 3/31' WNG NUT REQUIRED-1 * I *AS"," Is 6 */" OC RE0IWRED -I WASHER O (BEYOND) IF'.-10 PANEIWTE FITUS I , Pi. - TO PANELWtF PLUS ,i - - e 8 1/1' O.C. w%, i/e' �( O E 1/4' O.C. W/1 //e' i ' MIN_ THREADED PENETRATION ! MIN. THREADED PENETRATWN AT ARDwYDTH OF PLATE-{ - i AT 4,OWIDTH CK PLATE I ��� UNTING IN���ON WALL ��A��W ...^IIY;f[ � IW O�EG��R PANEL •` P /j"Aw, �L��e1L�B(iATL'�!EL SCALE 3/B•-1" L>r P.•• tiGENS 11 SCALE 3/8•-1- .3�: NOTES- �, f - SCALE �: FLORIDA BUILDING CODE (High Velocity Hurricane Zone F 441fi7 _ NO * °]Q�0 n'RO� °'c 20 GAGE GALVANIZED STEEL STORM PANEL �'P �. INSTµLATK,NS AWL ONE" VALID FOR BUILDING$ wfn+ AS DESIGN 1DA05 = * �-, _ UP 10 ♦15.5. -72.0 Psi AND PANEL'S LENGTH VP TO 8'-A- - *'�' ; - -) aFro/7Pm 7 FOR NEW w000 fAAME CONSTRUCTION W000 uE4BER5 10 BE SOUn,ERN : 4'•, SATE C't -'� EMe. � CABAL PROTECTION PRODUCTS. U.C. Vol, PINE MD 2. WJ SPECIFIC DENSITY W O SS OR EQUAL �'9O •• q R\O-r �''�. f ,r '� SW 5, $TWEET ,, /` ��E�� rYAA rC3rWN ♦ [TamNmlwa ceWwyNM OAUr. 2 a3a �•nnSI �.N.... ,,... miy,'.`t:m .- �•w� ne . PHOHc c.s.wF-75.e. FAA- Lrx).eP-SLAT OURAI 20176- h'rr +TILL 111/IN1�•n ,r•Lt[A A°00IiT1y, PL - FLORIDA «, _ am a or m INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1: a' tAPLON ANCHORS 1 ' i TAPCOIi ANCHORS O9' O.C. 09'O.0 POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK 011 CONCRETE BLOCK REOIARED __ ! REODU+ED ' i_.._- - Maa _—_ 4A l ED• ED- i I I h� I 1 i EESTIi� i 2- CxISTIgF,� � y IF.U55 I I GLASSGSS _ I I u I 4 � ; 1 III ti' �A! y/:'�[0. LLB 1 l'T' s / /r• • C'n -- Fnz- Wrr rTI . Irf I Et9s oLvnKP 1 �. I O I I 1 , 1 Ir I E.O.• 11 / A-10-• PANEJM?F PLUS W/ I+-,0.1 PANELWIE PLUS w/ /e'• . 3/12' WNC NUT wASHCR Y/8'e , 3/31' WING NUT WASHER POURED CONCRETE to RED CONCRETE oR ooNCRFTF BLOCK OR CONCRETE elaK RECLAIMED REO.ARCC WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION SECTION SA SECTION SB O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.," i•. /.•. SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz SPACING FOR INSTALLATIONS INTO MWO _ MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5 EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ . SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1 SOHMAE RLDIIG[ AALIgR SPwIIiG r IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011 BY THE FOLLOWING FACTORS. FOR iNR y. _ OPpG11pN TO BF PpR1eLL REDUCED ' '/7 vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - - _ll K LESS iNW YAUMW BPACr4C •IpGiEp FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m ES�P•'•vCENSF'• �� :• No. 44167 •: '?''. LATE OF _ PE sEAI/sDNAnHc/art BUILDING CODE (High Velocl}y Hurricane ton °a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM" �, rom L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn I .e•D 1. 5, sTRra ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31 o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76 .._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A mwe NR GENERAL OPENING LABELING NOTES: Y En _ crrou p� cyercu 1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED. FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF , N D 1,1 IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE SHALL BE AS YEN9ED INB. I AND IN B. IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS 0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1NNVrAf,TVRER. STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh 1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$ INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS 'ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1 RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E - , 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0. J <. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED @. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY (b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF >. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY. H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0. SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37. laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL 'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) iD_ujzPlC.__PDIIBEC_::'ACRETE (ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f - l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T - - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N 10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm' DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE FEMALE ID h PANELWTE FILL LS A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0 ANY FINISH MATERIAL SHALL BE PERMITTED 1 /4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a' w70 ANCHORS. ... FAF T� NHNAr A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;� BE AS MENPNED IN Alj AND IN A2). (B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167 - t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona) - t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III - �,.-,o PANELW c W FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n @, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y -- N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o J•FII/ iL E t O ENE: \ DUE�.:.��'...G-' ! - .eEO LA 51 �. : wLL :T[S7IWoreRFo cOMPANr DAML iL ],JIa la Wlar AAlrla A M<M RHO(E (aa.)pf-T+5 rAi (».Lam-e>n 2O-176 ti- fO) ".-<fr OWI n._IaT ORf•r.G b. Pf SEAL/�JPN*VY/OAn U-OMi!],R WKT[A A Thin x-. PL 77 tl .,I A M RPIp1 «1W7 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 BUILDING CODE 4 I f,� I I " I t, Z, 11 t. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INIQ EXISTING WOOD STRUCTURES I. 1 -- -- t/+'• 'APCON O B' C.C. _-- I A i IAPCON O 8' p.G 7- I W , 41h M • 2 BEADED / W / 1/2' MIN/ rhREADen PENETRATION AT WOOD� I, , PENETRATION AT WOOD 1 I'-' HEADER HEADER I, "I r. jl Yn,. I M { na. MOOD HEADER .1. I U. ! w00C HEADER _ I MM � , TifOV:RED - (� RFOU,RCG II I jI - 'I - , I 'I rRn. FPAAAIgN � I To— }' (SR SCHEDULE 1 ' EXISTING M MIRY Ia) j Yi.. .—I-IxASS-'1 i TO IW,LSS ` 4°' 'l• MA, �--(YF SCHEDULE - PANEL LENGTH - PANEL LENGTH EXISTING ON SH[[` tej (SEE NOTE I BCI.OW) 1fi•-X1, 1' I - � 1 (SEE NOTE , BELOWI � ! . - i . � ) � � 5 S. 4 5 w/ • WINO NUl 1 I : i I � 1 6• I—. -i i I� _.._iI : 6_ E9 i ' i.. ceI E0. I _ ' 1 -ice--.i------ 1 L1_.--- _1 t 2•AI" W000 PLATE i I/e-• J/JY WING NVI 1•Fa• MOOD PULE 7/8•0 . 3/31' WNG NUT REQUIRED-1 * I *AS"," Is 6 */" OC RE0IWRED -I WASHER O (BEYOND) IF'.-10 PANEIWTE FITUS I , Pi. - TO PANELWtF PLUS ,i - - e 8 1/1' O.C. w%, i/e' �( O E 1/4' O.C. W/1 //e' i ' MIN_ THREADED PENETRATION ! MIN. THREADED PENETRATWN AT ARDwYDTH OF PLATE-{ - i AT 4,OWIDTH CK PLATE I ��� UNTING IN���ON WALL ��A��W ...^IIY;f[ � IW O�EG��R PANEL •` P /j"Aw, �L��e1L�B(iATL'�!EL SCALE 3/B•-1" L>r P.•• tiGENS 11 SCALE 3/8•-1- .3�: NOTES- �, f - SCALE �: FLORIDA BUILDING CODE (High Velocity Hurricane Zone F 441fi7 _ NO * °]Q�0 n'RO� °'c 20 GAGE GALVANIZED STEEL STORM PANEL �'P �. INSTµLATK,NS AWL ONE" VALID FOR BUILDING$ wfn+ AS DESIGN 1DA05 = * �-, _ UP 10 ♦15.5. -72.0 Psi AND PANEL'S LENGTH VP TO 8'-A- - *'�' ; - -) aFro/7Pm 7 FOR NEW w000 fAAME CONSTRUCTION W000 uE4BER5 10 BE SOUn,ERN : 4'•, SATE C't -'� EMe. � CABAL PROTECTION PRODUCTS. U.C. Vol, PINE MD 2. WJ SPECIFIC DENSITY W O SS OR EQUAL �'9O •• q R\O-r �''�. f ,r '� SW 5, $TWEET ,, /` ��E�� rYAA rC3rWN ♦ [TamNmlwa ceWwyNM OAUr. 2 a3a �•nnSI �.N.... ,,... miy,'.`t:m .- �•w� ne . PHOHc c.s.wF-75.e. FAA- Lrx).eP-SLAT OURAI 20176- h'rr +TILL 111/IN1�•n ,r•Lt[A A°00IiT1y, PL - FLORIDA «, _ am a or m INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1: a' tAPLON ANCHORS 1 ' i TAPCOIi ANCHORS O9' O.C. 09'O.0 POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK 011 CONCRETE BLOCK REOIARED __ ! REODU+ED ' i_.._- - Maa _—_ 4A l ED• ED- i I I h� I 1 i EESTIi� i 2- CxISTIgF,� � y IF.U55 I I GLASSGSS _ I I u I 4 � ; 1 III ti' �A! y/:'�[0. LLB 1 l'T' s / /r• • C'n -- Fnz- Wrr rTI . Irf I Et9s oLvnKP 1 �. I O I I 1 , 1 Ir I E.O.• 11 / A-10-• PANEJM?F PLUS W/ I+-,0.1 PANELWIE PLUS w/ /e'• . 3/12' WNC NUT wASHCR Y/8'e , 3/31' WING NUT WASHER POURED CONCRETE to RED CONCRETE oR ooNCRFTF BLOCK OR CONCRETE elaK RECLAIMED REO.ARCC WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION SECTION SA SECTION SB O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.," i•. /.•. SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz SPACING FOR INSTALLATIONS INTO MWO _ MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5 EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ . SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1 SOHMAE RLDIIG[ AALIgR SPwIIiG r IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011 BY THE FOLLOWING FACTORS. FOR iNR y. _ OPpG11pN TO BF PpR1eLL REDUCED ' '/7 vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - - _ll K LESS iNW YAUMW BPACr4C •IpGiEp FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m ES�P•'•vCENSF'• �� :• No. 44167 •: '?''. LATE OF _ PE sEAI/sDNAnHc/art BUILDING CODE (High Velocl}y Hurricane ton °a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM" �, rom L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn I .e•D 1. 5, sTRra ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31 o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76 .._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A mwe NR GENERAL OPENING LABELING NOTES: Y En _ crrou p� cyercu 1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED. FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF , N D 1,1 IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE SHALL BE AS YEN9ED INB. I AND IN B. IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS 0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1NNVrAf,TVRER. STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh 1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$ INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS 'ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1 RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E - , 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0. J <. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED @. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY (b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF >. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY. H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0. SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37. laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL 'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) iD_ujzPlC.__PDIIBEC_::'ACRETE (ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f - l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T - - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N 10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm' DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE FEMALE ID h PANELWTE FILL LS A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0 ANY FINISH MATERIAL SHALL BE PERMITTED 1 /4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a' w70 ANCHORS. ... FAF T� NHNAr A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;� BE AS MENPNED IN Alj AND IN A2). (B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167 - t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona) - t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III - �,.-,o PANELW c W FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n @, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y -- N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o J•FII/ iL E t O ENE: \ DUE�.:.��'...G-' ! - .eEO LA 51 �. : wLL :T[S7IWoreRFo cOMPANr DAML iL ],JIa la Wlar AAlrla A M<M RHO(E (aa.)pf-T+5 rAi (».Lam-e>n 2O-176 ti- fO) ".-<fr OWI n._IaT ORf•r.G b. Pf SEAL/�JPN*VY/OAn U-OMi!],R WKT[A A Thin x-. PL 77 tl .,I A M RPIp1 «1W7 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1: a' tAPLON ANCHORS 1 ' i TAPCOIi ANCHORS O9' O.C. 09'O.0 POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK 011 CONCRETE BLOCK REOIARED __ ! REODU+ED ' i_.._- - Maa _—_ 4A l ED• ED- i I I h� I 1 i EESTIi� i 2- CxISTIgF,� � y IF.U55 I I GLASSGSS _ I I u I 4 � ; 1 III ti' �A! y/:'�[0. LLB 1 l'T' s / /r• • C'n -- Fnz- Wrr rTI . Irf I Et9s oLvnKP 1 �. I O I I 1 , 1 Ir I E.O.• 11 / A-10-• PANEJM?F PLUS W/ I+-,0.1 PANELWIE PLUS w/ /e'• . 3/12' WNC NUT wASHCR Y/8'e , 3/31' WING NUT WASHER POURED CONCRETE to RED CONCRETE oR ooNCRFTF BLOCK OR CONCRETE elaK RECLAIMED REO.ARCC WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION SECTION SA SECTION SB O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.," i•. /.•. SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz SPACING FOR INSTALLATIONS INTO MWO _ MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5 EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ . SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1 SOHMAE RLDIIG[ AALIgR SPwIIiG r IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011 BY THE FOLLOWING FACTORS. FOR iNR y. _ OPpG11pN TO BF PpR1eLL REDUCED ' '/7 vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - - _ll K LESS iNW YAUMW BPACr4C •IpGiEp FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m ES�P•'•vCENSF'• �� :• No. 44167 •: '?''. LATE OF _ PE sEAI/sDNAnHc/art BUILDING CODE (High Velocl}y Hurricane ton °a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM" �, rom L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn I .e•D 1. 5, sTRra ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31 o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76 .._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A mwe NR GENERAL OPENING LABELING NOTES: Y En _ crrou p� cyercu 1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED. FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF , N D 1,1 IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE SHALL BE AS YEN9ED INB. I AND IN B. IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS 0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1NNVrAf,TVRER. STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh 1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$ INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS 'ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1 RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E - , 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0. J <. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED @. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY (b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF >. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY. H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0. SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37. laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL 'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) iD_ujzPlC.__PDIIBEC_::'ACRETE (ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f - l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T - - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N 10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm' DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE FEMALE ID h PANELWTE FILL LS A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0 ANY FINISH MATERIAL SHALL BE PERMITTED 1 /4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a' w70 ANCHORS. ... FAF T� NHNAr A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;� BE AS MENPNED IN Alj AND IN A2). (B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167 - t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona) - t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III - �,.-,o PANELW c W FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n @, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y -- N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o J•FII/ iL E t O ENE: \ DUE�.:.��'...G-' ! - .eEO LA 51 �. : wLL :T[S7IWoreRFo cOMPANr DAML iL ],JIa la Wlar AAlrla A M<M RHO(E (aa.)pf-T+5 rAi (».Lam-e>n 2O-176 ti- fO) ".-<fr OWI n._IaT ORf•r.G b. Pf SEAL/�JPN*VY/OAn U-OMi!],R WKT[A A Thin x-. PL 77 tl .,I A M RPIp1 «1W7 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 ti' �A! y/:'�[0. LLB 1 l'T' s / /r• • C'n -- Fnz- Wrr rTI . Irf I Et9s oLvnKP 1 �. I O I I 1 , 1 Ir I E.O.• 11 / A-10-• PANEJM?F PLUS W/ I+-,0.1 PANELWIE PLUS w/ /e'• . 3/12' WNC NUT wASHCR Y/8'e , 3/31' WING NUT WASHER POURED CONCRETE to RED CONCRETE oR ooNCRFTF BLOCK OR CONCRETE elaK RECLAIMED REO.ARCC WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION SECTION SA SECTION SB O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.," i•. /.•. SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz SPACING FOR INSTALLATIONS INTO MWO _ MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5 EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ . SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1 SOHMAE RLDIIG[ AALIgR SPwIIiG r IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011 BY THE FOLLOWING FACTORS. FOR iNR y. _ OPpG11pN TO BF PpR1eLL REDUCED ' '/7 vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - - _ll K LESS iNW YAUMW BPACr4C •IpGiEp FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m ES�P•'•vCENSF'• �� :• No. 44167 •: '?''. LATE OF _ PE sEAI/sDNAnHc/art BUILDING CODE (High Velocl}y Hurricane ton °a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM" �, rom L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn I .e•D 1. 5, sTRra ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31 o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76 .._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A mwe NR GENERAL OPENING LABELING NOTES: Y En _ crrou p� cyercu 1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED. FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF , N D 1,1 IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE SHALL BE AS YEN9ED INB. I AND IN B. IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS 0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1NNVrAf,TVRER. STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh 1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$ INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS 'ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1 RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E - , 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0. J <. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED @. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY (b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF >. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY. H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0. SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37. laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL 'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) iD_ujzPlC.__PDIIBEC_::'ACRETE (ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f - l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T - - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N 10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm' DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE FEMALE ID h PANELWTE FILL LS A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0 ANY FINISH MATERIAL SHALL BE PERMITTED 1 /4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a' w70 ANCHORS. ... FAF T� NHNAr A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;� BE AS MENPNED IN Alj AND IN A2). (B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167 - t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona) - t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III - �,.-,o PANELW c W FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n @, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y -- N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o J•FII/ iL E t O ENE: \ DUE�.:.��'...G-' ! - .eEO LA 51 �. : wLL :T[S7IWoreRFo cOMPANr DAML iL ],JIa la Wlar AAlrla A M<M RHO(E (aa.)pf-T+5 rAi (».Lam-e>n 2O-176 ti- fO) ".-<fr OWI n._IaT ORf•r.G b. Pf SEAL/�JPN*VY/OAn U-OMi!],R WKT[A A Thin x-. PL 77 tl .,I A M RPIp1 «1W7 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 i•. /.•. SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz SPACING FOR INSTALLATIONS INTO MWO _ MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5 EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ . SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1 SOHMAE RLDIIG[ AALIgR SPwIIiG r IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011 BY THE FOLLOWING FACTORS. FOR iNR y. _ OPpG11pN TO BF PpR1eLL REDUCED ' '/7 vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - - _ll K LESS iNW YAUMW BPACr4C •IpGiEp FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m ES�P•'•vCENSF'• �� :• No. 44167 •: '?''. LATE OF _ PE sEAI/sDNAnHc/art BUILDING CODE (High Velocl}y Hurricane ton °a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM" �, rom L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn I .e•D 1. 5, sTRra ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31 o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76 .._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A mwe NR GENERAL OPENING LABELING NOTES: Y En _ crrou p� cyercu 1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED. FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF , N D 1,1 IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE SHALL BE AS YEN9ED INB. I AND IN B. IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS 0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1NNVrAf,TVRER. STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh 1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$ INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS 'ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1 RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E - , 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0. J <. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED @. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY (b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF >. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY. H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0. SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37. laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL 'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) iD_ujzPlC.__PDIIBEC_::'ACRETE (ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f - l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T - - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N 10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm' DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE FEMALE ID h PANELWTE FILL LS A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0 ANY FINISH MATERIAL SHALL BE PERMITTED 1 /4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a' w70 ANCHORS. ... FAF T� NHNAr A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;� BE AS MENPNED IN Alj AND IN A2). (B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167 - t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona) - t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III - �,.-,o PANELW c W FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n @, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y -- N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o J•FII/ iL E t O ENE: \ DUE�.:.��'...G-' ! - .eEO LA 51 �. : wLL :T[S7IWoreRFo cOMPANr DAML iL ],JIa la Wlar AAlrla A M<M RHO(E (aa.)pf-T+5 rAi (».Lam-e>n 2O-176 ti- fO) ".-<fr OWI n._IaT ORf•r.G b. Pf SEAL/�JPN*VY/OAn U-OMi!],R WKT[A A Thin x-. PL 77 tl .,I A M RPIp1 «1W7 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 ES�P•'•vCENSF'• �� :• No. 44167 •: '?''. LATE OF _ PE sEAI/sDNAnHc/art BUILDING CODE (High Velocl}y Hurricane ton °a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM" �, rom L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn I .e•D 1. 5, sTRra ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31 o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76 .._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A mwe NR GENERAL OPENING LABELING NOTES: Y En _ crrou p� cyercu 1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED. FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF , N D 1,1 IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE SHALL BE AS YEN9ED INB. I AND IN B. IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS 0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1NNVrAf,TVRER. STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh 1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$ INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS 'ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1 RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E - , 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0. J <. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED @. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY (b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF >. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY. H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0. SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37. laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL 'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) iD_ujzPlC.__PDIIBEC_::'ACRETE (ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f - l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T - - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N 10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm' DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE FEMALE ID h PANELWTE FILL LS A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0 ANY FINISH MATERIAL SHALL BE PERMITTED 1 /4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a' w70 ANCHORS. ... FAF T� NHNAr A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;� BE AS MENPNED IN Alj AND IN A2). (B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167 - t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona) - t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III - �,.-,o PANELW c W FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n @, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y -- N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o J•FII/ iL E t O ENE: \ DUE�.:.��'...G-' ! - .eEO LA 51 �. : wLL :T[S7IWoreRFo cOMPANr DAML iL ],JIa la Wlar AAlrla A M<M RHO(E (aa.)pf-T+5 rAi (».Lam-e>n 2O-176 ti- fO) ".-<fr OWI n._IaT ORf•r.G b. Pf SEAL/�JPN*VY/OAn U-OMi!],R WKT[A A Thin x-. PL 77 tl .,I A M RPIp1 «1W7 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 0 o LQ y tn. r In M m N 'O 1.1- EO CJ N 'LS d M 3 C3. t OJ 5; O Q 6J 0tY a7 a ' sa V1 C Ev a a) (D 7�,,� ,/ I\ / \ / \ / \ _/ \ \ / \ - . ; " I _/ \ ; : L (D =3 Cn 0 Lvlcli L N s U � Q O C Cu ­0 O O O O a) O Q� L QL_ .,:x - c`4 4 IMj r COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v", (�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM (scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK 91,.1• sr.5 ,(PLq NVURED - 9 ( e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_ - 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � � - 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L F-PE^PWki ___ _._— _. �__- APL,FR WlPere 6 -(EFFECTIVEWIDTH) -.)r ,-\-- ;,.,,,, rvv- Cn s ' -t lJa_ -. li �,G I �` f ,Iz.-(- _ _ -_ ./7. - -��- , sYs /� �\ caNPctF woaAs 1 4 � c.m Ferccrz Nriol" T t TI � T -'/:•-' � $'•- '- LY2' 1 ]HUT m \ G« • LYA 1 a srm a) _. �/air " �� T-�} �1-" �- I - - ,a,: s"s /� ELL' ar � q �cwocrt �I Aic'rusys,r a ' _ 1 350' - - l 3,0• - - t sso• - .Soo- i' i'' ,r' � � F I-'ei•_I 'c� ' �� � i i iI I � , j°� W� l� 1• f. / �- _! , I ... � � iI - , I I I ' I �• ; 1 , , �T�: i � I - — L `I��DeA.��s� L. ���II���`a� r'---r`�-Ir075'2.500' l-075`I`IIIII, I __-- I - II_ , }DD Tom, . "���' \ ,� ipp i7P. :I , I I \ I onw I • � �j � cAnr - - .-_. \ I `1so' :;I 214+• .. . _ .. '�, . . , - � I . - - .. I � ' I I (ac[ ��AM \ - I % • D.Dsa' ua. nlcK'-N HEMMED s 500' Ii �I i ij 2-soD' I - , _ _ _ I .. �. 1 I I �\ Y - NA+1 , aE1w, � � I � � . f �-< /' �',•'iiosD:' � LFa mA. I •/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM .. EWE I -: to x _ GALVANIZED - •L• - - `^ STEEL S II I r � - - TAVm H[p Ys 7 � / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/� 2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _ ' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B _I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/ 1 �ETML A 'O e' AB s Y': - _j5 i"I � I , ­?. I �'A l —. � I I I I a '�' I Y I I [t� . 7�'�� �L.,lri(E�Ii(L�ij��1IIsar, n°.1ISi_ '._..�✓1 ...�'• /<5•1S0•���`iT�11iI�i�.�j'�1•�..Z-?I�•���eeIII--j-{,r,�L'I\;;,�'�II.�I�I'7:II}T"i--�_U,rrw,wP 11_I-1350•- _,,Sp-A'Ih� -1II�?roPAML$ w/•IF1I�w,cra�TM1�'-I��--6250'-IzSo'.\�-.-2n0'I'"'-eaT[n7PALSWj!,/+•-/ras w/ i�IaewNy1�1�.~7„>/r'i 1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71 ,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv--- -}-� 11. t ..� �. ,_ ��_ � I I I��-�..{I. _� L 'I I I I 1 I '' i 1 I O 1 I I I ' I ' I � O O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''� (...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ: PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i, SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\ SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�) - _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M --itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-. ]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.< (�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '� AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /( • 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I / � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; � 4.T. �rO.GO- .I' -`_, IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED OWN :.. W /"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y � ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E `- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar m ' F _ I/'• ue. GAP 9rA- . lt 3/]2' . ,• -_-J\ ! :-- 2- ti 4 r � IA � ( ' I Ih 37-; r-T- �� r / � HEMMED '_V_ , T50• �I/: YP, GAP � _�_--,, .- I i,/:. >oa s I i py >G(� r I` I I y,`�i � V 0•/i w. r.M 1i �-I;11/r.]A•+wAJ4RAII£AII/.• Naa GAP LWWL55II'�'i-II��Prr1IkINNO,YO'c"i:-fE�eIr'I9r•liI/- ��/I�qI1j3I�1`Ii1gS-----'L'". I Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O ',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-� (�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a �- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/ -- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ' ( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y: O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr /i1 1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1 'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N 6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc - •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � � I SECTION 2' E.A � /'!! t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I' V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �` 1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4 :5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T• I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI ;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a ' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/ 'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73 : { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14 *�� e(�rae caewaAW, or atcllas: No. '44167 C 'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_* '� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q 1-__,__ � _� ---- I * :• _ = y l0A . eorrcfl wlMr..Nm GN OF , . ' ]50' - J °aDX, Rt[cA x eMaO nnCO, Ale I COWEW$D M ANY MY TV SVl WFF • �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP q _ - i 20 LACE GALVANIZED P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL —S D s - :.Q - DAAWY eY A M M70 07 - '7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS. C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I. ,,A`­,,','2" tCs,' . V P r e wwa. aAa•e PNpc: 1a51)ma-Law. rA- Inyems-erF> 20-176 .eoA sw s, sn[f> �t aAll9AIurUAE/ocn ri L", —_/­ swslDN+7wENlrz �.-Aooe>,A r� .. _1 rw-ooana u-000n,v MLrrA 1Y FMua A n1JJ1 -­,-,,E PE tIAUIW No. Orr NI,ON WN� •f.. w,trzR A nwr x.. PE _ - oRNWrc NA. -P[ 5[AL/SNAM,vnE/DA_ •;••• Or1"'•`• Isl An-•M. 'r 6la nai oI_.Lw - Pal rn-Im, rw . w.. «°ra n ]r I'1.>I� (As.iseA->sas. rwY <r.MeA-ajar i 20-176 'Q R «, > _ aNasr » Or m - acn Nor m WY,µ A TALJ! x PE. m+T•Iu FL ae is «ieT _ _ a SHEET N0. SH 1.2 III _ L II I I I I F 11 IIIII 11, III III I I P L I Vill if 1 IAA grIPI I, I _ - - _ ) -_ -_ _ - --- 1 _ _ I_ . _ .:. _- _ - _ - I. -- I ?!I III I'.. l- - 1 _ . _ MAXIMUM A.S.D. DESIGN �A�iURE RA TANG (o...f.) AND � . CORRESPONDING MA)MUY PANEL LENGTH `I SCHEDULE CFRIF4 ♦ QYQT FOR _ 1 N R __ DOD%20D11 E-Z HANG ,STORY PANEL � _-_-EY Y PA r} N_ iY9JD�_�'9H_�.t1�.`.s_°�..AS_E;3_..s Ii;:ti;: 1._T4+i1__SNEET .Zii. MAUMUM AS-D. [55U 'RATIW'�tDi J.) 11 NCI- P H MJE(Len�LjENGT I- tSEC 5EC11016) I MMIMDM SCPARATON Ta GLASS PAYED APPLICABLE TO SERgNs _ .e6.Q -75-1 i 70' OR LESS ^ 2 9/16' -__CONDITION - BOLTED �' 2'' '. ,�. YYI A 3`W I-.-----_-- �..._...a.S _ .-_._._._._ .ea.o. -75.3 E hl' OR LESS 2 7/ r 2 Q' /I I BOLDED ' I A a'W - -11. W/ lio S. /`G SS 4.5 A WINGNUT AT OVERLAP A AD. OF PANEL LENGTH AIFASJRED FA BOTTOM OF PANEL. MAXIMUM A-S D_ DESIGN PRESSURE RATING s fND CRc SPOND NG MAXIMUM CNOR 1 ♦ W O E C - Lm( OfSiA%E _ SCHEDULE F 4'.'F E E1E: [TE►1!t"Til DL INSTALLAWNS L N - _H FOR IN_. NS INTO ..BETE t CONCRETE K T14 CQ.. R£S i�SF..S_A- - R T M 4 'V PIE; :k.T : TT.N -H 4 -.. FT L . _11dD ,1k(L'LEDR A --A QrlS�_P1i3E..3.L5_.L.ITit- _�._ NAXiM -M --Fair U A.5 IGN 0 OE5 i MAXNNAI NRCNORS SPAabNG FOR E O.. 3 ---- ] 1' � / -._._ --- _ -- __ -. T WRK+9tE D i TARCONS - r!'lK-IH PMEUAAiE FEMALE C PRESSURE PANEtI:M1E F'LW' �7D iEET,0+6 A f ANT COINgLANTpw O - ,I-) =,- RATING ( -70 CONCRETE 0 BtDOc 710 C0.VCREIE MI X ,ta LONGwETE ITOAlAC1f cONCAETF I OF ntEY ' (si> 2' A N 2 N A 12' N A / � 2 I N A 1' i A X (Top) t' 1. 7 w t I 0 J' S' I' -- I S' 4" _ BORDN () SET. 20fiD + BOTTOM SERtES T000 + + , N/A 66.0, 7.,-3 h N/A Y _ N/A I NIA -A N/A N/A 12 ,/Z• } I it- 2' (BOTTOM) � 70 ON LESS 1 7' 1 i 4 / N / / I ' N A / / i N A ' 1 3 (TOP) ) 12' NA I / I 1 NA 1 2 8 2 / / -- NA / —1 ! 9 t /4 I j NA I 3 ) (DOTTON I I--,---- .-1 _ �, __ ___._ '12- 1 A_-_. 12- I N/A i NIA-� 12' N/A /2 1 N/A I- + (TOP) t 2 b" t' 9 2- 1 ' 2 / 2 ' 1' t' 2 I t' ___-. 4' f�I OM T ) • UNITED 70 66.0 p.s I. AS D. DES" PRESSURE RATING A SEE SHEET 26 FOR ANCHORS TYPE A SPACING FOR WSIALLA719N5 ,WIG 'MOOD FRAME IRALDID LIM ANCHDA 1PAC948 MO MINIMUM EDGE DISTANCE ARE VNDK.TED ON MI5 SCHEDULE. FOR E.O. LESS THAN RJDICAPEO ON SCHEDULE REDUCE ANCHOR SPACING MnYAMU,NG SPACVK SHOWN ON SCHIiUCE BY THE FOLLOWING FACTORS FOR IS OPER�,I TC Is POSSIBLE. REDUCED SPACING OBTAINED USING FACrOA SH - NOT TAN MINNUM SPACING i c , BE LESS •IU INDICATED OR CALM MNC46P TYPE A' At£IDPS LEGEND 1 a'1 / 1 O • / 14' 1 1 4' f NIOIOR T1IE - E -CALK-•, TAPGOf1 RWL 0 flAR'E. - -- •s.. ANOOIt 9JJdNG I ) ] 3 2 Tn rf64 pSFUNV M. CrwNb l ) 3 3 ] ] INI MINI :!c-�Do -_3__ 31/' -_3 i.'_ -..__, __ ASRM, FJQ (8RK OW91t9j "am - - - ti,6 u _ �• _- Im Tao __- ...3 # 2• -­L C I I + REQUIRES V➢.. DISTANCE BETWEEN BOTTOM OF PANEL 1 AND i0 8c 1/2' -iM I 0. 1 1 I Rf-OURiES Me.. tkSTAYCE. BETWEEN D PM t •} •� BLTwEE BOTTOM Of C AND ® i0 BE 3/16• 3 16' 1 MP. __-.-. __— _--_ —-- COMPONENJ� FOR REGULAR LIFE SAFETY & E Z HANG STORM PANEL SYSTEMS I (SCALE ) f2=t') - - - - _ ,5.T25• (TOTAL WIDTH) - - _2.t87'_� _ i2.5GO' (EFFECTIVE WIDTH) - - 193` 1/4'1-20A3/4• I v%- 750•- Ss. STUD RMETED :1 -_i�j'r, - 61/4'('YP.) - E ,I -374-- Ta ANGLE, 61/1' ,125• met? Vr ac 7 1.35D' - ,- 1 31G' _ 1.350' - '.250• -,tOC' iti0'- - GeV , _ (MA' 9E REVERSED) 500 1.5w- - " __I 1 - . _ .. ! R .256 088• ! 668' 0.021• YM t}ICN 3.375• jI 11-{I I ST I ( INEMMEO GALVANIZED Efl / t .18a•. t.671' �,P I.SI ��--- j �4 1000't I5• YP O EDGE J. I I61M 4853 I Y GRADE eO aWAHAIIN HEM ED - 1125' _ � _. i DETAIL w O-1S0 Cxv - { aB EDGE ! OB4 I L-1.500•,-•Y (TYR) _. _ _ __I 'iTi'P'. Cam) - - _.____ - 7' . } 5 OO STORY PANEL }50' _ , 3sD' - BETA, A -! - 2aoa' -- $ENLL 6E INSTALLED ALWAYS - PANELS 2 387' - ET TO M , 2' LEG FROM LEFT RIGHT J / AT END At LEER SIDE OF PAHEI (�) "N" M$fjQER O "F" TRACK (�) ANGLE WITH STUB I TOP P EDGE OF PANEL a ( ) I .,MNf I'$ Mo LIP I GALVANIZED 5fTEE .' 375' R.270' IIIII W/ HEANFFO mom _ ", { -.. I RATTLE A-4 U �P--1-' x0.05' ./ /7 I - ; 1 •r I t— _ , ( Y Sal 0.}75",N I I?:Ti D.250'! 9 •. / -[ __ a I 62. I J' �HEMMI - V-_.--, 4p7' eb25'I Y r ; I "27G9• - 2.591•-. - HEMMED _ `� ': `2oG' PAWL 15i OR f - zss0' E �` ISOMETRIC VIEW NAIL A 13j•1 _ :rz7n - I -2w,. ROUNDED CORNER • ENDS OF PANEL'S 95jr 'I - I I -Dar,. -063' ,i ENO UP W/ HEMMED EDGE_ i_ -_ 1•625' -126' ( I----2318• _ (N.TS) 375• nLmi 4 1 �..�r ,FP DF PI JLgAA6N_-•f EGGE fX PANNE; 2 SDO' I s 750 091' DB7 j� 7I ® KEY HOLE WASHER - 7�• - D7z Tst') u I 3105-H154 ALUM ALLOY Y HOLE AT PANEL d�124• .SEE SHEET 5 MR ADInDNA ( 1{ F -. J - 750' - .RICO jAirmOwS a S.EE\•E LCAGrp IS I I'. 125' 1 l.,a ONLY VALD FOR RNSTALV.TXXNS INTO - -DOI, OA I,�0{ / I - - II 1230' t ..375" 11 3W A Z 1 /B" N _- (TYP I A ,1ST• RICO STRVCTURES MAX, LENGTH 1750'- ' 7.000• - 2.000' I- N93' 3.750' - 2 548• - , 18' 125' 2.000' R tat• ,. 1" 175P 550'- - cc) '.G50-IL(TYA)I(7 REV. "H" HEADER "11" HEADER L IIII I t' YYN. TO 5' YpA. - 2000,.- 1 SLEEY�NGTH " MAX. w 14 ANGLE MMNNAA,- 11 "J" TRACK 12 PANEL HANGER LIENI TTH 3.000- - A1.In J7,1• - 38•---200' (1 1,y(4" WIDEN a,D�,�a;T(c(Iri%ii, I ; So I- ✓ ,y (USE ONLY FOR E-Z RANG STORM PANEL E , MR-aS�Q•'' CEN '•'. - II .31 t- 656' _ (^ 470. .27E MIN -' ��,, ` J SF L SYSTEM) 606.'.-L@ ALUM. ALLOY t . I`L. , r LJt s l 67,- � )- No. 4416i _ FLORIDA BUILDING CODE No N H CO Zone) ro. n High Veto It Mrr( n6 Y.00(1• ,.G{1G ,^-MIN IF'LIS41N. O I j .Mo m`EXX Nc F.F. D6e' Arc ,23' v '3. , - i ,, "s 24 GAGE GALVANIZED $Tff1 STORY PANEL #„ w. I ,.zD,•' f --_- `---� i ,ITP) P 05G. 2 "s,I-'•. STATE OF Sa 0] 2T 7g m E F P } - 7wG- -- % G •. I �. MIN \� . - ,5 GL08AL PROTECTION PRODUCTS! LLC. #OUR, 2047 T. "P` 71L ,�TRM A [4W4" ZN. A av4. M1 313 Y '/ �'*01/ INIfAA t",... IAFA. UA - M-1 1Mr n.w FI.rAFE OWHNRP-7545. - (06J�I-4n, 21) 11-1 13 BUILD -OUT Air ©4 BUiLD-GUT "F" TRACK 1 & ® WASHERED WINGNUT " Pw s ., TRACK ANGLE (2AMAC 3 ALLOY) PE ZN/SGNTU,F/TY.rt WNTLR�A FILLY! AI oc DIET 2 of JI ­ iNSTALLATION DETAILS FOR REGULAR PANEL `j i -­.----­-----------7 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING, POURED (SEE SCHEDULE ON EXISTING POURED CONCRETE SHEETS 9 TPROUGH 10) OR CONCRETE BLOCK DETEST OR CONCRETE BLOCK SHEETS 9 THROUGH10) �. REGUTRED. REWIRED. t C0.' ,. {OCATION LEG COHORT c ANCHORS '• EXIST,NG POURED "I (� • (SEE SCHEDULE DN -: . CONCRETE REQUIRED j/i SHEETS 9 THROUGH tU} ', I2.' /`/,' .,. _ Jun. - 4' ,+T,`: S I ''`Gh_,..: a` _ J+, __ _ _ iri.:ur,D"R , Ica E -- -'C?". ; 2- -_ - I /A ;, fa• CONCRETE ANCHORS /a• 2At'ss. s. W/ NU: yN,)# ^ i 1 - (SEE SCHEDULE ON ' ,,,, _ I 1 1 SHEETS 9 THROUGH 10) I t 1 vrA-m,, I E-D I �/p�}- ES Mgt ,II'a 6011E I If I - E D �L I i IF s I IH• I c I L" Ms=. A 1 r EXISTING - 1 Y I T.}�!} 1 t ON SHEET J 1 I t I-a•+r-WN,' 1 "' I I I j I Ntr.. I ! FOR SPpC1"R® 1 1 N u I I ::: , SEPARATION 1, A $CHEDLAC � -y 70 GLASS. I I - 1 Y-I 7 A FA /71/ ,/r. I (SEE SCHED(!Ii I ,/.•._ta,+• 9 SHEETS 1, f i (Ub -PAID. ICI DON 7D GLASS 1 7 �1• 1 g HS OoITE M 1 ON SHEET 3 A, . PI. 15 �,( (5EE SCHEDULE ON ) 1 i "Ai fA t>AACLR Y 1 ( tOPIN o.ER r-a� •. • NPA. G M !�1 1 I I ! PE .. r r II •.., I M PANQ LENGTH I SHEET 3) I (U>r foN AN41 •l' MOv. I Y - AJSF FOR ut r ( %; IatCiH oAr 7-0j PI.1tEl lDL&IN YAWN t II ' I (SEE SCHfDUI T LEkCTn 1 I' 1 .' J I ; I I y i (MIN 3) 1 (SEE SCHEDULE l LBn. I SHEET I E,usigf,, A SEPARATION I --� Ez6i yO-,I �` I I ON SHEET 3) Gym$ _, I 1 TO TJ'(ASS, I I_ b/ I CLASS I � -, 1 I 1 f•. I I sfi SCHEDULE �. 3) I '-. 1 ': p CH :MEET Ci R- j G •L.50 I I I- k /' -� - MAX. Ma ! i � i) ! I I 1 7 # 1 i 4 i4! L71-11"L ICI 1� 0-C. ED " .W I__._i I 1 ED tiN EN '! I ( ONA%d ( -:r I , '. R e I +/.' oc - - ` CONCRETE ANCHORS CONCRETE ,ANCHORS EX,Si#hG POl11+E4 -_ 4.: (SEE SCNEDULL ON p "- I f t - )' (SEE SCHEDULE ON _. _.1 �--I' 1 CONCRETE 1 EDGE OF 'WALL. OR SUB SHEETS 9 THROUGH 101 SHEETS 9 THROUGH ,0) ; 9'' 2 ,/8' LONG MAX, ALUM#NUN REWIRED )' / FOP .. 3/4- - �. {u? CONDITION) EXISTING POURED CONCRCTE ALA, 0051Gk LOADS AND PAANNEL ($R CONCRETE BLOCK EV LENGTHS PER SHEET I \'..: ORSCONCRFTE BLOCK CONCRETE ANCHORS J\ :.; REOVIREII. R'\ _ O REpU1RFy+ R♦': M,Ay7-L0 A,um(SEE (SEE SCHEDULE ON - _ E.D.. -_ k�-r4 12 C. A USAACO TABU SHEETS 9 THROUGH 10) SHEETS S @ ,D) CEILING AMP FLOOR MOUNTING B tt:ILON SMITING WALL MOUNTING IDIRECT MOUNT W SPAC OR LEA I �� SECTKIN 4 ¢¢ SCAT 3/11.1, SCALE 3/6-,' SCALE 3/e- Y I N}NMNfNN .... gEP A. T((t/lAky ..., p y�•.• ••'Q�% -. �.�GEN•,E, FLORIDA BUILDING CODE (Non High VelocityHurricane Zons : o. 44167 : '0 ra1ELO' "c 2t GAGE GALVANIZED STEEL STORM PANEL T" ORAWN81 ..*. '* t0f, 60R CONANATION DF,.=TiQhrL _ _ _ *?/"/NJa a'• TA _ - TE 0r.- ' S PROTECTION PRODU LLC. 13lsrANCE ' 4�.- - Gl.O6Al CTK1N CTS E D -EDGE - � /I /^ . CAE: TL E C ' 1 (SEE SCHEDULE ON ',-9P :. F p NUR &BOTTOM MOUNTINGS CAN 6E . Rise S. 5, SHEET tOR(0 NIT Y♦- Fr cR. Y STYE. iL'C" SHEETS 9 h 10 COMBINED IN ANV WAY TO SUIT ANY '• ''r __ tt 'zi? . fw K•MM a Cc n M•M _ 0 B F'• /Y� 20 t75 '-� ~'m I-, ,,-,- )6E9' ], , I' : 99N TIH FAX: 9S4 '- 741 Stew r ]WIN -!H ( S .usJ �0 ... E n0U . I!' "SI �� INSTALLATION. hA .-.... ,rN....<.. t.A.n. w -- PRWwAa wc.. -i,WEJO., -� r !w-Jmw71y wp I,-ta m ArrN/FM�+ WPC A Tun PE S.m 4 or 16 7 -'---- INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL t1i INTO EXISTING WOOD STRUCTURES II '. - SCREWS 0 6• TIE W; --'P-i - �_.- - a'. I FIE"s .� I ,2' N, iHREADIm PfNCIRF`K,N 'n' i --- U1 M'a11 A- rrOM I /I'. ,AG Sl 0 5' c I I , 11r __ /2' 4'+ kE>_L PENC'R+' (>++ d c. n_T.kc I rITA:EP . y fXirR RE-U'"Etc p .�, '/J• %enw a fi' cc w 'HREADE '>« I ' I OLEO f Sh' 'xX AKP i T-` - Y'T I T H �R L EPGC IJ •TNT -A sn: —r fXSrXaG we R ar NEA,E yyf..���... - 1 -T _ 41+_ IIa o I' i 1 t Z v l F F,a 1 - �-0 OF ENC GF© $j I I.3 I j /1,,/8' 3f Y'e rY/ ]/8 1/3+ WrcA'. 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I, •E K. w� L INSTALLATION �'---' N • „JG Sr.RCw; • G' f.0 �.nt' 1 LAc ;CDaWs s V P... A; M.. F]F 2',4' wcNI TAR F•EC41IRE2 , -' ,In "' /e M,n T}•AFAL4L: PEHElnc4i;t`+ V,r T21 J-. a'_ ' 1%i• 4r. IVREA;,ED PENF'H.HLM W��Ay�LQQLY��OJU1 p N Ex ALTERNATIVE 2"W � N z. . AGOL NIA` PLATE ; B MLWIO?H U, I,LAY! 'FAT I1S]e-lGsi� SCALE I/4'.•' FiA,E RECIAREI-• JL+T 4W DIL E:tGF H MICE ALTERNATIVE 1'"W -- 1 _ B�j� Y UNTING So E ,/. I P I ]i15 j11 1 FLOOR 1NSTA CEILING fib' 4J.W. �{ TERNATIVE - 'NOSY A N1 W_ rA.l? 'ADC- FUR tl aC:ING NIT - E £ I' GAf, r 6.. 75 a -5 PAE 5 _ENCI 'III T .v - j LLATIONMOUNTING ('^ M.. I - .,,,,I,.,,..""",J j�'RNA- IT I W `I T A rr(c/ scA:-E ' !DF' N W WW0 FRAVE ONSTRIN:T M,JC VEVDE RS Ly RE a,,.. ..v ,,t>:,EF l -- � -A. = r4- ,- nA;E N, .. W' sPEt fA- OE-NST , .rF .._ CA. rtpw,. a I n ,.,•`SIPS'' IC EN f •'- �'r ' a ----'•--•- FLORIDA BUILDING CODE (High VelocityHU, Icons Zone) L1� ' • NO. A - i:­ 2;'FJl ,:C SEF sc F'KAYu An ECi1,IEVE'J< --R r Gr , C„ IA.; (Au ,. ;v .N� r'S "LL ,S PAHEI �NC�J, CONi:ELTIGi *F] A (iJ� wG fml Ai ?c; Ei4 FC 0'r §TES * : y, •KIN. % '," - I E - 2D GAGE GALVANIZED STEEL STORM PANEL F P TKIF. e, IPOU LW 2oCC IYSTAU. AT L% -f f Tr: �Er' }Y _ _r Y�Uf� STALE OF r' :y - ��� / i. '� GLOBAL PROTECTION PRODUCTS, LLC, N:Eg._C"6 N" F.+v:�o. s rXxs f a AL Nd YE TOP H ♦O R WDpp Fi��4a�'r,,.. LO O -f - ; �L G V INc �� 10r W 90 ,NVNi aA1S N Ri. r"cN .:D IN.k1 r� . �\ CO OIT10N $ Af?CNOR OCATION S N r ''''i,.J/(JN. Lt IJ � INK 1.. ± s?I,m TILT 19TTO A F,IOMEERI. a COI! N A IL .I'- . m. r.- uls+;sea-Jss. r fill-­­ .A, fC• S:1 AK `RTA a. l CW .Z,a-r7s �p SCALE /1' ,J<IR II NAn _ ..,,t,., ,fee; Pv�QT'9 i GR4wPG rx 1O1T SM r" T - , : rUA C+N'TT J , SLAt,,54w'I L 2 '' /" AA C A Ty-rt 12 FLOW. O, i 5 SPtCE'I ,4 W F6 I 6XIMUM A.S.D. DESIGN PRE5%jRE IUM SINGLE PANEL f`i)LENGTH_ RATING (R.a.L) AND CORRESPONDING "L" a;HEDULE ONLY FOR REGULAR STORY # •�`�12/4 1/4, 3/4, 4/5. 5/5 3 6/5 �IW/6, 2W/6, 3W/7 A 4W/7 S INSTAL TION INTO POURED SINGLE PANELQ) LWlFSTQ♦INEDGI dL_LOP OR BOiT(JY CONCRETE_ CONCRETE EA R({ t WOOD (t) F PANFI C - CIFeTOANAFa .ATEAtH END WITH TRACKS r,�- 4' h Al QR _ 1: " X _ _ 8 - 4 ANCHORS ('SEE SCHEDULE ON SHEETS 9, 10 Ai t) -_ I: " _. o V 6 - """_ -"_. -' 0 —. . ---_ _ ,_---­-----------i- TH TRACKS ,� i"I t E1 - t-N A DiBECT i 4UNTED AT EACH ENDtl D. M_.O. 3Q, ®j - : Lr---T - I - - - -1 - -1 - -" - f' 1 - r _ _. I - - - C- _ - _ _ _,,_ _ { I_ - t MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.D DESIGN PRESSURE RATING CONCRETE A WOOD INSTALLATIONS t 700 1 O• 0 -- .-_ _ -110 It. _ ' d TO 9' Ja-c II 8' _ _.- 330 _ 10 ICI' - lO D' 400 10 I' 9-s' SSG 9 -6'.. 8 9' _ 500 IF ]' B 4•_ - ss 0 a' -I, a -O' w0 9 J' 7-7.`.. 65a 8-0' 7-1' 70 0 _ -- 8' 7'-a' __- I0.0 - -- 7 6'-7'-_ B3.0 - _ 7"-0' a S' 9a.0 - 6 9• - 6 a' . _ 950 - 6 9'- 4 0.. .. LX)0 6 3• 5 11' zx 11J -- ... 3 T '100 IISO - 3 6' . _ 1196 ..- 5-3` MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS D DESIGN PRESSURE RATING CONCRETE @ *OOD INSTNUATM,NS t Pr - 20..0 14s• I! 0' 2s.0 12 10 tt'-7' J0.0 -­I;,---a,-FO'-3.- 9'-9` J50 t0 TO W4� _ 9 -d 9 _1' -_- --.30 9 ,. Q .-7. 50.0 B r 6'-2' $5.0 6 3 ]'-B- MO 8 0 a'-" 65.0 - _ 7 R _ r1•-- ]3.0 6 -8- 9O0 -7_? 7 0 8' 3' _ _ _ 7 a ffTJ` _ -8390.0 a I 9 6-I' 9"ISa 9 7 - ICI' t000 b J If }-7' ,05, 110.0 5-,. 119.E -.. - _ _ - s,. _8 MN MUM SEPARATION TO CLASS SCNEDIN_E WND SPEEDS 170 TI.P.n I WIND SPEED > 170 m.p.N MAXIMUM ANEL LENGTHH ('n) ___ UNRESTRAINED 1 RESTRAINED _ !UNRESTRAINED I�RESTRANEO 30 OR LESS I'I ,• 6' 6 ,/a- >37 TO 90 i. I I -E- 7 t/7- ! 7 1/2- - -. >90 W 1.5 a-�-I• - - I 7 I/2 _ 7 5/1• f >74e TO te8 i f" I-7 1/2' MH unu PI I FGTH (In1 FAR A GIVEN MOUNTING CONDITION i , , - ,_ _ . -. 1 l - ,. I W n W gg 9 ,'- 1 I 1 ig ( I, I i y I^W' i - I - IUNBOLTED PANELS I , BOLTED PANELS Wf t 4e-20X/' 5.5. N.S. BOLL W/ �p G gVERLAP '(SEE SECTIONS AS APP ICABLf) _ , (SEE SECTIONS AS Am -"ME)- - - - I . . , . , I _ _ - I I 9 I 0 W n� I 3 D.Y..3.4. O Q t I - - - -- _# I- WN 2 f4 1/4, 3/4, 415, 5/5 $ 6/5 1" MIN TW/6, 2W/6, 3W/7 & AW/7 - ANCHORS (SEE SCHEDULE ON SHEETS 9, iD A11) REGULAR STORM PANEL t) ELEVATION 2,6B7' N.T.S. ,/4' NLn GAF' pl (MIN. OVERLAP -1 WHOLE VALUFY) ' •D. 1. STOO 1 'F' rA'0 ' -L r/�T^rRDAEDUcwT TOP DIRECT MOUNT j n' HERDER ' NEADEF I ANGif TRACK ''I I„LtlP.uRE$ BOTTOM I W/3FDE R _ • DIRECT AIQIJNT 48 i 32 3?' 1 35' S5' Sa' SO' ' ,5'Xt 5' STUD ANOLIE 35 i 31 {--_2 � 32• _ T I 32' _ IY ( -:_-_ SQ' I 38' .., I-. ..___. L- .�__.T_ , - 3 1� TRACK 55' 1 50' i 32, 32 32` 32" i 42" ' MCI 67' 60' 6O' S6' eD` 56' fXR iFKx ANGLE (11 I SOC QOSURfS N' --- ._ 1 'W/ 'OUf TRALN SD' 32. 32. W. I so- -- --.... M. W. 1/4• 1Z -r }- - / -- MAX A` 'j ` SECTION A —AA (j ) AT S. MOTES: (1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GWEN POSITIVE ASD. DESIGN LONG L-- MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASD DESIGN LOAD (2I PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GNEN A POSITIVE AS,GAE . DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHFDL OMEN A NEGATIVE AS.D Of -N LOAD, DETERMINE MAXIMUM PANEL LENGTH % FROM SCHEDULE FINAL4AWNUM ALLOWABLE PANEL LENGTH IS EOIIAI. To THE MINIMUM OFTEPRUNED PANEL. ll'NGTH BETWEEN i+' MD 'L-'. (3) SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSITY OUAUFICATIXN I MSTALLATONS INTO W000 ARE LAMM TO 1 95 PAT MAX. ASO. DESIGN PRESSURE RADNG " ASM, 'S 4 10 A, I t FOR NO AS.D. DESIGN LOADS A WAX. PANEL LENGTHS FOR .•�r V r ✓ � F *: D, 4 4167 _ •JPHi A1EC0. Nc. -. TATE OF t:_y' MLIE C C LNG. � I ,c)'-. OHill •'t(�'r�Y','�;P/F9e1-2v iof it Mo r �E sMwCow , s"'Z, rJ,rJ `, .V ' - TAB l At_, ' JP. N,W! l A -/GAt WALRA A�M,t 19 PC FLORIDA L +NSA 24 GAGE GALVANIZED STEEL STORM PANEL `''' OlAwN P ORAL PROTECTION PRODUCTS, LLC, 07f2T/Sm4 w` SIR 5 gMGA ST 3 ICI E.W PR,x FL FAA ( (!LONE- (96NJIN-:Y44 f4X. (944�0-61I7 20-175 P41 S pF 14 `- INSTALLATION_ DETAILS FOR REGULAR PANEL ' 1) -- - - INTO WOOD $�UCTURES i , . } .. t M. I-- ---I--- - , I 1 I 1 j SEPARATION i I:-._.._-_-�_i.. WOOD ANCH00.5 1--__--� 1 TO GLASS. {` 1 (STET SCNCHI ON I-- (5£E SCHEDULE 1, ( 1/a••-2m t' I ! •7A i-2t4,' 1 Ij I u. ePLTs w SHEET 11 1 s 5 ,eAn soLn 1 ON SWEET 3) I'� - T_ _. ____ P' I UTCRJ UEP r-ary _ ttt{I r (SEESCHEDULESCHEDULE L CENCI �• WOOD HEADER .L I2� WOOD ANCHORS i 1 I GLASS " III • 1A .,.., - REQUIRED � 1/4 (SEE SCHEDULE ON 1 I. - i I I _-Y I ON SHEET t�FOR! J SHEET 11 01 1 E MAX. ) - f-! -1 1 SDI SPACER I z/7 Di -`ii( f r i 1 I. or v 'II L�_ III1 �GiR ; NIX 1 I WOOD HEADER _-I --_ T EC i w _ I ' I I Ain I AEOV#RED i Ant N - II I ; i I`.. I & _i-_--- f ;.:\ E01 Jf _ / IRL•�� i' MAX LONG ALUMINUM SPACERS O 12 , 1 I -V 1 -- , CC (SEE TALE fi ON SHEET It.) I T I Mrn. # I_ , i SEE NOTE "BELOW FOR LIMITATIONS FOR i '•-'-y / Y OLEO / SEPARATION I 'L" MAX 1 I MAX 1 1/2` LONG SLEEVES. TO 1 I 1 ,-- GLASS t PINE tfNCTH I 11, PANEL LENGTH i (SEE SCNETYJLE - I I (SEEI 1 (SEE SCHEDULE 1 I 1 1 ON SHEET 3) I 1 (-PANEL HNAty FEMALE ID OR PANEL MATE y ('/N�� • ON SFJEET 3) ( SHEET 3)F I I 1 PLUS (SEE SCHEDULED ON SHEET t,l 1 ( 1 1 E I 5.5 6h 5 W I i I M G oA74NSC� 1 MITI ! I 1 �.. (tOi Fca wan 1 SEPARATION t I EXISTING I II/2atl, Oh. r-rT} EXISTING 1 iO G1A55. ) 1 ; 1'A4' WOOD 11'I R PLATE REOUIREU GLASS I CUSS ,- SEE SCHEDULE _I I T' ,'1 .,_ I 2 :: I I I ON SHEET 3) 1 1 DIRECT MOUNT W/ SPACER 6K e ALTERI�T,IVE 2W' - I I' 7 I- I 1 _# i i N I t I- .) -, , I. ' I I e 'Iu SCALE 318z,- 1(_ I p I � 50s r - --U 1 4 tl 1- I/1' O.C. SEE ;ABLE (I ON SHEET 11 FOR MAX. PANEL LENGTHS A f 1 I OF 't' rI I ,. I ' MAX. AS.O DESIGN LOADS FOR THIS INSTALLATION. ip 1 1 I I 'Y ' MAX I L" t ( `- L_... 3/4` I ICI 17 ,/<"' CC "L L.. 'I E I N ,� I I , Y - .-.- " _..._. -_ (: L ,_I I i I I WOOD ANCHORS * * f - ( -AI I I i i., STAGGERED W/ STU EO 1 _1..�__,_L-_ -- i (SEE SCHEDULE ON SA CG w wY BE t t/7• CONG R -. ._ _._-.-. -._ .__._.___._ ;' I J/��} 1 i : SHEET I i} (1) ACTIVATION FS UNITED TO A OFB SON SALDARS AFFN 15-0- AUX WA HOOF FIDR ETH A i 2'XA' WOOD 'I. *B�: BOOT NOON( A DID ON ITmY ANY _ A„/ I ft ON 903T 11 . I ING y A D PUaiT_ REQUIRED i ANCHORS I ' BULGING WD SHE ) i (( WOOD I• NON, UP�� TO GLASS INWIATED I 2'X4` *001) ' .. STAGGERED W/ STU ' DIET yT 3 MAY BE REDUCED To I/4• AS i .. - f PLATE RFOUIRED (2) ANCHORS OOWR TI40.T COMPONENT 9A (PANEL MATE FEMALE to OR I (SEE SCHEDULE ONO,._ COIN A4 TfiC FOLDWNC CONDITIONS ARE - ' PAIEL MAR PLUS) SIAII BE SJMCED MAA111N AT a Ile O.C. SHEET I I1 COMPLIEDWT, (THIS 6 A IESONCTM FROM 12 ,/ ' O.O 9PFC/JG -GREG ON I I I, (1) PRESSURE E,EET 4j , .I RATING a NW�lb1GN eS P.A.I. (3) WA 24 GAOL PAWL LENGTH 5 LMOEG TO 65' AT ANY DIEING - a A SHEET "I FROM lAR@R PAWiL tENCTM N11WFD ON SCHEDULE, Y NTTING DI CT MOUNT T ,1) _ (2) MAIM" STOW, PANEL LENGTH AlTlJ»VeYLY 72. %� WALL MOUNTING (]) STORM PA,a, RBTALLA1aJ 6 OMY lU•IERNATIVE 2W (•) 1 t/2• LONG SPACER CGIaONENI IBAIB 0041 WE AS YNNrATED ON SCALE 3/B•1' 16txtAtgw Dr I i/Z• Laws aPAOm 9A I!5 pAY VALIDSHEEO2. ALTERNATIVE 1 W AUTO AN EGSRNG FOOD FRAME WNL }MID FOR WIND ZONES 1, 2 AND 3 A6 OEFEARFD . AWM SCALE 3/8-1- (a) WS,AIUIXN WILD ORLY FOR FIND E-,A4 STADOARG AND THE 202P (tI, [PItIOM) R TIRE FLORIDA SA1D•IG CODE , ZONES L 2 AI ] PER ASM E ,89E-06NIMINN A 7/A( "'.� _ _-____ __...-._-�. -- -- ---- - DER _ _ - - - _ �t •.... I BDgS ��3�.:'��GENse':rgs, FLORIDA BUILDING CODE (Non High VelocityHurricane Zaps NOTE FOR COA191N&uhLQF 5zC1D 'I.$' / INSTALLATION ARE ONLY VALID FCR MA(, A S 0 i- i o, 44167 camp rltn&.. We 24 GAGE GALVANIZED STEEL STORY PANEL FJ. "T - DESIGN c - Y NPR R' RATING ( 0._.J PRESSURE RA NC s AND PANEL LENGTHS DRAIN - _ *' _ TOP &BORON MO(1NlINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - ' * c 1 A a]/2]/mm i COMBINED IN ANY WAY TC, SUIT ANY ALTERNATE 2W') �: STATEOc*^- ' GLOBAL PROTECTION PRODUCTS. LIX. �_,-1 'L� y m., PATE; I. A' TI Av - - MIST ,,LA UN O r i �i ,P •. IORIQI�.' + / TILLIT T4arwo A LTN � X4 COMPANY .eaD Ew 5, SREIT ',y -e o".1, FL ,,", 2 FOR NEW WOOD FRAM CONSTRUCTION: WDIJJ t.P'ir, Nam SJAopa �v,w �,`�' "'- Ow I-,m9 r a4'1 n,_, P,mn6. NPn.}mB TeN6. nu: t96+Xeb-e>6r 20-175 MEMBERS TO BE SOUTHERN PINE NO 2, W/ $PECIFlC 'Eri `s/(Lr; I iNI. DENSITY OF 0.55 OR EOt 44l 1FRjuRNIBY 1sFRUA AF1oA,E °`'0°9b"I """" WART A D L., Pt- AVXa ART RDkW Lk 415 T YETI a tY ,e (_ 4 - — - - ---------------_ _ --- - --- - — --- - -- MEBAt NaM Awn PDR � "s s•Br1Y ! *-T weNG A1,n., Aw - ---�-t :Ci ICI 7....f �i >, G.�._MIh - TT:i-WS,.L_NCH S, AS NUFACS. I STORM PANEL SHOWN ON THIS PRODUCT EMAUATICM CA'J,^UtdENi (Pf G.) DIMS EIEEN VERiFIEp FUq r'GMF'UANCE IN ACGLTRDANCE _ t/a � TAPCQN ANCHORS, A5 MAEIY 'T.W BUILv£X, INC IFTH THE 2020 17n, ED`TIONj Of THE FLORIDA @UILDW. CODE HIS STORM PANEL SPAR NOT BE INStALLED .4T HIGH - I'.4 SIG PANLMATE FEMALE tC AND PANELMATE iT,US ANLNORS, 0.c MANUFACTU0.[D E' 'c LCq ("DNS'IRiICTItIH PRODU.-- is VELOCITY HURRICANE ZONES (MUNIT-OADE / BROY(ARD COUIMLS) - 1,/4'! LAG SCREWS PER NUS. WIND LOAC,S SHALL BE DETERMINED AS PER SECTION 1600 Of THE ABOVE MENTIONED CODE FL}, A IiAJG WAND - 7; IG'• A 5/8' WOOD BUSH O. AS D;S1'R;9UTEO B' ALL PONT S(AI BO-T A SPECM,TT ro, SPEED AS REWIRED BY THE JUR16VICMMN WHERE STORM PANEL Wilt BE INSTALLEn, AND FOR A CIRECIIONAL-'TY FACTOR f r 'r' TH E �I INDICATED 1 Y 7 6 AND % M ' M ' ') � '.!: P- R 7"ITN' N A N KO=0.85 USING ASCII, C SHALL NO _EL C M4XIMU As.l DESK Rf-'ter^. E RATINGS E SHEETS i OF r G E C C D O ETS 1 M 'ILA THREADED N �Ni w A R< +. 1' FOR P W ( ) C INnda EADEL' PE tTRAnD, C WOOD PCON ANCHORS SHALL BC .1 MO FLCL A ELM47E PI US 1 H i I7 1 A ! t 3. 9 RV 2 @ e PAMF ; AND .1.MAL_ FEMALE L I - - IN ORr R TO RIB,' TILE 4@ E}YN ,?I N UCnNAI WIND OARS 4 R T-1 ' R FWST h - VF OVE C tY U E DESIGN U L CETffiM# ED PER A>CE 6 SFUL E 4 - p T COMPARE f SCREW. r ' iG A.S N PRESSURE S'R R LING @Y MULTIPLYING Y! THEM IN L. M. AR THESE / MAXFAAx 'A. 1' LRNMJM ED PENETRATION Ci SAG S_ EYIr INTO H FRAME 'NET t 1 /" NO THREADED . COCKCJ D JESiG RES.L. L A M L L NG f G•' 0 6 ORDER O Ct E ESE W. S C I CPD 0 f F U SHALL 8E 1 ' 1 IN F' N STUCCO - N a - � D N iH ] 1 t EIFATION INTO J.CU 41 Al @E CONSIDERED A$ ART 'A THE I 111 , �N"^ Ti N OF T _ PRESSURE RATIOS ON SHEETS 3 9 RU 12 , @. SIDE ED P 1. E EOt vRE[ RFA^cf PE a RA t I IN ORDER TO vERItY THAT AWCHIOR$ ON THIS p,EO ti TESTED WERE 40T OVER STRESSCC, A J.SF INCREASE IN AI gWABLE C ANCHORS E I _ ST E i-R I I M I 'l N TH F FASTENERS •n R I ! WN'MU4 UGC DISTANCE (] UG __ ENS INTO 0 9H .L ATr TN t STRESS FOR WIND LOADS WAS IJSEN. I ET ANAI.Y515. AS EVER$ SPACING WOOD FA$ BEEN (iF'F -M NcO IN C. E E U WtJ(1 Al BE U •HOC _D S DRAWING DUZ ACC ACCORDANCE WITH N.D. q, ua E s MIS - C.4' MINIMUM P nl?TI OF qJ HIND. SttAa' t �4' - f+ - - °'.t--M + , f MIN M STORM ➢NNEL'S AUCWACY OR 'M➢ACT AND NtND RESISTANCE HAS BEEN t/ERIfIEO IN ACCORDANCE WITH SECTION DEAD. t.1 OF 1 ENETRA WCN]D _ S .. B£ 5/b• , • 2 SCREWS USED 1 BE /.' YOWL IMV THE ABCnIT MENDOALED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS fO914 W-01 AND #Y0219.02-09, AS SHOULD SrUr'CO EXIST, ANC 1' MINIMUM FOR WALL WITH NO STUCCO ➢EF SSTO `2-99 @ pSTM C 330-02 STANDARDS, AND NAERIEAN TESTING LA9 SOUTH FLORIDA Rf POET? ft `23 U+-tD AS PFR 'r r - r ,CU ,r C 5 IN CASE HAI PRECAST STONE OR PR Q Wr,c PANEL^ ST M ON iH xi"INr HAS 2O• AND PRGit3rnL5. AWL' A. PER GICULATK)H5 PER+"CRNEU IN atY'pR()ANIC W/ :{rifON 16D4 OF 1FrE ) E C NC OR WOOD BOARDS BE .l C E E _ CrI WALL, T LCTU lI+tR10A RUT'OPJO CDDF AH RAGE SS SHALL BE LONG ENOUGH i1 REACH THE 4ANaSTR1JCTVRE BEHIND SUCH PANClS ' COL3 SHALL, A Nt1 NF 1 IN 1 t 4 ANCHORAGE _ L BE 5 4E. O ( C . 2) A L `-, `, i ] AL_ ALUMINUM EXTRUSIONS 10 RE 6CI63-16 N.L01 AHD• ITUPCR RINLISS CTWERWSF NOTED) SEE SHEET 'D` AY HORS �} INSTALLED r]l UWTN[. ALL Of FH q O4MENfiARIXYS AND P 'IF <' iK]N' � IN AN!' ORi MAN>_FA^UR F l I C .Alt @E z7J L F fE _ $ {� i A a E 5 A._ ALJYNtM WEFT FACIAL USED, AT CLUS, RFS 5HA." HAVE si 5-H,a ALLOY r• r I MAY ' S" HriRIT N v Ff � N, rN T �. TI FH. N fiI !: THR'} cHF ITS 4 5 ANEL_ N ALSO BE.:N_ µDEC O AEI. x_GWI C 15 A_U (tN DETAILS ., OW ON SE. U I t CH G ( _- _ •@ I Jr THR I A FX THAT ,1 f T " - DUGS _ CEF' G,)ERS• SHALE, N0 BE USED I -i M P I A TTY T iM A MINI 4 :.� 6C f RANI © l� ALL ECt. $HfF F AL PANELS SNµ.t HAVE 1-iRIA.TURAt. CU l STEEL. AS E 3 GRACE BU MU .A. . v ' 61'NAIFN - /FY AFT P ROLLED) S E )E G W 9 2 XX F. ( i I 'TY ' F THE T FY T ^'R `T ' SHUTTER I^ f: 9 SHAH BC IJ#f PESPONSIB + U H! CONTRACTOR TO V R/ H SOUNDNESS I f THE .. U UP WHERE MVR 7 L L E ND > L E HE E f BE I 5 A STREWS TO RE S70,NLE•5 TEEI 04 OR 3,E AS SERIES OR CORROSION RESISTANT COATED CARBON TELL M PER I"', ATTACHED ICINSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO C,Nt':PETE BLOCK OR WOOD FRAME @I.I,-DINGS G ) YI II, 6tR TH TP a . TENSILE NTH i W r W' r,f1PF IO IJ - 11 N 5'G 6 NiN' S0 f E- EN. A � 9 • E SIB >TRE G AND _FILL COIN @ 1 .NC )LC A A) r I 41 2 t 134 I EACH REGULAR,!'`STORM PANE: WIDt LENGTHS OVER E•LR jEL:DJNS 4 5, 6 MO ALTERNATIVES 1W, JW A Iw t).1 $HET TS 4 § 5 @ 1 R£SPECTIVEL'F: SHALL HAVE a LEGIBLE AID READILY NSA@LE MARKING INSTRUCTING OWNER OR iENANt TO LE L S L E eOL•S .TO BE ARM A 507 Gµ VAN12EG SikF':._ OR AISI SC, SERIES $-MOLESTS Sl%EE WITH 36 4g dNM„M 'Y:_..E' $TRENCTn SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING ARICHORS TD WALL SHALL BE AS FOLLOW$ " THE WS7AI; ATKIH CONTRACTOR ,S f0 SEA-/'AUt,. AIL $HVIILR CU4R-`-1Nt N1 EDCF.S W#-Ifs, REMAIN IN CONTr y,L15 :UNIAI.1 WnH II CH_ BUILDING LDING TO PREVENT II RkiR Y, INTRUSION N1 r E.f T' it_PQURC2_ar iKiiEL /4' F 11 - n. -}I'n ) �i ILLATION PY i F T' 1- H A Y 1 ! T N H MAhU R @Y , W MI.I D X NI" Ni 9. 2 _ 9R1L! P4kEL M 'ALtA GN SKALD I:UM WC S E S INIXCA h THIS I1W1W"N^ FI J$ AVY �I U#h. AND 'UN NC H.OV 1+9, S APC ANCHORS es Ac . Ep 1 ,. c ( ..,) s L TD _ e, L _ u a PR I i"Hr ,I' IRIS CTI FN R" C RM+i WI IF i t • ]ViDED 6 _ . -O C WHERE E I- _C L. t 'A' !CAL.-�iN AN -HORS MM461FAC.ILR D t IN[. C / P' C A5 E PT D:WAL f I /4'• H R A5 Y'"iR Y LOW. SCREW -^ (' lY S a SCLTCrSEt ANC. O 5, U> iRUTEC A N Q _{REW' B(il 8 v-E.lat CO / n (M.,, J't-JL]!DG p.s.,.) .. , i 1Hi.' oR(ODUCt EVALUAnOt. DOa:UMEM1'- (F.E O 1 P'REFAREG BY H15 ENGINEER IS CENCRTC ANC GOES NY" PR+]4171E Ihr15RMATRY+ - I t 1 R n iFl WH RE '1!E StFR tM. THE R. 0 PROJECT. CONDITIONS f,N_to PANLLWTE FEMALE RI @ PANEL -MAID PLUS ANCHORS. AS MANufACTUREU 6> ELCO cUNS'Ru� Ku+ PRODUCT; 0 iTE SPECIFIC P1EL e F TE DEVIATE C _ E I . I/4'• ZAMAC "LIN ANCHORS AS VIRRuFACTUR BY DEW I 'NC _. EG �_ u TO RE '➢ INSTALLATION ( t: CONTRACTOR D Rt q£a 5.' FOR THE Cil I: FUR' f. AN INcI I N M lr-� ^F THIS PR ' rt (7N RUF STELE 0 .HAS 0 _ XJ.lA. _ L 0 _ U SAFET'J .. S Wu. 'T - BASED ON THIS P F O PROVIDED HE/5HE DOES NOT DEIIAIE FROM THE CCNOF• ON,; UETAI-EL ON I tl`_ TYJLUMf NI A I t F C I P Ir-^ i' 1?/a• P UMNUN E4 AMEN' O fAU*('ON Aµ:H(1R_ N U W t. tCNCRET_ SHALL BF .. 3 eE . 2" FOP 10:0 ANELMATE ANC � 4T ^: I THE CONTRACTORSR Y I'. r CONSTRUCTIONsa:FET aT[ $ E ESPUNS LH 9 ,/A' IE,R ]gNAC HALM AYCiiR�F$ (c) TNS PRODUCT FVALJAnON Dry:UMik' WILL BE rONS!OERED INYALIO IF MOD'.FIEL i INTO A'I CALK -1N 0 - R :n PHA � 7 8• INTO THE POURED CONCRETE DO ! rtM N NT- c A 5 L1DSt ANCHORS � Lt BE FMBECOF. /. NE ..MELEE. E ' S , A I i t MINIMUM SHOULD T C'. _ STUCCO _DOLE. RE PERMI C ! (1 SCREWS US SHALE' EK 2 LOFW MN 14 S I,J UC. £X1RT TOE CD / lP S 0i CW F'P 8 RARE Y A I' R R •. k ^# HR :'• HH"•I Ne ")Mr 't (- SEE F' J 5 U B ,U a BTE NV WEER OR AR... E� W � U @E... , WE r r_5 n 1 MCI ,' MINIMUM FOR WALLS WT#H Y" �P C' , AN SCREWS OR .HET r0 ' . WS W C All. J l{. O NAr @E HEADED SORE ALL TAD. :NETT .. / TAG. ENGINEER OR' ANC WHO WILL BE RESPONSIBLE FOR THE ERR Of (f. FOk ME R L S PROPER ; THE TILE P E O lNCANEFR +ai RECORD, ACTIN AS A DE I. GATED £NG NE ER TO THE B.rt WIT), WINE, NUTS +ROPER USE 0 FCOR IN E a.D Eh..INEEA $HA.•. SUBMIT TC 'MS LAifER THE yTE SPEGIFK ORAWMGS MR REV1fW A 5) IN CASE THAT PRE.:AST STONE. PRECA51 CONCRETE PANELS. PAVERS. STUCCO CR WOOD BL+ARDS BE MIND ON THE - EXISTING WALL GR FLOOR, ANE'JIORS SHALI Pit LOW,, FW,,N)rH TU REACH THE MAN STRUCTURE BC11MD SUCH PANELS L,-' THISP.LJ $HULL BEAN THE LATE AND :Kx.INAI. SEAL AND ,nNATUR! ,IF THE PROF'; SKWAL IANCHORAGE SKALD BE AS VENTIUNECIN AT) ARE IN Al) ENGINEER (iF RECORD THAT PREPARED IT IF) Q_CALSTiti WtN;BiTr. 3LQCK-A4_LI,Fli M_Q:_YD 14 SHLITTEA MAN.IIEACTVRER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM . E 1/4. 9 -APCON ANCHORS AS WNUFM'TUREI? BY I I W BUIt IA-K. INC. PANEL SHARER IN ACCORDANCE WITH SECTION 170992 OF FLORIDA SU(LDNC: CIOGE ONE LABEL - t/"l' • . T/@' CALK-" ANCHORS. A? MAJUEACTUREC By OEWALI. WC MOIL BE LA CC,- FOR EMERY OPENItJG LABEI.NI 17 rCMPC" WITH SECTION ITr1457 Or HF ELOP.IOA BVILCTNG OWE. - I/4"! X 3,]4' SOLIO SET ANCHOR. A. DKTRt9 TELL gV ALL POINT SCR£N, @OTT @ SPECIALTY i3O j14- ID PANE_AIAIL FEMALE D MO PANELMA•E PLUS ANCIIORS.. AS MANUFACTI.IRED R'r ELCC CONSTRUCTION PRQ,� MIPJ%� - t/a' • ZAMAC NALIN ANCHORS, AS MANUFACI'URLLT BY DEWALI. INC T14 ,r`"`ZERA. - r!1. @'? MWINUM ENBF,DMENI OF TAPCON ANCHORS. ELCO PANCLMATES INC ZAMAC RAUH Mc HCR. ,HTQ THE '10 T'I'� FENS ,., FLORIDA BUILDING CODE Non High Vetoell Hurricane Zons $LOCK UNIT SIVILL @E 1 1/4' '%• ( ) IDYL, 1. ':ALN-IN ]:6' rHE 67 `]ws° n."n, w` 24 GAGE GALVANIZED STEEL STORM PANEL e 2) @ SCUD SET ANCHORS $'uLL :IE E4eE UDEa uNTG GOY;-RETT BLOCK UNI• No E�.0: zN1•fi .44 t1F Y �---- !' SIUC(;0 SHALL BE FERM:TTLD. Oft' 1 2D SCREWS USED SHALL BE •/. LOkG MINIMUM SHOULD E:zYST. * -�O C� i-- TI/N,FM �y .. l.- k 1 4 F -T - AND " M1 IN, x wAtls Wrn: YD , L,ccD "q: STATE F ��, � C. (} ` GLOBAL PROTECTION PROTECTOOV PRODUCTS. LLD. •i '•, ENc „n. q.�� U5) V, ,'ASE THAT PRECAST STONE. (]R PRECAST CONCRETE PANELS, SLUCCCI OR WOOD BOARD' Eli EG7UNF'' E'r(ORt- 2i-�- TLUT �gTwAo A ELNPWjFI co4116ii +� erl•3TIWTn ',S+'' '�,\, " 20-175 EXISTING WALL, ANCHORS $HALL BE LONG ENOUGH TO REACH THE MAIN SMUY IIJRE BEHIND SUCH PA*1L 1 +,q4F ,s3aWYi 5+0. ry (pyataep-lJ9i I: I..,, I yfj a� ;s„ ANCHORAGE SHALL BE A$ MENTIONED IN @') AND IH @.2} h9A 5'/� �tt t2 AFHAW" 4a ------ a m6aT,fg r uE. fTAtJstc IML/earl. r 7AIN� fAl 4NAA w;m A raLp 4... AF wAx+ Na,m -- R+13T , OF 1e _-___-_.----- _.. __.__ ­ INSTALLATION DETAILS FOR REGULAR PANEL (fl iNTO CONCRETEPOUREDOR CONCRETE BLOCK STRUCTURES POURED CONCRETE EXISTING POURED CONCRETE j 9�^15TING -.VVJ CONCRETE BLOCK 00 CONCRETE BLOCK I .E,­­", 1.� REQUIRED .1. CONCRETE ANCHOR$ CONCRETE ANCHORS , (SEE SCJffDULE ON -11 :, SHEETS 9 THROUGH 1G c..; - (2 -i (SEE SCHEDULE ON #�. _ SHEETS B THROUGH t0) :s5 i 2 I EV'�NN POURED CONCRETE OR j{III - .'w. I CONCRETE BLOCK /� + ( -i2Y I If4. I . 1/2' L I I J4• REQUIRED ',3} 4'A-EYt- S�Im, ,I.,p eRTs r` MA%, - _ 'I MAX. - - CONCRETE ANCHORS ; N (1 (SEE SCHEDULE ON _ I 1 I U ED I I SHEETS 9 THROUGH TO T'J ) I i �f'm I v _ -Eai I I I - 1 tt: l 1 - tIi E O I I '. _ 1 r +I� , , I I. I 1 B I - C. f I I f f 1. n. if, I1 ,/4'Y-20 #' 1 r-a35tGIATS VV'0 k _1 ,/a.r_�,. FIRA T I __ F iPSiA 0.,s w, E 0 I 1 1 SEPARATION _ i0 GLASS. I IF POET WHO. If STRIATION A TO GLASS i I ww A WNQ ram} Y I 1 f EXISIiNG 1� (SEE SCtIED1H.F.I LAraH NRR T"n 'l• WOK J,-�- fSE-F SCHEDULE Y tE>fln+O,eJ I I I G= I C S!NCFT 3 I ' PANE}. IE.NOTH I ON SHEET 3) I I I I I 4 I I (SEE SCHEDU:E 11 I I ^L NhA tMln- SEPARATION I I `L' M­ T I ON $NEE'. }) 1. R Y I 9 f PM ET LENGTH T TO CLASS 1 MET -1(SEE SCHEDULE I 1 PANE( :ERGW I CONCRETE ANCHORS 1 o (SEE SCHEDULE ON I l � I � I , n T 11 i i SEE SCHEDULE 1 I I ON SHiET 3 ON SHEET }) A _ )..L 1i (SEE SCHEDULE 1 3 ON SHEET 3) SHEETS 9 THROUGH I(1;} I I ,,' I, 11 I F, I I SOA I OF E' EXISTING I IL (1 / GLASS 11 I r EX15T1MG 1 1 y . f I MAX. I x' I k'. SOk I 1 CLASS 1 1 1 { ! E`D } .S Jtla -,t MAX`L' I f' 1 1 I I ! yam.'"I j I OU I ,/ I ac. I jI . I ( i E I E, I, I 1 E D. 1 ( I '2 I E D 1 I I I -_�_. I j I r " ''ONCRREETFPO RED j i FO i/2` oC i i q(AC. gpPIJCABLE) 1 .11.1 .. "4'." - Rtvt� R CONCRCTF @LOONY I I E- CONCRETE ANCHORS I I I -!� f1)... iM III TEIF sGr�s oA REQUIRED, N - I A - J SEE SCHEDULE I Y , aD .�1_ !4•-R@t' S5k.5. W/ Nln f. _. __.1 I - ON I ( _II• ALTERNATE Mln. - " " '/,- o.[ I: SFKFTS 9 THROUGH 10) 'i.' W/ 0 ONLY WHEN SOLID ,c LEG LOCATION ( 1 4'. SET A CALK-lN ANCHORS ARE USED A W/ Q� WHEN EXISTING POURED CONCRETE ALTERNATE CONCRETE - COG POURED CONCRETE ERE AHCtrORS PMELMATES ANCHOIS OR CONCRETE BLOCK ARE USED REQUIRED. ANCHORS OR OR CONCRETE BLOCK REWIRE(i B REQUIRED STAOGEREQ W/ STUD STAGGERED (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD -OE SEIQN I SCALE 3/8.1' 1I SCALE 3/8.t- WALL MOUNTING /DIRECT SECTION 3 SCALE 3/8-1, MOUNT I f'I"00VINNI'll �VI A:.TI l'�9 _.�� SGENS' s FLORIDA BUILDING CODE (Non High VelocityNurricana Zone E D. w EDGE DISTANCE A_IO,Ta_.f.Q(f_-GQ1dB3LAT10N OF SECT10t�, 5' a - - - D.4d1fi7 = * * * : -c-•. STATE OF Q IOU. Z -.. Ns2m TA,Em WC. F.N. 4 Y P 2 CAGE GALVANIZED STEEL STORY ANTI DNN4,. / Ofn/m2p 1 L E C O INc ` GLOBAL PROTECTION PRODUCTS, LLC. LATE {SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE n'•. 't ' P - - %(,�: �OR10 nwr Ti3inND A ttlJplN[ PAxI a6m S.M. St 5rRELT SHEETS 9 EF 10) COMBINED IN ANY WAY TO SUIT ANY �� /� '. \ /YY/'i(}Z,t} ".A4 -NG ' N M- R. o--IYeLALn Ntr No.,, IlN,Pt-m1A f -. •H_IAJI RN1rNy ,LARD. JL =I. 20-175 -]5N8. ,M •EA -6T•J �° ( >6°9 INSTALLATION X. ."t/-�`,}f „�. ,��, ~U-000I f - DAMMED No � �gFMA "-IHN0IvF•- TMRE"m7, W,y," A -,, PC 4' /J). !NISI • BF ,6 --._ * it i. . ..11,.. • •lo d'AB' (Min.) EXISTING WOOD - KAM REWIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TD BE CERTIFIED BY 49 -__ EC -: REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION, WOOD ANCHORS ALTERNATE WOOD ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON - S14EEI II} SHEET 11) afPs.. f 1/4a 1 _ _ - I MAX- W001) HEADER _ 1 I I REQUIRED ^LSS2 1 L8I GLASS -'1 IEXI I 7." ANCHORS1 (SEE SCHEDULE ONIMn _SHEEf ! i .) SHEE ,I)ESEPARATION d5CAN5E ( 1 0(ULf 1 ON SHEET 3) I t ,/41N-"" N G j i° i OADIA" Off FDA Rain. I .N.P, 04R rd) . . 1 1 1 I I t L M" PANEL LENGTH (SEE SCHEDULE ! J A. .- _.. J ON SHEET 3) ( 1 I i F 1 1 ) 1 1 I +' 1 ) I SOIL I I (I MAX UP E 1 "4 99 11 1 i I I CI '2 t/2_ a C NO FINISH, ALLOWED I I I � 1I , - 2•X6' WOOD DECK REQUIRED WOOD ANCHORS (SEE SCHEDULE ON _ 3/- SHEET 11) - --- 2' Wn - CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/5- I' NS!`TE,-; „F(2MH1('IATION OF SEC TIC16: �� I . INSTALUT1ON ARE ONLY VALID FOR MAX. ASI) P TIN 0 dL BOTTOM MOUNTINGS CAN BE DESIGN PRESSUREURE RATING( Ps.f) ANPA NEL LENGTHS S IN- IN A WAY TO SUIT ANY COMBINED 'J'/ 51 PER SCE! QUL.ES ON SHEET A5 E E E 3 INSTALLATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Ea ED �• '+HOOD PLATE EOUIRED ALTERNATE LEG LOCATION I Min, SEPARATION TO GLASS. _-+ SCHEDULE ON SHEET 3) 1 EwsT#+G JJLASS I BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3/8-,- I StiLGENs��v NO.44167 S * - * 2 O'. STATE OF 4i d ' D - A• N10 !TV M1 "ANAL E y 'y� c .z, JRNRII ;' l PF %A'�Ai4R2/DATE 40 - 1• Min. - t YI• NO, WNSYEII rEAC -EO-'-ED- 'iw WARY TEA ECRW OF /4•-2Qe,• fs s I/ - e 12 I/I- D.P II . I II I I t; a -tol" s eesas I F W e 6 I/'- oC 1 E(} J I ( I N 1 I I 1 j I ,IS`II; R- -L' MAX I I ISRSG�o+UTAP PANFI LENCIII e T fANZ FT" rxm (SEE SCHEDULE 1 I Cl odR re') CM 5HE£- 3) I _I I -€ I I i j D AL. ` I I - d WX � I -Xim FILIPPO. ANC 11L ET COEN. &xH " o.c 24 GAGE GALVANIZED STEEL STORM PANEL .OBAL PROTECTION PRODUCTS. LL GAME— AME— n- .'WIN t..)66I-]SNS, /M 4.)Wi-6T91 11. — IN, mA /ma6 GGE 20-175 DAARNG Ne, -&-^ ^,• ^W W C'-^ � O ^_a)' ^W W � O O = .& CB U -0 a)� a- N U O 'L '^^ C N CC I'^ C O O t•-• CU 0 V/ -o Cn O n, W L .0 ._ V) Q - o � A X Y -O 16 N = CS In -o toOF d CL � N 3 d d 17- t ;� . 7 d O J31 J CO 3 c .= =1 a2 O � - u H.r c CZ _ cc a Jzz 4 O u .! mi (--a ((1) ) W = Cu 0 L CL U 0 CL VJ Cu J.1 2 Q Z Z Q J IZ L SHEET NO. SH 13 I L - - - I - — -111 I I I , ° RI f iLl IInlIu!,e_R" IEIa RRwUR.1" , III1mullItl " 111, ITL_ JL _" I _ _ I I I _ I I 1 -- I I '1.= - - - - ---]---- 'I' 'M 1 RVR17 1 III - I 1 LLB 11 - END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL At SYSTEMS ,I I ,,, I I- `� 1 3 it. ® OR coNrnETE •A t'/ CONC GI IN 7' J' ..W]• 3105 „-14 OR VARIES I - I , Wolo FRAME a, B06]-T6 ALUM COW ALUM. ® & V REQUIRED $ uoI'I t. ANGLE Y/)TH /. , S/A , 1 1 _ 2 I/2' A.CON a 12. OCA POURED CONCRETE. CONCRETE 1'.1.' WTI. .�7, 4'.. , 3 ,' tAPCON Ai • 1 / i'OIIAED 001E E 1 I ♦ E aP OR 2 roop FRAME & z I 2' 1. AN " O E. REOtxRSD CONCRETE BLOOK OF � e 12 '�, � .' I Min.- I 7-.4- WOOD FPAME I ,2. OR ,�-� NAI -1 Rtou.Eo .. i• IIf ite t T - '. ANCHOR IN."NATE LTC LOCAFFNA ro :v 4m 7" . 7' ..MISS s 7 oc E 7- 5- - VARIES �3. OSS' COHi . . F 1 t--` s MP. y7c L as uw ANru aR E -- , 060' Jt DS -H,SA 91FLi -DUNE O LONCACE. CONC FTF H e - ,LrTK ALUM BENT PLAT - B-a OR 1 w000 FRAME 1 I_ Y, i K +75' _ 1 NDJ RCD ,OS-Hta 3 1 ��\• 'f: I z r 60a3-fe ALm _- 2' Liz ' COAT. ALUM, ANGEL I M \ / MOK. I t 4 :.y i ---I ... CAP \ I/.- K BOLT . C)7' _-, _Hu • !z' D.C. D,09 OR W53-M -01 W DACKMO Conl Hum ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D PLAN) - 4--, SCALE I/4'-I' SCA.E t/a'-I- SCAM. I/4' t' SCALE ! SCALE SET OR W 0 SOF EELLCPANEL �, ' . POURED CONCPE7E. MM At FLIALE tD AND EASTRR �. T P 1 COKMIL BLOCK ' iY)P, BO OY pit PAAELMAT Ws SEE 4 1 . 1 5% POURED CONCRCTE , `^-`- "•- a T'. N' ,HOOD SOUS O OPEMaW SCHEDAE ON SNCF't4 6.' _ (MIN PANEL CONCRETE BLOCK biE �' VARIL \ \') 6 ® rPAWE REQUIRED AS APPLICABLE ,C A It) OVERLAP BEYOND 2'.i WOOD FRAME `4 4 wo-fo I �E: >-."_� � ' OPENING WIDTH) POURED CONCRETE. CONCRETE �'I . . BLOCK II VIA' WORD FRAME , + I 1 rr�A- I .�, REWIRED I , 1 ua. NII' I'. _ �% oR �I /• 1AR,� 1, .�/,! WN1 W A>CHOAED FRONT 1 �' REAR FIAT FLANGES PMALLEL TO 5' Yn IIII I \ - �- WALL (NEVER CUT END PANEij -. X 80. DISTANCE '-;-1----�, , TRACK I M`) / L 1 "� y .-�.1. •, �_-_ ,.Er,A11l •H�,A.W,'4 CASE G (PLAN) %`- '' '.' : » AI,t, it&. SCALE 1/4'-I' o='�. ,G ALaol =��'••. GEN '.✓q's VALID FOR DIRECT MOUNT INSTALLATION ONLY a NVI•voc . ' �_-. __ v `r4f •. CERTFIFG PANEL INSTALLATION AT WALLS W/ No. 44161 % SURFACE LEVEL VARMTIONS WITHIN 3/4- _� * . * . * ' FLORIDA BUILDING CODE Non High Velocity Hurricone Zone IAIE OF :��F °D>° BTOC " 24 CAGE GALVANIZED STEEL STORM PANELDRAWN r'LB CASE E (PLAN) CASE F (QLAN) 9�. F P SCALE t/4•-I' SCALE 1/4•.I' ., .rF, tDRla �1+ DTre1/mm S L j �i ` _, I I L I E C O I N C ''1• GLOBAL PROTECTION PRODUCTS, LLC. DACE. I,M,UH 1')'-t i rw`t-r,No a Maa�IArP- �•'L ,,Ml. w� --' 20-175 - - - f3>h O�� � Pot --I. Y PINNE (i )ffla-r"A FA EINDA)M-�K) PE yAL/9GNOUPE/fMT G-(no41, IT _ oPA..O NA eA,TER A T11.1 1•, PS N SONY . O 16 R H, I MAXIMUM A.S.D. DESIGN PRESSURE RATING (,12.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 1%I. NSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL tOINSTAL1AT10NS AS PER ALTERNATIVES TIN THRU 4W, ON SHEETS 5 & 7) MAX. AS.G. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPUGBLE MAXIMUM DESIGN TU TE,I PANEL LENGTH PRESSURE RATING TAPCON LAG SCREW PANELMATE FEMALE 0 PAIELMATE PLUS WOOD BUSHING COMBINATION 1. (P...,.) ly TNEv (It ) ,3 tJ ,]' 1]' - ,3' -. 1W (TOO) _,.,- _ 3 ___ --I--- 1 _-___ S 3' IS. (BOTTOM) 1M BORON -- - - 6 I/7 .-- 6 1/2 - -_ --. 6 t/2 _1_, 6 N2' .__ 6 ,/A. BOP) _w - -..__ _ _._ _. _ ._. _ . p 1/,' _ t2 1/2' -. 6 1/4 F (BOLT•) 5'-0' 9' a' .-. _. a_ B:.. -- - Cif) _ - op B' B' e s' Jw wriom ( } 3 3 3 - _ 3 - _ u ( ) .as. -s _ 13.. - __ 1J I3' J" i3 ♦W BDTip1t f ) OR LESS IS 1s -- t} _ - __ 1Y -. 0 112 ■ (top) _ _.- 13' _.._ - 13" 13 3• b' It (BOTTOM) b ,/2' --6 IJY 6 /2 B i/2' 6 7/2 BOP) _- _.- __ 6 IJ.' 2 1/2• 6 •/4 (11071•) >5�0" y/2 --A- __ _ 6 1(7-- B 1(2` - - _ sW RQR) - -. 14'-4' • t/I --- . 1/T -- T >-... - — - 3w (BOTTOM) _— -- t0 t/2 — 9 1/2" — t2' 12• 4' a RoP) - - --'-- 13' -- IS. .. .. ... ,3' _ __- I]' __._ .. a ,/2' .._ W (BOnO+) • SEE TA$.E /t FOR MAX. AS.D. DESIGN LOAM & MAX. PANEL LENGTHS WHEN SPACER '15� IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 O 7 APPLICABLE WFWW DESIGN TFiMA PANEL TAPCON LAG SCREW PANELMAIE PANELMATE WOOD BUSHING PRESS `RE COMBINATION lENG111 (9-1) FFIIALE 10 PLUS O THEM (n.7 ,3• 13• 13 ,] -._._ ,W (TOP) __ _. i3' _,3' - - _ ,] _ _ 13 - - 1J .. _. a ,W (BOTOM) - 6 1/2-1 - - _ __. 6 I/4- --12 t/2' 6 t/a• 7W (1i0T7.•) 5'' 7- 7 /2' - - __ e' a• _ - - _. __. 3w BOP) - OR LESS 7 - - Av ow _W-T _ _ _ .. _ _ . OL) >.45 -45 1J , r t J , 3 Btln@I ( ) t0 •7s, -75 _._. , -_ )3 -_ ,3 13' .._�3 10 _ _6 ,W (t01) 13 ____ I]. - - . _ 1.'.. .. - -. /' - Iw (BGTTWI) _._ 6 ,/7 6 1/2' 6 I/7' 6 1/1• 6 /2' 2W (TOP) _._ - _._ _- a- ___ „ , /7' _ 6 i / >5._a. 21Y BOn! ( ) __ ♦ ,/2' _..- S -1/4'_ 1 t/2' 7 t/2' !W BOP)_ __ TO 7 _5• 5' - - - 5 lit` H - Be6 3w (BOTTOM) - ,3• __ 2• -. - i_ - - _ __ ,J -- __ 5 /7 - W (TOP) tY .. -1- ,3- ,3' 13- ILIA _ 4W (BOTTOM) SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER � is I • USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE: at A /LS.D. DESIGN LOAD MAXIIItRI PANEL LEN GTM 40 PSF OR LESS 6'-6. > 40 PSF TO 50 PSF 6'- 2" > 50 PST TO 60 PSF 5'-10" 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATE PLUS ANCHORS & W/ � S 6a,^HW,,,4Z 1/2. O.C. INSTALLATION t DETAILS FOR LIFE SAFETY PANEL(J) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'. TAPCON EE�.�1t)STING PWRfD I/. i FAPCON CXISTINO POURED AHCHOR O a" O.0 CONCRETE OR ANCHOR O B• OC CONCRETE OR �'5 CONCRETE BLOCK REOXAgEO. LOC% REQUIRED {,4 t/Y , ,,/i ,1/.. wX. A A> -r-- f, I I to- ED.• ,��, 1. Y FXSTNL-0 GLASS ,( e -, D adI N IT W / I e Mn a- SEPARA a TO GLASS N I 11 EXISTING POURED E.U. CONCRETE OR CONCRETE BLOCK REO,)MNCp ri': e�s01Pi ,�b'� (_ _ n.RN ,DA:RI Oq, r• "' Ma. A* JINGTH (SE• E:EVATION ON- SHOE' :2) I _ 1/4•• PANELSAATE PLUS ANCHOR O 12 1/2- CC SEE STQTS 15 . 16 FOR ANC -ORS TYPE . SPACING FOR INSTALLATIONS WO WINO FRAIL aASDPOS MIMMw ANCHOR 5 AONG3 Mo MNAUM EDGE OWNICE ARE INDICATED ON 14S SCHEDULL Fee E.0 LESS THAN INpRATED ON SCHEDULE REDUCE AvC1OR SPACING BY MIATPLYING SPACING SOWN ON SCHEDULE BY THE FOLLOWING FACTORS MR THIS OPERATON M BE POSSIBLE. REDUCED SPACING OWAI ED USING FACTOR SHALL NOT BE LM THAN MNWUY SP)LRIG AICATED FQN UCH ANCHOR YP 1E ON THIS SCHEDULE ,/a'A t/4'. ANCHOR ERR IA.ILH .Mn YBIYYAII AAD10� 9MGNG (Ina 2 3 _ -.I- t. ) •rANRW ,oO - __ .W.HIn Rat ':Han... as e,j --- , - - 33 ,/7 AORML so mma QUA) FACI011 . S ,/2' os, 3• O Pa4 J I!2• _ _ 0-SEP r : Y TO C1A55. 1 / , t EA Ddsp CASTMyj ; I GLASS I INj I ( ( '.' YAM. 6' PANEL LENGTRI p I 1 (SEC ELEVATION a BE ON 9'Er 11) I I Y I I 1 1 i A I 4 (_ • 1 I- , 1 • I i 6 E EXISTING POUREE -' ONCRETE OR I I I CONCRETE BLOC„ 'A I I ILY00N REQUIRED. �. I , ti,r/ic1aRCYxo),^ '.. UFE�NEL WALLMOUNTINGS SCALE 3/0-,' 3E� --V� CENSF ��- *• :*- 4'' STATE Of 'cc . �'.- nc'• ItoR1u - '4y'A�i 'jONAIE~rL EIS• ' 4ANL/NHMAMAA, PE SFAUI-F1PTraT CODE (Non Hloh Velocity Hurricane FLORIDA BUILDING CODE Non High Velocity Hurricane Zen r.'. c2a2o 1X,tGo. Pc 24 GAGE CALVANI ED STEEL STORY PANEL T uBHWA BY 1 L E C O I N c. �'' GLOBAL PROTECTION PRODUCTS, LLC. °'/;; E)e20 AT >- w a 0 .N9 cowARr AeoO 3. s1 SnEEt uAman 4H. OAVE. rl 11J1• 20-175 - tlm .1 ti - LWu A._w• , (NSA)ese-75.4 rA. ,95.pe9Lem MAXIMUMA.S.D.DESIGN PRESSURE RATING (pa.f1) AND CORRESPONDINGMAXI UM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (T/ INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MIN(. AS.0 MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BE1WY WUIIYUY MAX. A5.0. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPUC48tE TO ,M%IYJN D6,GN PRESSURE 11 PANEL LENG,M DESIGN PRESSURE a ANT PANEL IEACTN TAPCON SOLID -DIRT PANEIEMTE FEMALE 10 PANFLMAIE PLUS IAMAC-NAe1N CAN -IN TAPCON SOUR -SET PAINELWLTE FEMALE ro PANELMAIE PLUS ZAMAC-NAIUN CALK-N (D.RATIN) a ANY COMBYNMJN Of THEM (H) RATING (P s.r,) C�(ET� a THEM .L. (h-) ro ro _„-lam aYMDCR , 70 ' DONaI-I[! Te T I TIT ID taRxR iD io ro m I To 0 m ro CO1NW[R. 16 CONO[R ro t -- �3" t3' 13 13' - - ,] iJ' 13• I 13' - 13' f]' 13' 13• {I. - +J' ,]- I,. ]- - lY ,3' •r '3' — + - tJ' 13" t (TQP) - --- 1 (BORg1) I] •]' - _ t3' IJ' t7' - _ 13- t3' 13' t]' •3' IJ' ,J- IS, 13' r-- 'i 13. 1Y il' 13• tl' f!' 1, 1/2 IJ' 11 t/I , 00P) ' (BOTTOM) __ _- __ , } t 3' _ __t IS' 1r l Ir IY 7J- 1!• t I 3 J t3' 1} J 7 (TOP t]' -_ IJ' __ 3' _ _ _ t3 13' _ __ -_ 1 iJ' _ _----- n I t`.' 12 -_ _ t , ' 3 7 t]' ttv 2 TIN!) 2 (BOTTOM) 3 TOP ( ) -- I J 3 - - t 3 3' - - - , - 1 3 3 1 t ' J J t • I ' 3 J t ' 3' 3 -: t 2 B010M) ( 13' ,3' _. 1 - 13' __. t!' ,3' t- 13' ,]' _ I 13' t]' -_I 17' Itl I/I ,t ! 2 / 13. I tY -- J' i 13" t3 1- J' 11 'If 13' ! - '.3 ,3- 3 (TOP) 13 1]' _ 1 ,]- tJ' t3' '� 11 I} t3' ,J` 1] - iJ' 6 6 / - } BOTTOM ) 8•-8• _ B B' 1 t 2 1 7 7 7 B B' 6 4''.6 I, e' 6 1 5 7 7 1 2 B I B' 6' B- 6 t♦ 6 1 /.' ') t e 7 / J BOT,DY 4 fX' R 7 LESS a S '/2• ,7 1 / 2 a 12 , 2 / I 6' 6 / A '6 1 ! 6 1 n I 7 I I / / t 7 2 6' I 1 ! B• 6 _ / 8 1 5• I ( a Ors R ) OR LESS 0• -' B' -I - 9'� - 8' ! - D' - B- ' - • (1OT10M) 8 I - 8 ! - 6 - 6' i - 9' - IS. ) - 1 (BOT,OM) ,3' I '3' tJ' 13' '!' :3' '!- IJ' 13' .- - ,3' ; 13' + 1. S RCP) TT 5 BD 04 1t t3' ! iS- t 3 ! ' - tJ' ! 3 1]' C 1 J '!" t J 13' 73 ,1 1- t!' , 13 3 _ IJ' 1J' t tJ ) ft 1 t ,J /2 IJ 1 / 5 TOP (lop) 5 BO TOM ( ) t t3 1 I ,- IJ- JI ,3 ,J , 3 i F3" _ '3_ 1 S 3 —- I]' J _ 3 1 1 6 T(IP ) 0, t __ I. , ._.__. 1 __OR ,J' � ,]' 4- IJ' 13' t 13' 7 tl + I IJ' ! ' 6 OP R ) . _ ._-. _.. __. _ - B 1/i ,6 ,/a' - ( - - - 6 \/4'16 t/♦' 6 (EIDTT •.) LESS .as�-e5 13' ! 5• 13' i70 1 2 tr Y i.s' 7 I/2:5 1/2 il• 14 1/2. 1 (TOP) IS. ; 6• 13' 1J' 1J' 'a t(2' 13- IB t/r. 9 t/1'i6 IJ7• tl' S 1/Y + (TOP) ' T Y 1 ' ( 11- 9 + 2 tJ' 9 t 2 10 12i. 7 I/7 •3" r I (BOnON 13' 7 1/2' 13' T 13' 13" 1 10` 13' I 10" It- e' i3' 6 ,/2' 1 (BOTTOM) -_-_ tJ' _ t/2" _ _ t _ __ ___.-_ 1J' t 5' �_.- I t3' ]' __._ __ __. t t7'.- 7'- _ ...... _-...._. I^ 7 1/2 S 1J7. __ __ t 10 I 1 _It a r/7. - _ ____ b 1 7 (TOP) ___-_ _ _ 1 BO 13 8 __ ___.- 3 I Ir ___ 3 t1' 1 _ _ t ' t]' __..... 0 ,/2 __L _ , 13-�t6 ,/1. _--, , • 9 t!1't6 t/1- .-- w e' t3' IS t/2' -I t ' 6 2 2 ROP7 - - n OM (BOTTOM) J 9 t t 9 I 0 2. 1 2 ) !7 1 / 1' - 1 - '6 , 2' _ - A OP _ _ -I tI t/2 t7 I/1 t A 1 .• 0 ( 6 / # 1 I 2 /2" 6 '/a' - - - i .'!6 , 4' 6 / / 3 BOTTOM ( 7 i0 - - -... __.._.-_ ,) ' /7 ...-_+._.._. n1 I 1 ! 6 t • ! _-___. e t!a• _._ 17 ,/2'112 ,/7' _ _. _.r-_.. - -e _.__�._-_ t/.'•6 ,//4. _._.1_- 3 (BOTTOM) ____. TO . 7' i J- ___1. 9' ;5 t/7' 7' !J 1/2- - B- A. _.___ . ,/7'�I ]' _ _.__ 6 ,/7't ]• .__-._ A (TOP) 4- I { i ,/2"I 3" a- 6' 7' 1 4' e' I 4' , 1/1' ] I/2 B t/1', J' , (TOP) D -6 _ ,. - B- - _.. - -- r s- 1' -- -•..- __ - -- a• - _. ._ --- - e' _. - ---._..__. - s IJ2•. - ,12- _..._. -- 7 ,J7 _• ': _ .. -5 -- . (Bottom) - - e• I - - --- -----f 0• + I -' _- -- e• --.-I-. Iy - - 11 _ ---- - - 5 IJ2• _ __ -- -- -- -' 7-(i2._^_- -- ------ ' iBDAD- -- - 5 ,O __ I]' ! Y ,] tl' `S' '9 1/I' 1]' 9 ,/2- t0 +/2 ] t/2' a' 6. 6 BOP) .T 13 :6 ,/Y ,3' 11 ,3 tJ- to` �--10' n' e' - tJ' 6 ,/Y - - (TOP) 'J' ]'I I]' Ir t7" "9 1/z' ,]' 9 IJ2' ,0 t/1 r7 t/i' ,7' '6 IJ2. 5 (90TTOM 13 le t/2' 13' ! 13' ,J' t0 tY __ ,1-i 6" 13-la!/7• S(BOTTOMr )_ --_. �_-___._.-.__-_j 1351'.110 I/2 _._.__.._ 53" ]' -•--_ i]" Y -_-,. .._-_ 7 1/2 S t/I' 1]- IA 7/2" "-_._-- 6 (TOP) t_.. ,]' e' -1'- t!',_L _ _ /2 3 1a ,/2' 9 /7 6 /7 IJ_ IS /7 6(Top) I/,'�.6 I/4' 8 ,/• ;6 1/ 8 I/.' 6 / 6 LBO ) / a" b f 4' / 6 1 i / 1 ♦' ! 6 1 a 6 ♦ / / 6 BOTT ••6 ( ) SEE SHOEY 11 FOR ANoMOAS TYPE A SPACING FOR IMSIALLATW4 .TO WOOD FRAME SUOU NGS. L mmn,,H ANCHOR SPACINGS, ANO YMOM EDGE DSiANCE ME INDICATED ON 7HS SCNEDU,E FOR ED , SS TWIN INDICATED 0M SCA•EWLE REDUCE ANCHOR sPACMNG BV MATMLYING SPACING SOWN oN SCHEDULE BY THE FOLLOWING FACTORS, FOR THIS OPERATION TO IM POSSIBLE. REDUCED sPACN'O orNED USING FACTOR S­ NOT BE LESS THAN MI,WUM SPACNC INDICATED FOR EACH ANCHOR TINE ON 1lVS SCHEDULE ANCHOR TYPE 1/4-A,1/1. I/A-. rWHaMMAFEMALE ,(... N'M 1[ ,AT. 1/.-. TACUR mLO _ � 7A1H:AC-AMIN DA F_ 1 3 J �J' - J 1 I/?- ) V2 wiwu U ANCIOR WWi-06 (4.) J i Ire- ] , ,/7- _i - l'-- .waMApA FOGF 7><(.d NsrAA3,R.oJ !mRi1[-0. -- )- -J I///= 3 VY -S I- _ ,;r I'CRaY. @Z O:R9108 (E.O.) FACTOR tq' o.J3 - _ - - - - 1• . Ole - I '- - aw Ir. _ ,0p I. - IN IN -SPACINGS ONLY VAJO WHEN $T>ACER �9 IS USED. SEE WIE /1 FOR MAX, AS, D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER FA IS USED. J' MAX. D.M.-(4). .r uu+- O Dr4) SABLE AT A AS.D. DESIGN LOAD MA)UMUM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (6 SPACER AT 12 1/2- O.C. ANCHORS (SEE SECTIONS a wtERNATNES ON SHEETS 13. 14, 15 a16) - - - - - r*R-IA/13, R-2A/13, R-3A/14, R-10/13, R-28/13, R-38/14, 3: MAX R-TAW/15, R-2AW/I5, R-3AW/16. [� - R-TBW/15, R-28W/15, R-3BW/l6. , MAN � �� I O O O r- '-----------'--•------ -- -- -� O O O O - ----- ---- ----T I ! I I . T7 ! BUILDING CODE (Non Mich Velocity Hurricane L/2 ! 1/4'6-20r1' SS BOLTS Wo MAX Y- /'- (USE FOR PANE. LENGTH ,, ;. PANEL I-NGTN I O / OVER 7 -6' ',J 1. I REGULAR STORM PANEL �• REGULAR STORM PANEL W-R' O .40.0. -40.0 P...F (W/ OVERLAP MO PANEL LENGTH BOLT) -- t ., _ _ _ _ _ _ 1 . _ . _ . _ . _ .. _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T-a' O .so.0. -54.0 7 CAFE SAFETY STORM PANE] - LENGTH DY/Q 7'-S' 0 MID PANEL LENGTH BOLT' i4- ! •. `A 1 -- - P iN 1, USE 2' MIN. ANFy LEND ;`��� ..Ci- ,/4'.-20r1• �_ _ +`- AT ALl YotRNrNcs I S.S BOLTS w , -• T A R EA DIVE LA . _ E' v7 ..a . . . . . . _� _ -t ___ ____ _____ __._ _.. __._..__ .. 6' (2) NOTCWES A7 ST'JC --- ,_d LOCA/�ON O CAFE SAFETY _X _•I '{N1',i (L1�' PANE, BOTTOM CGRNET25 (� Q D.M.. 3�, ---- - - -- __ _ ___ • — I -OVERLAP--OVEAUP- aF 0 WING NUT ro EXTERIOR WING NUT AT -3• MAN LEFT PANEL. RIGHT PANEL 3' ,WY. t INSTALLATIONS ONLY VALID FOR WIND r LBO. R-to/13. R-2A/13, R-3A/IA, R-1B/17, R-ZB/13, R-3B/14, r Mw SPEED UP TO 170 ,Tp.n. R-TAW/1S, R-2AW/NISI R-3AW/16. R-1BW/15, R-ZBW/15, R-30W/16. ANCHORS (SEE SECTORS a ALTERNAIIVES ON SWEETS 13. IA. 15 41fi) - 1/i MAIN GAP LIFE SAFETY STORM PANEL;Afi ELEVATION (t) - " SCALE t/4--t' N REGULAR 2.587' , 1 ,: REGULAR -- STORM PANEL (MAN OA!kM .1 WI of VALLE'V) -STORY PANEL ,A„ H.AINNN. 1/4 i--! `. r:. - �,- -_- - -T - --- .__ '_ - -"- T -- IMit-Aa-�4A(,JMs,-.� _ -'.-1-.-:r r� `. s _.___ + �e4Kr� __ _c- 4 - -. -_. Il �WbFr ♦j, - R .. LIFE jSnFET°��1JJ\ PANEL -9'. * ,F FLORIDA BUM( -DING CODE (Non Nigh Velocity Nurrlcone Zone), EXTERIOR �:y'^E`,ITT �t ORID►' .•'�N<Q�� Pmm mRrn. INc 2a GAGE GALVANIZED STEEL STORY PANEL F.P. _'�i71N L IL E C O IMe GLOBAL PROTECTION PRODUCTS. LLC. DATE SECTION A -A � TIMIT I Hro . CaM.ANT AND S. 51 slow SCALE t 4'-1 • QF ( • - .. r _ ww WrtANK a. u VC M U3u / E .... ISO n1-,m y : (� n . , 31 PHONE. (9.)MM-76.5. 1a. is )M-alai 20-175 G-tcoa719 _- olmov; No PLAP E 5GL/9CN4tWE/OAT .RLRr A t O >.. It M Ln .A, ] SHOT IT O ,e I -- INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES PANEL tt) ---I i I �_-_ -� 1 iiJ4'. I T. pOOD HEADER ,'•-_ .-__. _ WOOD HFAOLR REOUN[D I - AFOUIRED tAPCON ---T 'J,-K TAPCON . T,. _ L. F i - I (`{'��--T', ,J? .1,C HEADER 'f „• P;:: 114.0 TAPCON !,. I 1L - j --- WOW HEADER REOLIIREi II.- T4PCON 1wMOR '' ANCHOR O 9' O C i f ANCHOR O 9' O C l l'I' ANCHOR O 9' O C -. I O O. O.C. 2 O2 , I ? i I I I 4 (2? , .E#... I I "-, ` I I M. i7 , 1, !' •/2- , i,/i _ MAX. ; , I I YNn I I I i i An I, j/7'_ H,/4 Wa. , ! .l Mn I 1/7 ' ,,/4• _ MAX. I I ' ------ Ai I 1, --- -- ; _ 1 w I s A I - 1 O I I -� - -I A ..- I 1 'a �. TF'' i 1'J --- I u i. _ I I 1 I i. I a i i ° I SS rearzt W,,ENT�� q I Ss'BO, n'r p E%,STI -N 11= U i ! 1,/rA 2v.I' it I I:{ I A G O.ER1M" SS BO,IE r 1 1 i q 1 i / 1 -. 06E nXl RHO. EXIS',NG-R I E Gl/.55 - p Ex ST,Ny± GLw55 I I F SS W.. I > I J.. za' ! E N Fw ,>A,WAP e8 FOR wMO T-.'1 6 R J' Fx15T:1 UUSS ) - I A 4 aVE I 1 +( II II . V I i UH.T'• OAA 7..At} N 1 11 •1' MAY II I (IdAN a[01 I I 11 II t , 1 i 'L• MA. 11 11 6> L: ( ( - at T •i Ya. a F- N i ,PANEL 1 PANL LENGTH 11 E. (SEE ELEVATION tI y I I I t' MOP 4 11 / 6.. ( I E. PANEL LENGTH ,j (SEE ELEvr,OA 1 11 I I LENGTH ON SHFEr ,1) 11 I e PANE. LENGTH I N 1 ON SHEET ,1) R / !!. i Y (SEE ELLYATON 0 i 1 F ON SHEET 12) nI.I 1 . . R4 _ (SEE ELE+ATpN / I IF 1 ON 5H-0 ,2) ? 1 R II ,' Y+I ,(--XPARATIO'. I E 1 , A , 1 - i 1 ) I {� It t' Ym. I (_ 1'1 R 1" Min. B- SEPARATION N TO GLASS I I 1 / i 3 j R Y - VA ,' No- _ I. Y 1 �. - 1 E 1 11 0 GLASS. B r- I I L/2 N- SEPARATION i I I _ 11 11 f 6• ® I 1 I I - 1 1 L/7 e 6---SEPARATON a To GLASS i I - , l3� 6• EO. 1 I aC EO ( oc EQ. J I I - _ _...1 1 e- t _ I 1 ' I E0. L I { ._ _ _._ _.•--y - EO j _.--_r- i E0. + _L-____-� SS'ND / MS E0. ' 90pLF �O E0. t-J ! - , ! I 4 I I ' 4 j '••:d' ,NOGG _) PLATE � I reIq c '3 -�' � J2• , �e �IDI'� A Ms anrz W_ i I I 4 / TAP(:ON ! ,. i. TAYON REWIRED i I - _y4-. TMCON 2'., WOOD ! IR cc !11ANCHOR O 9' 0 C ' ANCHOR O 9. O.C. ANCHOR O 9' 0 C PLATE .� STAGGERED ,Y'/ STJD STACCf REO w/ STUp �.. ! REQUIRED ANC`ORAPCON 0C. i �.-., 2'r4" WC100 2'.4' W'GFiU - PLATE - - P -It j REQUIRED REOUAEO - �' ',.! 1 ALTERNATIVE R-18W O CAFE SAFETY PANEL WALL MOUNTINGS SCALE 716-1' eL.I TIME R_2 O 6ULAR PAN "OHM, Titt/4Yw ALTERNATiYE O WALL MOUNTINGS SCALE 3l6=+- R-213W LIFE SAFETY PANEL �. CENS l`��y FLORIDA BUILDING CODE (Non Hi h Vajoeit Hurricane 2onB) g5 t 7 ' 0. 44 6 Nr2oFo TKtEDD INC 4 GALVANIZED 2 GAGE GAL 11. P ZED STEEL STORM PANEL Y F INSTALLATION ARE NL V I R A DESIGN D a0 o se° PRESSURE RATINGS (p.s.7 AND PANEL LENGTHS AS PER FLCVATIDN ON SHEET 12. ' s * : * • Tit f � •o'•• STATE Ow` 7 _4 p -�_- � �`' �` 1 L E C O INC D/17 e \ e)/n/191P �I GLOBAL PROTECTION PRODUCTS, I.I.C. D,R. 2 FOR NEW WOOD FRAME CONS -RUCTION. WOOD MEMBERS 70 BE SOUTHERN PINE No 2, w/ SPECIFIC a itQ.• F(DITTO¢ 'I_/ . Fa1 EBL �-�ESTSIp aiADIN¢rEMN9 coMP- *"m`N"W" p°•_;• "r D,,MaW.L" 20-175 DENSITY OF 0.55 OR EQUAL •.•� ti: _, .. 4 SIO/TN6� ^"' R^-' P,r„ ;,�') a Pne"E (+s'>sa'-».s. rAx (ssA)I6s-ew7 o °W"MG "° r - � /I/NANNY *ME/WT -mar la _"` A "'T I PC 7 OEc1 ,! OF +e MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.Z AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL d) INSTAU.91ONS INTO CONCRETE aE CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 & S) MAR. A S,D, MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW IllIt 4PPDGAOE MAX,Yw MA ASO. MAXIMUM ANCHORS SPACING FOP MIN ED. PEA SCHEDULE mow NAAxINUM DESIGN PRESSURE Rl PANEL. LENGTH DISIGN PRESSURE TAPPl1CABLE E PANEL LEIICnH TAPCON SOLID -SET PAELMATE FEMALE To PANELMATE PLUS ZAENC-RAUN CAI -IN TAPCON SOLID -SET PAFELMAIE FEMALE 10 PARNELMAtC PINS lAEYL-NA6.1 CAUL-N MnNC k AKr c, T 'L' RATING a ANY COMBINATION L' ID f 1 1 - l0 OtPE1E16, ro GIRDER TO rrilQRa ro CACOE ro OfI�RT[ ro To to ro oilo[i6 ro ��OOCIIF!a�C to o ro OONO[l[ (P.K.r) OF TNEL (n.) (P.e.N) OF n/EY (n> IS' IT' ,1' 13' 1J" 13' lr IJ• - 12' -- IJ' 10' 1 BOP) -- t]' 5' -- •6 1 t tJ' I 0 /7 -- 3' 16 17 --- 13' 6 1/2 - I I /2 -5 /T• - -�- 4 1 2' IS' I / -- 1 (TOP (MP) - .. IJ 11' - 13' ,Y _+3• -.: -- 11'_.a- ] i1 )-3-- t0"y - -' ,-(ROWDY) ,.] ,/7• ,! - U• it 13- F ,0- 7 1/T IJ' I -_ i (B0rlom) I ! 2 _ ----- IJ' 11" - -`-__ 13 1]' - -- t!' ; 13' - 1!' t]' _- IS' _1 -- -- ,1• - --- -t---- 1} S• _. _ ' 'i tJ 0 /2 ._ .-_�_-_•_- IS• -9 _._ 6_ 2/_-7;_ t]' 6 /T- - s _ _-/I+_/1 _ _ (TOP) _ _- _ -- --- 1J' \0' -__ _ ---- 7 GOAT __ _ -- ,_ I J / __ _ } • -- IJ _ ' t3 j 13' 9 1/2- -- ,3' I]' ---- • 13- ,3 .-._-- 3 12 __ IJ' ,, J 7 BONGY ( ) i t 7 J 17 1S 13- T /7 0 !/Z''T 1 ,]" 6 ,/2' 1 (BOT70M)+3 _ _.-._ - --.....-. 1J• 'I' ___.__ .._ -__... ,3' IJ' _ _ ___-.__-_ Ir 13' __- __-_1-_ 13' 1 -1 IY ._) tl' ._..__-_._ ''; 11' S3' I IO' _..- _. __ 3 (TOP) _-__-.._ '_ 5 6 t3' I Y _.._ __ -IS'-- +,7• _-i..-_.. ,J' '9 ,/I• ___.-�_-. t}' !9 I/7' ___-..-.- .t t0 t/j ]l 1/?' _____ _-._j . _ 13- 6' -_•._._ , 4' t ' 6 a 4 / / ] BOP} _-- Y J (BOTTOM) ( ) 5_6- LOLL(- 1 , "12 I 2 2 2 / / 4 \ 4' 6 6 / I / -__T - Ti-_.- 2 2 •1 / '--� , ' 2 2 _ "---� _ -- 8 1 4 i 4' J / I _ -.- TT 3 OM ( BO ) -- - 0R - _. .�- , 7 2' 12 2 // - , a" 6 F t ,' ! I / ---�-. t 7, 6 1 a" 2 / - - _ -1` _ - - -T - OR LESS - - 2 I a I/1'T2 t/I• - _ t (TOR) 5- 6:-�-- 1 e 0- 6• a' 6 1/T• T Y A e' a ,/7 < (TOP) -- LESS )- S' _ _..e. e• �5 ,/T a ]- ,} 1/2 . - 0- ♦ 1. _� 1/2'I J' _.� B" a' 1 - - B .. f _ 8' I e- - 6' - ; _ e. + _ - . (POTTOu) _ a ,/2. , _ B: 1 - e- _ s I JT - )- f - 4 (ImnaM) +] 4 ,3 ] t3 3 J 6 1 7 I y I-' 1 ! 1 6 OP 5 R ) ,3 I I IS 1]' t3 I 17 tJ- I t}• ,3' j 12' ,7 10' S (BOR0M1 ,] Y _ \] 11' 1 ;9 t/2 IJ' ;9 1/1 0 !? 1 /2 ,1 b' S (BDnTRI) T 1] 11• 1] - 13' 13• it t]- I 13, ,Y 1 !2' N. t!- I 10• a (FOP) I] " J ID /T ,S 6 I/2 I1 6 /2 I ] 1/2 _ 1/1 IJ /2 ( ) >.6T -65 _ I _ 6 1/i '.6 1J4- a 1/4-!6 Ili- - t - - 1 - a '/.-,a I/.• 6 (BO,,..j >.7 To-76 _ T - - 0 1/.•,a ,/i 6 ,/.'I. I/4• a I/.• 6 I/.• - _ (--.- 6 ,/,''6 t/i a (ROT••) ro .7s. -71 .119.-„As 13' 7 1/2• 13' t3" IJ' 10' tJ' ,0- 6' :3 t/2' 1 ROPI t3 5'__ iQ I/2' t]' '6 1/2' 16 ,Jr" ] 1/2' S 1/7' 114 1/7' ' ,J' . 7 1 7- 1}' -} I,0 ,/Y -t- I! I10 t/2 11, 1/2 I e'- F6 'J Y _ 1�(BOTTOY) 7J• 16 1/2- _'S'_ tJ- IS•-- -fir-. S. 13' 1 9 To* .7 1/2' 13' b' - _BOAT _ _ 1 (80170M1 - t!' 13• 13 / SS ] _ 0 3 13- '6 1 2' T 1 OP IJ 5' 110 I J / 'fi t I. ] / 16 7 3 / 7 2' 2 / / 4 ,3 1 / 2 10P ( ) -. 3 _ ,3 _.. 1 _2 ,J I) t/2' _ ._._ t] t}' Ito ,(2 7" 1/? 4 ,7 ,/3 B 1] Y T (BOLT---) ,3 ( 7' -T 3 73' 3 !9 I/2 { 3' j9 I 10 t/T t] E /2' I (BOn04) -- n 1/Y! a' - __ t}• ' 1 1/2- 13' 13• 1J' 'ID ,/2 - ,I10 'J" 1,p +/2 - 13- 1 ?- _ ] Ro-) - -- - -. T - _- - ,r tl' i- - ,3' IB -I/2 . . ,}• !9 `/2 _L4 + - -. 7 1 0 1/2 /T - _- - - -- Ir 8' }(TOP)-- . >5-E - _- - - t T/ 12 7/2 8 t/a 16 12 t/2-la 1/4' _- - - - - / 6 t('16 !J4' ] (BOTTOM) >e-a TO - -_ . -- _ - T /- -5 I/Y b / .16 t/, _ __ ,J2'!6 1(a' _ - -- 6 1J4 _ J_ - - --- 3 LBO___ - ---- To - .' 7 IJ2-I5 1/?' - B V 7 1/7•' e' ! . 1/2' '. --- S' ! 3 ,/Y ---- 7• i 3- -- - '- . _- 4 (TOP) ------ 6'-a' T a' - -- e' ',5 1/zL _ - ---- - __ I1 ,/Y - - - e' , -- a /i'1 3' _ - .. a t/2 2 I/2' - - . (TOP) ----- - ) a -�----- - 6 ' - 7 --__ ,__. e' - . __ a--1 _ -- •----- ',0 -.._ e' - tt6 I-----... 6' �/2'+ e' - -,3 . (BOTTOM) '----- 6' I... - - - --c 6 a /T• - ? 6' - - - +_. a- - . _. 5 I/Y T' - • (BaTTQA1) - ! _ 1J'- __TS' _ ,] 1(2' �_._.. ,3' t/7 1]' _ '/2'1' e'_- 7' -_.� _ S (TOP) _ _ +Y IJ2 __. .-- t] tJ' __ 13- 4 9' __.. tl' I 9 t0' 7 /?- ,3' 5' S ROP) ,3' ID t/2• 1J' ,0 /7 I]" 7' S _- - _-_. -. - - _ _ _ _ _ _ __ __ ___ 11 1j7' e' t/7'1 0• _-- __.a•/A•'6 ,J' I] t/2' --_- f) t]' ,7• _- 10 1/2' I] +0 t/I',t __.-_ ,J ]' ------- a BOP) __ ._._ I]' S- _ .._... 3 ___. 13 6 /2 r 13' 16 1/I -__y_. ; /2• 5 /2 -___ ,3 I4 I/7 ._-- ft �.. (TOP) __- _. __ 6 (BOTH••) __ �.._-___.. t/a' 6 ,/4" 6 1/i - A 6/ ''b I/4- ! a \/4 E t/a' 6 t/a't6 tJ. - - - I/A' a 1/4' 6 (9011 SEE SHEET 11 fee 4NO,0RS TYPE a SPACING TO, .ISTAUAT. IN+o WOOD 'RA E BUILDINGS - MNNNW ANOA]A 9PACNG6 AD MINIMUM EDGE O6TAADE ARE 'NOR TIM OP THIS SCHEDULE 10- ED LM THAN ROI(ATED ON SCHEDULE REDUCE MOOA SP, O MULTIPLYING SPIY:IR SNOWN ON SCHEDULE BY THE FEILLDWINT) FACTORS FOR THIS OPERATION TO BE POSSIBLE. R'DIC1D SPACING OBTAINED USING FACTOR SINK, ,107 BE LESS TAN MINIMUM MY,CMc INDICATED FOP UCTM ANCHOR ,I-Ar W l,.S SOHD LE /`' •• • '/A • J,'A /+. /• . ANCHOR TYPE TAPOONI SOID-SN IN ELAMME F'A' NOT IMYC-HALM eMrtil WMAAAM ANCHOR SPALVIC (IF.) 3 3 S 3 ) ./Y 7 '. /] MINIIMUMim ,tDNOa[R (HI ! J I_ /2 J_ 3 3 R' 3__.__ N6,AAO ".) 1®I-CR w__ (h , 3 ,/Y _ l Ili, . In -3 1/1. _ A(.7UIL WK =MCE CO. FACTOR , ,I" e35 - - _ - ' 3. u..o o. - _ ,Do - I..3 J ,re'- -- - I0 1.. - 1. IN " SPACINGS ONLY VALID WHEN SPACER IS USED. SEE TBi.E ft FINt MAX. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �1 IS USED. TAM EAIA A.S.D. DESIGN LOAD MA)ONIU c PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5*_ 10" IONS p MAX. PANEL LENGTHS ARE ON^LY YAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ lD'SPACER AT 12 1/2- O.C. ;.'VGEN '•.. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone • D. 44167 '; `2030 T1�Q0' iM4 b CAGE GALVANIZED STEEL STORY PANELr','e, *. � * .*� STATE D - , E �. IL ECOINQ �\ GLOBAL PROTECTION PRODUCTS, LLC. °'/yrzm)o ' OF s, < tDR1aa -4, / lq3 TOS A, a EN&NIERIMR COMPAA; ,aaa 6W 6, 67,RFF F t..A•'• ipi.i�l'Ll,,A,A F... w1iN,_.� K"°"''c�°Mi°INm•-n ,.. woc (e6.)eMAN. u3, rwv.liu.>•n-aa. 20-175 r K�Hs- G-ppp6)19 Wy1LA A ,tf, Jr1.. P.E. DMRRL b eK¢t 10 Of 16 r441HI,FMMI7.N/SIGw /GR �� w db 'T-'AIFMI i INDETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/4•0 TAPCON EXISTING POURED 1/4 i TAPCON EXISTING POURED 1/4•0 7APCON EXISTING POURED 1/4'e TAPCON EXISTING RWRED ANCHOR O 9 C C ,:OtNCREtE "OR ANCHOR O 9 0 C CONCRETE OR ANCHOR O 9' O.0 , .CONCRETE OR ANCHOR O 9. O.0 CONCRETE 04 _S. CONCRETE BLOCK //^., CONCRETE BLOCK CONCRETE BLOCK f CONCRETEOCK REQUIRED REQUIR_0. S REQUIRED, REQUIRED, } j E4 (21 2�, N '12) ' ' '/2- 1t/4. ' t/I- rt/4' ' 1/2' , II/A' IH/• .LAXMAX 1 �-_- pMAX , MALI.E-DW I CO• , ,• I E-0•11 :.) f ,;,II:.. (i/N c I' Mn I + ptp r MiII I 1 DILLSETFARATM)N i II ' I N- SETARATfI CNTII 1 1 I/. Ex,STW 10 BUSS. H/• 11 ER TOC1J _rA-JAT X TIN^ SS s. - SS arz. 0 �S L R earz r s eoLrz r ExtsTl T LA_I I OJI �� CIASG N /A 1 ,., i � ��� Ty,al I � N Gl A55 R i I ..1w4 K ) 4T G GLA55 a I t i ) UNG,I' nee n Y . 11 i ADGTN PO, T-4') G , •ty a II i I ,ppN ,>:� 7T II � 1 F IT BR i' I II I N i II I i ( 1 'L' Moe II /•! i' MAx II ! 1 -l- MAX. I 4 : 1' ,/..a_}0,. F -, nDfa A, r - , 'L.� D i i nANEL LENGTH p 1 6' rANEI _ENGII. R 1 r PANEL LENGTH 6- BANE. LENGTH fl •/ ( ; (SILL ELEVATION II 1 1 (SEE ELEVATION P / T- (SEE ELEVATION II i 1 (SEE EliVA1OH N 1' WTI a , ( ON SHEET 12) 11 I ( ; ON SNEFi 12) H t- Yln , ON SHEET 177 II I ; ON SHEE7 ,2) It --SEPARATION -7 1 L N 1 Ir5£PAAATION 1 ILL ' D ' 0 TO GLASS. ( 1 1 II <j � I II 70 CLASS I 1 a 1 I I A IT 1 I ( F <I 1 N 1 1 i I a 1 I ( L/2 ; 1 LJ1 I } i I ,3i , ( a I f I��) I F l-1) 6- / e 1 I { 1 CD• ) I 1 EDW - ,I (E EC I. I i Co..I L I I ,- ( ` i I kii IOC T U I . R ,/7 aL - .._ I EO3/4 1y--J + , ` -L-1 ' I E01 YS -:7. n NS 11 2 , aC 4? #,(4 i ; i 1/4-9 TAPCON �' 1/4'. TAPCON '. !/.'. IAPCON ANCHOR O B• O.C. ANCHOR O 9, CC. ANDiOR O 9' CC EXISTING POURED CONCRETE OR OUSTING POURED CONCRETE OR E)US71NC POURED CONCRETE OR CONCRETE BLOCK REOVIREO CONCRETE BLOCK REOUIRLD CONCRETE BLOCK REQUIRED SECTION R-1A SE r 1¢f1 R-18 - O REGULAR PANELS O LIFE SAFETY PANEL 0 REGULAR PANELS WALL MOUNTINGS SCALE 3/8-1 SEE SHEETS ,5 a 16 FOR AN04M ANCHOR TYPE '/'•' TYPE a SPACING FOR .NSTAUATO-5 HMO TANIV, w-.�11df �1 _ WAADWG _� - -_DW,o.Y 3 WOGD FRAME butDo 1 MNHMJY ANCHOR SrMCINOS A 0 MINWIAIM __ 3_ - --- 3 rDGE DISTANCE ARE INDICATED ON THIS SCHEOULL FOR ED. LESS THAN INORAtED ON SCHEDULE PCDVCE ANCHOR SPAGNG (M,) F6tAnrFNA1 '---- - - n„WeM O.A (h) e, MAATIPLYING SPACING SHOWN w SCHEDULE BY THE FOLOWNc FACTORS ,tMM = 96UIa IEB1 FACTOR , R/t' es FOR TINE OPERATION TO N POSSIBLE. REDUCED SPACING OBWNED USING FACTOR SHNMl NOT LESS THIN ) '/7' 0.1 MRNMUM SPACING ,NMHCAIED FOE rACH 3' 0..0 ANCHOR TYPE ON TRA SCHEDULE. 3 1/2- i I I i Ea I - - f0! - 'fi Kw !' Ns. 11 e0,s .1,,, . 3,!`. . ❑ % oc. I /i1 TAPCON ANCHOR O 9' O C DUSTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED �FCTION M" O LIFE SAFETY PANEL WALL MOUNTINGS A,A41017-111MA. SCALE 3/8-1' PytER a:.Tltl/,, . f �:' LICENSE ;��'-i .•1 No.44167 F * •TIT : * = vnm RTW, ,K 9 • STATE OF 'ir a 11 ._ ,`;F�OR:r i IL ECOING PE GEN./9RMAneE/DAR 24 GAGE GALVANIZED STEEL STORM PANEL rP. MM'M F :OBAL PROTECTION PRODUCTS, LLC. °' ;'It Mw SW 51 sl.w DAME, R_ =I. 20-175 'M ONE (e5A)G"-t '. FA: (.$.)M-67R) A.n aT,.i - n4WKO Nu Hw 6,1E_1 t3 O to INSTALLATION DETAILS FOR LIFE SAFETY PANEL(I — INTO WOOD STRUCTURES ( -.- _______--`i gUO, HEADER � WOOD HE ) - RFONREp 1 REOLXRED IiI - 1 4'P IAPCOM }- ?-`- - _ t iP TAPCON µCIOR 1 _ ANCHOR O 9' QC. j i O 9. CC 2') � ( 2',' _. _'T".'-) • •'/2' t/2` r1/4' i 1/4. - I, - I MA« 1 z' 2 I MITI j ; ) 1 MI, , I I 1 _ _ I j ii/ 11 tl I ® I I/A-.-m1• cx5r1 cN�„ 1 .•.-Sa.,' W / 2 : 1 I s.sA9aL r,fRl ` �/ „ TaAA' cuss u u 'YII IH1 F ,-. a I IDFXH - 7-l1 C' ASS 4 I 7 I I W 'L• 11 1 _ IT I ( MAX II . '•- MAX l'. PANEL LENGTH - 11 i li it ' PANEL 'A41G. , Y (SEE ELEVATION � u 11 i (SEE ELEVATOR I I 111 ON SHEET i2`. ,. _ / `_. ON SIIEET 12) 111 1 t 'I II � M Iu II t- MITI I 1 I „ z 1 p 1 �-SEPARAT,ON - -i I 1 11 I • w I / - 11 TD C.U55 I 1 .1..) IL SEPARATOR 1 �_I I 11 t ( 11 -0 GLASS. I '_�7_ S' _- , G 1 `Cy' _ --_ I 14 ` �e EO ! • _. I • ! e a +R aG a yr De EO ; j I i T- ...: L„-� 1 2'.4' WOOD 2'aa' WOOD ,? PLATE .1 - 1 PUTF I ! REQUIRED REQUIRED H _ L-'. _ 1/4'Y PANELMATE PLUS +/A"I PANELWTE PLUS ! ANCHOR O 12 1/2' nf- I I ANCHOR O 12 1/2. O.0 L i_ O REGULAR ,..N.111111r11 WALL MOUNTINGS REP k. TIT[/7% /I SCALE 3/e-1 . `GEN /. g D.44167 FLORIDA BUILDING CODE (Non Nth Velocity Hurricane Zone) ..n�•c aYu i• * : * ;: .20m 'Cl"I AK F.'. - 1 VAN R Z GAGE GALVANIZED STEEL STORM PANEL I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. T - STATE STATE OF •;,AQ- 1x,HI DESIGN PRESSURE RA1iNG5 (ps.t) AND =AHEM -,90F• ROOT$"`_ _ % i,'�'p �., GLOBAL PROTECTION PRODUCTS, LLC. "arec'`a LENGTHS AS PER ELEVATION ON SHEET 12 'i". F ' - „"&• C O INC ' ��/' 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD �„ S/DIAL �'�, `!,/_AMC' nLu prm Imo: m I.11� IMAM° CO pmv �W51 �S<aEl MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC "I...11Hn4MMA' = / IN : NON m-,IAn n -ro' PHAxc ps.I....... Fa- {Wa.)4ee-e7e7 ! 20-175 Mlle DENSITY OF 0.55 OR EQUAL. 'a-000e714 'W D4'"Ki0 "°. P C SUL/s/:FAILW[/Mn MwIER A XLIn Nr.. P.0 - nF 7 . 14 or 16 -a-+ a) CD C_ N _ (a O U Q � O N = co O -v a- N -O `v U O ♦V Nn O O •O a) = O LL O +-# ILU 4- O M .''_^^ V, -0E O O A US O CIO l L a a z z w J 4�' -1--i a) V ) Cu O L `0- U O 0- U) MM W SHEET NO. SH 1.4i I I I I 1 I 1 1 _ NP, .'II I 1 11 L I I I J _ II Tll I I i EZ1/18, EZ1 W/18 ANL;froas (SEE SECUCN EZI y Al TERNATNE E71W ON SHEET 18) 9 ISEE NOTE 11' 2) (SE-At-0) 9.% iF 1) O VIE. CND -c .T _� _�..� .� •___,-.-_.,_. ___ ...•_ T. _ Y 'VC'e s_ n,".w fV . 7'. {"_Z ,-_ _- _ __ _• _ -• ,at' .h_" :.rh-' - Ilf .'.'41 : A ._A,'r. _ M1„ �:�A, r.. hAY•-: y -o' R -�Q +or - - of --D, -roj of `- io;Er HcA- kti Atr•r,.: nEo Ckl _T 12 .R N J , .. _ -rr , h fA..f. I'., :, J I,_ '<r. •__ .ANT 1_ HF "INNE: I Hl J H Ir h tiT:J ( 4. ', I S:`'. - ILL ..l , Ni 1. A :,. .. - i1• (1$ - t.1 r i1 • -. �1,s \J C n 1 ! .. ':x I I .. - N N , L4 A I,ML kfW IAi' H_ S _ lr I rt C ^ N: AP T"A'Ai r N r A 1+5 /A Fi._ A F H_F CIF N:,I i- tr- IF i 1 c V - ( 1 q,K A A A7 ILA,'7W' T-.T 1 I -T li I i I r}j- 1 .. '_.. A- ; t - S Nc' )F 'N s I : ! - ,31.- N F , r NA (.. .." All' A.,.. �J�_L' J_'�1_ J I _11L _. _.L_ __ 1 _J 1.1L. _1_1 _. .... I J� JtiL c. •Elf- •N'r: i'. N.'., 7 W'ItO, Pf r, R. EZI/18, i I EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL J ;' SYSTEM (t) YAX AP 1 i SECTION A -A ✓ ''< F10R!OA BIJILOiNG CODE (Mar Hipn V41cc! HurntOne Zone) ���"•'FEI "' - 24 GAGE GALVANIZED STEEL STORM PANELIT PROTECTION IL E C OGLOBAL PRODUCTS, LLC. weMA�+ rx r. ENGINEERING EXPRESS'k PRODUCT EVALUATION REPORT September 15. 2020 Application Number 17069 1 - R2 EX Project Number 20.31543 Product Manufacturer All American Shueers and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Name & Descopbon 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued In accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3 005. F A C for statewide acceptance per Method I(d) The product noted above has been tested and/or evaluated as summarized 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 Corte Re-evaluation of this product shall be required following pertinent Florida Building Code modifications nr revisions Substantiating Data: R PRODUCT EVALUATION DOCUMENTS EX drawing 0-31543 filled - 4 a GaNamzed Steel Storm Panels HVHZ & Non-HVHZ sheets 1-5. !f2 Bd 2 1 . g g l prepared by Engineering Express, signed & sealed by Frank Bennardo. P E Is an integral part o1 this Evaluation Report. w TEST REPORTS nT r tic I performance ties tested in accordance with TAS 202 test standards pat lest Ur o m stir structure forma cebeen Pe r T-A -17 I r Inc e rt s t6 SG -00 Blackwatel Test Po I) try n9 Large ce missile impact resistance and cyclic loading performance has been tested in accordanwith TAS 201 and TAS 203 test standards per test repots) N8T-ASG-17.001 by Blackwaler Testing Inc w TRUCTURAL ENGINEERING CALCULATIONS Struclura4henyineenng cakulabons have been prepared Which evaluate the product based on comparative and/or rational analysis to qr ally the tolloWing design rntene I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMIG E NG:NEERINGErPRESS.0 QM E NGINEEPIN G E r PRE sS COM IH 17 T: x T rH.V r T I u S '�• r Y IF �F ✓ r I A f , -r 1rn I : 8A L J�Ur'E r X-C C. maw ITaye'_ ul' Z All American Shutters and Glass - 24ga Galvanized Sled Storm Pan lL No 33 h increase in allowable stress has been used a1 the design of this product Separation from glazing Is not required for installations outside of world zone 4 and essential facilities im act Resistance: Large Impact Resislance has been demonstrated as evidenced In previously listed test report(s). and is accounted for In the engineering design of this product Wind Load Resistance This product has been designed to resist Wind loads as Indicated in the span schedule(s) 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 II e engineering drawing) along With all components noted therein Product components shall he of the material specified in that product's respective Product Evaluation Document D e engineering drawing) Limitations & Conditions of Use: e f his product shall be in strict accordance with the Fes cove Product Evaluation Document e Use o t pr Pe engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for sit this product's tespective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All m nenls which are permanently installed shall be protected against corrosion. contamination and co Yvh po pe Y P 9 other such damage at all tomes. This product has been designed for use WIND and outside The High Velocity Hurricane Zone tHVHZ) RapeclTIII I1. Frank Bernardo. PL ENGINEERING EXPRESS` -Pioloi4v Cer1 luth 14W 160 SW 12"' AvENUE SUITE 106, DEE P FIELD BEACH, FLOR to- 33442 (954) 354 0660 1 (866) 396 9999 TEAMLL''E4GENE[RINGExPRESS.caU ENGINEERINGE-tPRESS. COM - f � E O = k_ :z T IN f I n r O/NOON NOUNr XRIDN hTI n M Y r •2 ". i 1 LIl 11 LYPC I'll n 'NAu NavlT s=rnal P I - - ' nw - r _ � l MAry ..c A -✓ ATE FY .:I� T 'R �ET:•i-E[LLE �- 'II jI� ✓ , Y ., >t-rF1- U: I. c- =R D:5 f,- VJF M.Cn EiA / FT.Tr D UPTNTINL 7DP/6DTTUM CLOSURE D=T !InN. to 1 @2ty 1 20-31543 I INSTALLATION INTO DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL `A II POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES r L---------i. [XISnW, POURED I CONCRETE OR I r. 1's TAPCON CONCREir B 0.^,KANCHOR O 12' CC REQUIRE[ - 1APCON /'W' HEX HEAD TEI .00.0.. HEADER j1t.±' HEx HE/,0 iCk ANCHOR 0 12' OC SCRCw O 1' FROM � REQUIRED - SCREW O 'Roo �• EDGE OF (; '�'. EDGE Or I �� 9 ( 9) T 2• 112 1 i::;� ,�2•I ss aO.rs w9 aAi'' 1 FA DC,, Tr SE-INFLATION-1 I 1 e/'6-! SEPARATIL C x:STXJG N 10 GLASS GLASS �11 1 I 1 p-VAr"N. PCF` C Isl:.G R GI Ass -t TO GLASS - ALUUMTINUV POP II 1 I 1 ! (' 1 r rABOitAoa.P'©n I PMAEI E_ NGTH • :T`INeRTSw t G i I PANEL AIENGTH # r 11 T �. 11 I' Mrr 11-SEPARATION-1 1 1 I I u 10 GLASS i �- 1 ir- SEPAiRATH)N I L n1UA185CREW 50% , 'P-20,7 Sol% OF it t0 CLASS II 1 C, I HI.YBiCRFW 1 R 1 r EL EQ. I - Z -'/` EO ''7. .�-"--•.--_�' 1 1"6 IAPCON ANCHOR. t2, O.c. '.PEON EXISTING PG..'RLC I 2"xa' W00G G AN'UR O 12' OC CONCRETE OR -LATE CONCRETE BLOCK I RLOORED WALL MOUNTING REQUIRED WALL MOUNTING SECTION EZi SCALE 3/8=7- ALTERNATIVE EZiW SCALE 3/8=1' FLORIDA BUILDING CODE (Non MI h V61DcIty H.-U.- ZDn4 * M-N. PANE'_ LENG�1' 1.U, 441-.'."%'% • nr 11 cH,t, B: 2'-E" c # c 2A GAGE GALVANI2ED STEEL STOR11 PANEL 1 INSIALLAiIDN ARI ONLY VALID FDR NIA% A.S D DESIGN ? # I '# - .. - PRESSURE RATING +f-- 40.0 Psl AND 6'-0• MAX P Ti�� d STINT_OL s " GLOBAL PROTECTION PRODUCTS, LLC. PANEL LENGTH Z y +', dNC FOR NEW WOOD FRAME CGNS RLCT fill. WOOD �, �J,r. F1•),i I':� ,.1✓"=i, IHG t ENPI.I.EPINI CO IA- "AEC' MEMBERS )O BE ;E1L.I HE Rh PINE NO 2, Wf SPECIFIC IC hV o: ^ x:wt NJ.• �a-.y,.e. 20-175 x DENSITY OF D 55 OR EQUAL. S LI LE �Nory ILIA N, NA llrrl ilNT'CT+I r'At:.•rt Xyr _ tMrr' ALL AMERICAN SHUTTERS AND GLASS \24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNUMITEE IF ERP. TO PANEL SPAN) TCP MOUNT(CONN- TIP, TYPE AS REQ'Or SECTIONS 'j DOLTS NAL 4 WITH STITCH -BOLTSH WA-20 &EKED WINGNUrS FATTENED0 'OVERLAPS O MIDSPAN(USE APPR P CJPRIATE SPAN TABLE) Z s FLAP? VIEWS z e� �4W_ RD 15E" ) r to BOTTOA MCUI ECONN TYPE RFQ'Di RO.391" � MAY BE AT IOP� d BOTTOM i1 TYPICAL VERTICAL MOUNT ELEVATION NITS 1 A EIEV TT]N TOP MG UNT N LmW CON PE PC-REQ'DI (SPAN ABOVE STRUCTICiN OUNT BOTTOM AS REQ'DI I'o N DTP -OB_ .ucnoN E vya 1 (LOCATION MAYVARY;. B n5 tTi It Till MGU NT I..' TYPE AS RE 'G Q ) L BOTTOM MOUNT fOONN LmaX TYPE AS RED OC (5PAN BELOW OBSTRUCTION) PANELSMAYBENOTCHEDAS REQUIRED, OFFIONPL y"-[D STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WH11-H SATISFY WINGNJTS FASTENED M SPANS ABOVE& BELOW )GSTRUCTICW. OYERlAPsa MI D5PAN(U5E 4PRROPRIATE SPAN 7 A8LE ) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 PITS. ELEVATIOPI ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE 24 GAUGE PANEL; I VIQ M,I. ,M 4qR H WINr.1'NI 11.1-15EN14 IN, ii-ir •.' MAXIMUM CIS N ,t IA 1 A 4 We t I "LlA LN- lr - tII NS " H '-LNE I, AN: ABI Vf RAL '"hAlA.J I_nat_t 1Q I ., a LN, .n 16 r J li 1 IN, rr. In I 1 J' - 6 n SPAN SCHEDULE NOTES: I ENTFR SPAN SCHEDULES WI'H hFGATI'vE D'f I E I+.DAUASx PANEL FASTENER .SP A ITC -i PF MI M A_LOWABIE STORM PANEL L PCII CHEDULE 15"HAriONACCEPTABLE FOP USE vr1 i11 Pi. IT LOADS LC tIH4r+Ou EQUAL TO NEGATIVE PA,FA!G'J GAD_. PANE,, NF, fASENFPS -ARE _+T US -1 EG IN CON)UNC-ION WIT ALI MOUNTILIC EYTRI-SIGNS t .',TACK, STODGE[ IGLE. ETC I USE . 21 .PANEL FASTENER iPACING TABLE VALUES FOP ALL H'- AND 0' HEADERS IINCOJOING RULED OUT L:ON D11fON5' LINEAR IN IEn ACLAriON BETWEEN LOADS Ic A;:_E 7AS,E OTHERWISE IJ5F" NEXT HIG.+EP LOAL MI NiENi R :P0.N SCi+EiH , •T TE DE ,;t LOA TO DETERMINE LhA LOVABLE SEPARATION FROM THE C%PINING TO BE FACT E' EL. CHE DULL IS REQUIPEU FOR USE WITH POSITIVE WADS ONE, T 4PC IJ TJJ N:F�A ACCEPTABLE H. R' S a n, HFR ': E PLJ�lr10 BE EE .. CS IS OT E .MIS , ENE -T ., CAC 7 FOP INSTALLATIONS OUTSIDE CIF THE HVHZ ANO OUTSI>F Of FSSENTIA" FACILITIES IN ASTM WINK] ZONES I THROUGH A THE GLASS SEPARATION St HFDULF" IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM TF'E PPCTLI:TED OPENING LSREQUIRED MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: I SChIEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DE RM PER SEPARATE ENGINEERING IN ACCORDANCE WITH1HE GOVERNINC CODE. FRESGURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORI DA BUILDING CODE SHALL BE LESS THAN OR VAL TO THE P4061TTYE OR NEGATIVE DESIGN PRES URE C'AFACITT VALUES LISTED HEREIN FOR AN, ASSEMBLY AS SHOWN. GENERAL NOTES: THIS 5P '.4 N H ; AN T 1. K1RC TIO A_ BEEN CESIGN® D SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLCAIDA BVTHE HL CODE I SEVENTH EDITION (IO2D FOR LSE 1NBIUE AND OUTSIDE OF THE NVHZ PEP TAS COFOZAND ALL 5TPROTOCOLS, CON TRACTORSHALLINVESTIGATE AND CONFORM TO ALL LOCAL CODE AMENDMENTS WHICH MAr APPLY, DESIGN CRITERIA BEYONDOND AS AS S STAND HEREIN MAY REgU3RE .DDT 140 NAL SUE -SPECIFIC SEALED ENGINEERING. 2 NO 3"THISA SYSTEM, SE IN ALLOWABLE ETPESS HAS BEEN USED IN THE DESIGN OFTHIS SYSTEM. 3. THE LICTUR WITHWHICHOFRECORD FOR.THE PROJECT FSUL OR TH NTEGIRE WITH WHICH THIS DESIGN IS USED GHIS E GN WHICH FOR THE IN RIIN TE ALL PP SURFACES T THIS J H H TEG SU ORTIHG SU ACES O LDESIL7 W 1C SM4LL RE COORDINATED BY THE PERMITTING CONTRACTOR. SEPgRATE'SII'FROM LOADS [ICONS. OR SPANS[ FR 10 [ri a ttQQ ORDERTODEVIATEH 15E LOADS FOR ORSPANSLCULAIOU HEREIN. ecU REDTHI6 EHGINEElt FOR ALTERM0.TE SrAil rALCULATI0t15 AS MAY a! RKJwRFD THE IoN FO A SPECIFIC XCRFE, IS R SITE AND DONS IiOT 11-I!W47 E THE CChDM FO0. A AILED H SITE. FOR SITE D NDITIONSENGINEER OR REGIST FROM THE TTECT SH DETAILED NEREIN,ALICENSEDik NTS EER OR REGISTERED C NALI M N nLL PREPARE SITE SPECIFIC DOCUMENTS FOR U5E IN COrIIU ES1 N Pl ITN THIS DOCUMENT e. DESIGN PRESSURES NOTED SAFETY FA ,ARE BASED ON MAXIMUM TESTED PRESSURES GrEDIVIDED BY A 1.5 SAFETY FACTOR. 7 ALL,FASTEN FASTENERS BE IE'KI ORGREATER DMIOR-PLA I WAGE 5 UNLESS NOTED COPTICLY[ON FASTENERS SHALLBE AND SHALL ULTEDDP OTHERWISE FORROB ION-RE515TANT MATERIAL AND SHALL WITN "ASSO ATION. FOR ALUMINUM STRUCTLRE E SECTION L,STATE, 1.36Y THE LOCAL 'JN ESSOCJAT[ON. INC FNALL8 STATE, 1E1_AND/OkLOCAL CODES a STORM P M RAN[L ALL. F -FORM GA SNF [.0.U2a' L ! STORM GALVANIZED SHALL CONFORM H ASTHI ULA TRUCTURAL VALttt 5 O ST[[L. GAD UMINUM2[0 [SATING WITH A MINIMUM F =a6.N AM Y 10, ALL ALUMINUM EXTRUSIONS NS S AL B fi0 3-T6 ALUMINUM ALLOY X N L E 6 MIN UNLESS NOTED OTHERWISE. C ITT D BOTTOM GPPANE S N^Y MAY BE INTERCHANT+[), AS FT[LU CONDITIONS DICTATE- PANELS MAV BE M WITTED VE PTICALLY CA 2 CNCRET AB APPLICABLE. 2 CONCRETEANCHORS NOTED NEREIN ALL CONCRETE ETE ANCHOTC NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURER'S CTOR 1M ENDATIONB, I3. ERS FROM DISSIMILAR SSIM L RE MATERIALS O E LATE F PROTECT ALL S 1 U ME, FROM ( MI R HE ST PREVENT CT 5 E RS F D SSI U M ERIAL 0 EVEN ELE. ROLYSI SHOWN ENGINEER SEAL. HISSPECIFICATION HERE A ION VALIDATES F in STRUCTURAL DESIGN AS V N ONLY THIS P i N Y CONTRACTOR, 1. 5H0 V 0 L U5E OF IS 5 EC[FICA 70 B CO RACT00., cat E INCLUDING L A SAVES HARMLESS THIS F ES RESULTING FOR ALL COST A IAL INCLUDIXGLEGALFEESa APPELLATE FEES RESULTING FROMAC71 MATERIAL FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT DEV n IS S OF T IS By LOCAL, &TAT[, A FEDERAL CODES B fPOM O[VIAEXCEP OF THIS PLAN. 33. EXCEPTASE R AFFIRM PROVIDED INTENDED ADDITIONAL ILL. AICATIONS OR AFFIRMATIONS- O ARE INTENDED. 1A. ALTERATIONS. ADDITIONS OR QTHIIS M PTIT'ICA TO THIS DGCU MEHT ARE HOT PERMITTED AIID O1VAlIDINTE THIS 'NPTIFlCATIGN "i PANELS SHALL BE FERMAN EN TLY LABELED WITH A MIN [MUM OF (1) LABEL ER EVERY 3.0 FEET. CONTAINING THE POLLOV,IN G INFORMATION ALL AN E RJCAR SH FTTER S A.NO GLASS WEST PALM BEACH, FL TAS 201, TAS 202 aTAS 203 FLOPIDN PRODUCT API, P.OVAL NUM BE P. VISIT ECALC.101S1543 $r 0 •. Mal 9+f�liEBtWDEXPR�6Fmw6rORE 11 � �, 20-31543 MINIMUM ALLOWABLE SPAN SCHEDULE _ T TOP MOUNT TLH e T ly 23' 1 'a' 26' 2:1 24• 0- d 23"1 26. BYutl� M 0" O" 0 7P' `1` +s• 21" TY O- 4` 73' `G'- 2 2.5 A `J' H Oe ]' 0' U rT' 21 2S i:" 2, O- Y 7T I 2 5A 51'a 3 33 O 8w ryPLa F T N a' d -4' :W- t6 S; 9 4IF N M- 30 53" 6J, s` 50' 31` 55 - SNe fVN I M. M 24' _ , R" 30 I 4 _ 1 T ni - 3 1- K Dn T M W,t 14 a �' 90 a6 S ; 29 as 2d' d6 3D" 53' o m i cI - 1P Za JO ire' SD' '8 IS53- SN.D ♦ I AbYM NIN,'j� T 2 3C 3A7' t f 12 r T % 'ff a 7E 3r 5T- W 3 s B' T 31 Sit` L QLT-10NAL INTERIOR FASTENING DETAIL N.T 5. 'o n O ' �Z O OU A SS1Ix L ID u wiry_ N I% W O W O RR Q g m NV_I4 LU a W 2 8 <r3 En IT z_ n 8 L ...I o Ce W _ O JACDI T PAM R F f ✓ ✓• I . ( t- a F i i <*A'+PlfRrr,µM WJNAcn r4 20-31543 ,A'. e.., FAQ!D6K0.VlIDW1 OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING -2250" 0.09a" r1990" xzso'• CL, . ... ZSO"-I-0060" j -0094" o o.7so �p rr1A't,L. D.O94".I 25• 5.099, i --L r0 625- c n aR Q 0tR, ffi 0.1394 a T c,6 10 GA _$$ $� "� 8 099" 12CL' TVP. TYP ?S T,� M Z _0IX:2"IY'" -' � osz'1o.D52, 930" J�L� ^1 -4 G0375 U 125IM2 062" �1LD l D U62" ��-+r -1 -J Iry •i 2.000" - rKt" I- s -I z.ozD' .zsD zc J z.aOJ" I- °w i 12I" I.ISO, n'H• Iff ADFA r�•U• HEADER 1. EWAL -e UT V" HEADER r C N e} II I I 3.390" MAY 0 13" W ' r I^Hl,BI 1.56E"I--I).560" 7.510" 0.365" y 11g76"�•. D.776" 3 52 '0.301�5"a„ �"'4� FA' E I 0.179" "gS S' 019 0.555 6.555 0.;50" L D07" 1-12.500" PANEL COVFRAGE� L� �[ (LC 4 0.31 19D"�II� O,BB6' Ina tt, ;� u 14.975" PANEL LENGTHLx ' ems..-_F Lw f D 545" 0.524'lsC+' 0.250°l 0.050" p I i 1P W ^ IIRIt�R 1r o �2A LA PAlEL n V �- Irt0.KilGrl 1 Y � 0.090 D U90" eE O.OBS" ...SO" TT�� �. � e 0.305" TYP ' TYP. J-I 2.000-.�0 090 `Nrwnvr, 0.115 a1Ls' 0 7Lo° ao 13s•- to _C ao �BI11LD-dlT 7 mACk"F^ mACP B •F• P_ Try 0'0�� c mACKWASNEBEo WNCiUr U9i7" •� I NEYNCLE WA9AFR MN Ur 0076"-t I-�s�ss° O a19o c=isLUlnp �! - ZIN �1 a 4 LEC, C ID _ 7 _ = p[0.C'TIUn j�3.D00"�0.125- a�9EO c Y Tyc � LL W Z -rL,iLn. - mAEk fIXmwFDI � � p L L a✓ i�..r ANCRE r1 e. 1.000" v�o:_cii=. J_EPCAT[P s: n C71'cRLCP D�-r,•.. Y['3 n �, E3 VI 4" MAX A CDRf*N2O LIRE DETAIL L� �r�1� 2 25" MAX. ' MAX \ [r" MAX /`.ZS"MAt�. W b xvPere F. BUILD -OUT � - "n •s.i J. DISTANCE C " wIs _ JJ \\\ - 10 J 1 DO" EMIBEO Q OVERLAP 73821) yJs A A 'i MAx tITA :S"MA �rg.t8 II it s 1.SDD" R MIN _EL J 1s00• >t D E E D e I. -MAX, MSNIj Imo' T e ✓ � � i 0, CORNIA CLOSURE DET4Il V EMBED a /\ PA PNDUNT CUJSw1E DETAIL . M1 -f NN_ ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS 8 12 S" O.0 ® MIMI�� ®�M®®113611® '®'' an - '� lI�B� ®®®�®r E - 030 0-P ItLMW NOTES: ANCHOR R N : C O S I ANCHOR SCHEDULE APPLIES TD0.PRODUCTS TEDHE REIN, BUT ONLY PROVIDES MA%IMUM ALLOW 8 A CHIXR SPINET MA M A r - F T A LE N NG AIMU LL JWAFJLE SPANS AND P.ESSUPES INOICA ED IN 5PANSDR NCHESMALLAPPLY. 2 ENTER AN HORS BINS PA FAT R 0. T C OHEDULE ECON PANEL & ENE SPACING HELTONEG STRUCTURE TIVELPSI MATERIAL &ANC iIF LECT T HDR E SE DESIGN LOAD GREATER AL T ORE ALTO NEGATIVE OES(GN CIYJ LOAD N SHUTTER T O arAU7TE AND SELECT SPAN GREATER THAN O0. EQUAL TO SHUTTER SPAN ,SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTTf[CA TION OF CONNECT [ON TYPE ) 3 "PANEL FASTENERS' 4ftE STUDS USED 1 CONJUNCTION WITH ALL N CT l_ MOUNTING TA LE VALUES F "F'-i - F _ T - ( RAIX STUDDED ANGLE. ETC USE fi LOC L C PANEL FASTENER yP4'IRNG TABLE .4 UE� FOR 1 E V l ALL 71" AND 'U'-HEADERS (INCLUDING BUILG]UT ArJOTTIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA-URERS' RECOMMENDATIONS 5. HOLLOW BLQCK HOST STRUCTURE SHALL CONFORM TL AGTM C90 BLOCK 6 MINIMUM EMBEOMENT s SHALL BE AS NOTED IN R � FW N ANCHOR .,CMEOULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FEN I SHES SHALL BE LIMITED TO 1/4' MAX OF SHALL BE VERIFIED BY OTHERS 10 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN" CRACKED CONCRETE ONLY 9, WHERE EXISTING STRICTURE IS WOOD FRAMING, EIr15TING CONDITIONS MAY AV VARY FIELD VERIFY THAT FAMENSRS ARE IN70ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONL•I FOR SIDE CLOSURE PIECES, ILK WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MINA WOOD STUD (%" EWE DISTANCE 1S ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE"SMJTHERrr PINE-G-0. 55 OR GREATER DENSITY LAGSCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX II1 It REMOVABLE ANCHORS ARE DEWALT PANELMATE A -PO LL T& SrJUD-8 BRAS BUSHING 12 MACHINE SCREWS SHALL HAVE 1/?" MINIMUM ENGAGEMENT OF THREADSDS INTO THE BASES ANCHOR AND MAY HAVE ETTHEP A PAN HEAD TRUSS HEAD, DR WAFER HEAD (SIDEWALK B) U A 13. MINIMUM EMBEDMENT AND EWE DISTANCEBOLT) EXCLUDES STUCCO OROTHER WALL FINISHES t4 DESIGNATES ANCHOR COADITIONS WHICH ARE N07 ACCEPTABLE USE.. I5 * DIRECT MOUNTING CONDITION' IE LINEAR INTERPOLATION 15 NOT PERMITTED ECM+. USE WITH THE ANCHOR 5-:11EDULES U57D ON THIS SHEET H Cn W W C/^J v I O CL CL U O W LJJ c G Z Z Z Q J d SHEET NO. SH 1.5.