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HomeMy WebLinkAbout6765 Bar S Bar Trlrn 3 -o m �t- rn L0 WE O ¢ 0 0 O J m N tD O 1 i J m L0 u7 L 0 0 0 J m CV O I M N d O / L0 L 0 N N d N E O CD `v J i 0 0 0 J N O CN a 0 O_ N N LO 45 0 d 0 z W z m 0 N ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr 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 FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate 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 BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss 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 K/WALL 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 LINO 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 W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt, Pocket (Door) WDW 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 Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) 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 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1941 Al B 1 KLM slid INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS o W' 3.2 EXTERIOR ELEVATIONS m F1 FOAM DETAILS H N 4 ELECTRICAL PLAN -_N 5 ROOF PLAN 6 FOUNDATION PLAN d 7 FRAMING PLAN as ' 8. LINTEL PLAN SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 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. to > cn. r \ 1 f �0 'AY' co ^, C ` JU \,, 47 � 7 t.f(Zi, 1 + N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. INr �,.; w- H W (� N m o O N N m O # C 7 Ln�0CIJ C) (h LL C J 2Sz LL J LLL 5 a- In V a Y — Z RS C fn tt; L L b ILZ N Z a r N O Q Q' O U W ❑ ❑ Z N ch O O o O N z o Q — n- N r M �-1 v o 4-1 LU w � '�a • 0 , ^ N U W e mi U a OJ Y o W M M h O Z � Q E wo Z <� a E U oLL Wo Z0 oa CO — C Q0 Ro O Q W 0 <,o 0 t Y CO ro a3 F- Qz dz X Cn '- C Q < o Z$m OU m 0 o Z ZZ, �z sunZ Cl� T �r O ? .12 < 0 ao t� W = ~ m JW ,a 'j o w¢ 'o H M C zl¢ d 0 11 .0 o = LOm L E2 Q � � N CID C) :3 ON Y = Cr C) ,M— U U) o LO r Q� m O U) o 0 m U') LOT T V` CD LO T E c N Z Z c E O U) CU c a 0 ¢ o JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. Cs m i- LO v CN 0 0 0 0 J 00 CJD r0 i J m rn L0 L0 v 0 0 0 J N 0 I M i N L0 0 0 L0 ID 0 a Y Q fh O v CD_ E a E 0 v c J 0 0 U J tom.. N N 0 0 O Lo v 0 d 0 Z W Q m (N Ila �t 0 0 OC7 0 00 LO ►T I O 4'-0" _ rn OM A A S3 TYP @ 1 STORY a \ \ 1JU O CY 5-SH \ ----- --_ 16" DEEP \ \ 36 36 " PANTRY =w i 8'-0' Cl) RANGE = FIAT CLG. L6- IM00 TILE - co KITCHEN -- \ 21'-2" VAULT CLG2'- \ \ p TI LE \\I w SINK w/ DISP CAFE \ J N r- I I \ r Q _JD.W. I i VAULT. CLG. CARPET 1 \-----C------------- - 0 - -- OPT. I 11'-7$"I I 6'-10" 4'-7" 65-0" O 25-SH EGRESS A S3 81 BEDROOM 2 8'-0" CLG. CARPET 5068 B.F. I I I I I 23'-8" 3'-10" T-8" I I 2:12 VAULTED CLG. T ; FAMILY R M O 25-SH EGRESS _ r w I ( FIBERGLASSo SURROUND om 00 TB 10'-4"' o a 2'-4 I TP 5, BEDROOM 3ATH- J' 8'-0" CLG. 8 -0 CLG. - CARPET T[LE- -4" 1 2668 --------- IMF HDR AT T-4" - 10'-108" 10 2668 1 BEDR OM 4 8'-0" CLG. CA PET I 4068 B.F. LM 7'-6" r- - - - - - - F, R&S I I I I 5-3" O ENTRY 3068 I I 8'-0" CLG. 9'-4" CLG. R.A.G. j CARPET 8 (3) 2x4 #2 SPF w/ _ 28 K DTT2Z @BASE C !NE. T. 3I AUN i------- 0 M�� FINISHED-oAHU 8'-0 CLG. ;hN _ _ I S TO BETILE F, h �I H. VERIFY IN I I 5' 11777 $" 4' 0, _- 11 11 FIELD. I I I OPT. D OPT. I I I -- ---- - I =1 lv)l I I I TP I`c vlWl I I I (3) 2x4 #2 SPF w/ BERG SS M� I ?'1+1 UI I p I I N G I DTT2Z @BASE SURROUND D -- R&S -- 'Cl" ¢� ( O I I S3 -- - - - - - I o I Cl, 60"x36" - - -- - HANSON I I I I SHOWER c°Qo BOX @ 36" (i) i; I w I I A A.F.F. I � I O� I I -- - DRYER VENT I EDGE OF SLAB 2" T 1 >O I I 2868 5'-32" �821'3'-10" THRU ROOF I BEYOND WALLI 0_ - _ I o I I 1T-8" -10" 3'-0" 2668 7, 8„ 20'_03„ I co $, 1 IU) I I I I 8'-0" CLG. W.I.C. _- I I OWNER'S SUITE gAT - ' ' o0 8'-0 CLG. 8'-0" CLG. T BUILDER TO PROVIDE I I I CARPET I 2 6, APPLIANCE PROTECTION I I I CA CLG. B TILE I WHEN REQUIRED PER FBC I I I CARPET - -cu I O I I I LINE VERIFY LOCATION ___________ �:, ELECTRICAL PANEL (Do 0 5-SH � I 6" DPr R&S �H,B. A VERIF METER 'T-0" S3 LOCATION WITH BUILD R 15'-0" 1 K TYP @ GARAGE 34 OPENING 1'-4" 3- J,_ _7 T-7" A S3 TYP @ 1 STORY F_ 00 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38•J 18JX37Jq S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 ' X 624 S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25J S.H. 11-13 271/4X38J 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 361 X 25 1/2 S. H. 23 37 J X 38 J 361 X 37 3/4 S. H. 24 37JX50J 361X50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S. H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 � 52 � X 37 q S. H. 34 54 X 50 J 52 4 X 50 S. H. 35 54 X 63 52 4 X 62 ' S. H. 36 54 X 72 52 4 X 71 S. H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.H. Fi TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE i5o FLOOR PLAN - ELEV-Bl SCALE: %4"=1'-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 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.G. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AC� +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 ( +26.6 / -29.1 OF +26.6 / OG SEE SN SHEET OH SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED ers � N o d� o. o X on w A G �- "� -0 oCA c�a d d o Q c "� ti io ai d >' w �o � 'aa A ES. , °°;al�rrffsf€f �� =r -a Lry 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 and se/all. signature +`�$ IW- QCD o E Mg No �'• U (07 N p N 0 -L-N N N # to 0 cn r �LLU_ A01 Z @ o 'ro N m W 02iQjO' m w e ILW U5 N Z Q F- (h h Z N F OU U o W ❑❑ z � M o g Z m N z iz Q J la- M z -1 0N U o 4-1 U 0 V) LU V) �c w m U o .1 0 Q N 0 C ®® w I -or co M N< ON Z G J U_ CE OL E 8 oo<� zo °a tO t- r0 <� 00 o E co o °, co o <o �z wZ m� 0, m J m ¢ w <, �z go > A > o¢ K a ti F m ¢ o t- � M a� w �3 " V 5 3 °O = L0 0 QLO � � N :3 O N = O Y r U)0 1- (V m co LO r ate-+ m al O U) L o O N Ln to Q N E � (� p z Co z _O E N a3 � E U Q p � JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 1 _ J m rn L0 L0 0 7 fJ') Q O O 0 00 N 0 r� i m L0 LC) L Q v- V) 0 0 0 J 00 CV 0 I N LO 0 O LC LCi L v cn O 3 Q rri CV 0 0 o_ E 0 0 J 0 0 a) CL- 0 Ln 0 0 a Cq 0 LLC 0 IV LJJ 0 Z w r m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w > / MEDICINE CABINET 00 � O~ O~ O N i Co M cocM KITCHEN ISLAND KITCHEN 9 60 9 F- NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER HOLDER CN FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR.Uj oC SHWR. o VALVES w o OO = r `1 SOAP - (0 (D 60 o DISH U `n o L co O M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 CV i OPT.' REF. 0 KITCHEN - _ ■ 0 80 4 MIRROR ji OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE - `1 o CABINETS 00 00 o LO 0- 1'-211 O 2x r L? 0? FRAMING O O� O r M Cfl _ 1 /2" GYP `f' N CN cY) BOARD FIN. FLR. T FIN. FLR. j 16E�t I, 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" C c . N � o C ® 9 W J --= C= ci oa.�CS C C� N -pR m 9C H R O a�.. N -aN N d O R � a7 .> L C C 3 co m y tj W o - ca to c >DE •� A C N Een R C3- V L �t a`N—' l JfLjI < < a3� `��lr + ,S �...�"` Os LQ ,S Ss 10 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 , ' ` W .., k? a 0o o o XW" N Q m 0 N r N -c ik LL N M V J V z LP3 LL W C L 2 x _ y M O 4 Y L � O L O . j W =. N O Y 0 C6 w m W o Lu zCo LO M Z Q LL N 0 Z O U 0 o W ❑❑ V M Z N fh O 00 CD N � r d. � M U) / W V O 0 Cn W N o_� uJ oUft N c ) C LU F— E q 41 `"t c V O N C to Q 0 O ti o M M J J 0 0 zo z w Z Q � 141F— U- CD- p zo oo zo zp rd a XO �¢ UO a < woo c CID C C m � �o ¢ 0 Nm m5 K oU z aw �Z Qo W co LL d= F H dLL 1 V zI¢ 003 �O 0 = > (0 LOO) a CU F— LCN t6 O � N � Y O — O U) o N m +., C0 LO Q +� m O U) O o _I d' N LO E E o z E O CU a U Q p JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 2 m rn L0 LO 0 Cr O 0 No J 00 N co 0 I LO J m Cn LO O Q O J 00 N CD C I rn N LC) LO LO o- 0 c �C C14 CV O i a E F-- N E Cl- _ `v c J 0 0 LZ N 0 ci 0 6 c� M O cp L u7 -g in Z W M to SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5 i IL-11 [E-1 0 E E [E-11 E] EJ [E7 [E7 0 FE7 FF77 D FF71 L] 16070 OVERHEAD DOOR +3" SMOOTH TEXTURED BAND T-0" RIDGE VENT 12 5 12 8"x8" SMOOTH TEXTURES CORBELS 12 5�� ��M 3068 12 �5 1" x 9" SMOOTH �-TEXTURED FREEZE BAND HEEL T.O.M. FRONT ELEVATION - 61 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" 5 5 wx_ ,== _- _- _ I/ f: _ SHINGLE OR TILE ROOF PER - - -_ - _ - -- COMMUNITY SPECS - INSTALLED PER -------------- MANUFACTURERS SPECIFICATIONS - . _= -- - - -- -- - = _ - -- - — — - - -- _ 1 ------------- -_ ___.i_._.___.�-_ i____.--_.J_--__ -_ __i.- .--__-�_--_----- _ -__- �__- .___-�__. ,..... ..__L_ _....1.. -_�. -.. J--L_- ____i.___ ___-_ -- -___i A 1 .. 1.. 1 . T.O.M. _ __ _ __ _ _ -- --- ----- ---- - - - - -- - HDR HGT. _ _I_ O TEXTURED °O 00 CEMENTICIOUS co FINISH ON C.M.U. (TYP.) �\ F.FL. --Uj -- 0- 0 co CV LINE OF CMU COLUMN FIN. FLR. ------------- I (1) 2x4 #2 SYP w/ 1/4"x3" TITEN2 @ 8' O.C. 1/2" OSB SHEATHING w/ 8d NAILS @ 6" Q.C. CEMENTITIOUS FINISH ---i __j I ty Uo ryM� W UOg z� W > z > z `-0- 0 �aU 0? C0 I. RIGHT ELEVATION - B1 SCALE: 1 /4"= V-0" 4715" PROFILE ELEVATION 1 DECORATIVE SILL 3'-0" J CV Tao REV. 09.24.21 M C ., c c- o A go X ... C 1i- C?- R rJ y Q ✓ N J W Q1 d a � c a a c. 3 `g L N 41 N _dcc a B� —0 U .a y,1@it:ie B. r` y�+� r9 F'ESS1QF'' �dA �"Mill I85"ON0 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 m 8 Q p N im u� N_ 00N ro ® N tm - N rnC� co O (h C J z5z �- J 5 o _ W Z @ : o vYi L mo_ 5 @ N O W o��rn c W U) °' no w Z Logo N Z d JF IL & N (h of F O U '¢ W El El Z N t7 O � Q J C1. N r f rt M V O LL Cn a w m � m U g IN N v I U) r%J 1- c .� 0 Fes- J E r 9..... 'III I C U)00 ®rm® N m O C.0 J W M Z U- zo YN Z o z� CL E 8 s� z ❑a I— (6 g o O E0< O ❑ Q wowZ �w C/� i C ¢z y mo E) zg m a7 J ym aw O ¢ O g = z Q o U2 OC) G K 0 d Z = r Cri <o r- o 4 > ¢ o M V Oit z ¢ o~ U c 0 r / '� � rn a � � N CID =3 O N = r o N N M LO Q 100 cM 0-) r 04 Ln rr.0 U') T o E w CO c_ o z fV Z N O N E `m m CL E 0a U J Q c c J JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 3.1 3 m rn ri7 L O CI 0 NO 0 J 00 N CO 0 I M J [Z] <1' LO LO L Q 7 0 O 0 li N CD O I N M N 0 L0 / LO Lo r CI c �C Q M O / v E N E O a J d C a 0 LZ N N 0 0 0 a rn 0 cD Lc 0 0 Z W Q M SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5[::� 5068 SGD 4' OFFRIDGE VENT ` ' 4' OFFRIDGE VENT 12 �5 ( -------------------- --------------------------------- REAR ELEVATION - 131 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" LEFT ELEVATION - B1 LE: 1 /4"= V-0" REV. 09.24.21 e� N O N ' M c c C= J C) s —� o L a o CO W e C14 C%3 LA - Cc _ o 'in -p !V t y O O Cd Ei r N :2c d y CL- d V N N CO CZ N � E � v 0\G�NSE ••� v �v \O.�J r� Get WMIIII1t10 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. C) O� 8 8 N � (V W N.t' M c'n��� a) NU0 V L� a e MLLLL LL w w Z mo 0 7 (pN O O Y U) cj, m w z UNW Lr)M 0 Q 0 u a Z N � O U U o HeW ❑ El M N M O � Z W NN O Q Q —1 C1 M n11 W z U `o w a--+ C w OL.I., V) � � o �_ w v0a 4 , W J U o N c rn d Q w N O J o� � W Q IL c co C E o zo oo w z yM aN ❑ a I— O p co 4 co 0 K �o �w a C m � ZU � m 0 ZK Q W b Z W (JJ T O op w LL g0 a z (n W Z ~ �w rn J LidLO CA N M ^� � � N ON � N i = O r o i- �I m CID / L J Cal M 0) .i.1 m (0 �/� LO Q LO T T t' E c o Z m Z E E O n � m a E U Q p� W JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 3.2 1 - 11 lull -11,1tiiI6TlI 1 T - I - - -- - - -- I I I i i I i I , ,, . .c I I , I :ue. I rn; „ . : is i _.. u. 1 1 1 111 -r -7r-I I t ,�.- VARIES 1'-10" 12„ CAP CAP 2" *NOTE: iv 1" RADIUS C'' N FOAM TO BE USED 2" REQUIRED BY - 3 1/2ONLY WHEN" RADIUS 1/2" RADIUS tD �'IN t� 1„ COMMUNITY N 3/4" RADIUS a 1'-54",� 00 SPECS. IF NOT, C° I Mla DETAIL TO BE 1" 2" OPENING VARIES 2" � 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 1" 4" VARIES MI7 rIN r- M OPENING VARIES 1'-4" cv o 21„ VARIES M 12, VARIES r' IN 1 1/2" RADIUS 4 Ail. 2" 4" � � _ � 2 1/2" RADIUS 34' 4' LO N M� SIN cMly' �� TCO M VARIES 12 Ei 7 " 32' 11" 32, N ,,, BASE BASE r N 3" z 2 MTv r 4„ :3l, ;3,, 1,_8„ 1'-0" N iz„ "NOTE: VARIES 8" 2„ FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" DETAIL TO BE �DE BUILT W/ STUCCO. EDGE OF 2a • OPENING �— 1-1/2" THICK 1-1/2" THICK O <V 4" 10" 10" 6' 21„ Ij�l( N 4 � V IN 3„ a 6" (� 2„ 4„ 3„ 2„ 2„ ivLUIN rM 2 N 1-1/2" THICK 32" 24„ r 2'-4" 1'-10" 52. 1'-5" 51" 7„ 4„ 51„ 1,-4„ 311 4 ty ICV _ rM r� 1, � 2' a" 1" 1z VARIES VARIES 2 w 22„ � rM VARIES VARIES I • 4„ 8„- 32„ �g - _ W 6" 4" KEYSTONE F11 b EKEYSTONE t` ill i N Fz1 �a �, OPTIONAL I � 00 I '46- CO 2 4a `D v R44r„ 3„3„ 4" GARAGE DR. OPENING 4" 3 4PENING 4" 4" IN NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL ' • : • : LOOK &SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & i 3 2_jl, I_ 1'-4" SMOOTH FINISH 1a' 1'-64" 14� 1z" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' S4' 3'-8" 7„ iv 4" S-0" 4" 1 " 10" 1'-4" 101, - iv 0 00 �tE N 1„ N 1,o cli (V eo o -lt • M M 1 " Rr0„ 2 N� O 1'-1" 1" GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N 0 Cn d C2 y W L , ca N� 9 N G d f^ 61 + cc d d d c E l4 r� v F- M O CV 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 Engineers signature and seal. �i; W O E N O C c0 ti ® � a) -o cD uj 3 L.L a- a Z -a Y N C O (n 4 W O r- O W ) � m 00 Cl) Z Q r Q x o bU v Z El M � N M 0 00 z z o J rz E3 v) M ''z(^ QXQ) V O CIJ w ® m U O N w o Ly N �V) cn (� r-- C> � c f i"4 A t.J? w J f_ � E zl�.,... �j I ail III I (..) 'o u) C N ¢ o o N m o J< W UL L.� @ Q p Cv wo �g > N Q� 1, r0 0 00 o E o oz VJ C zz U mo J F ° �z y Q0 0 W !/J > C) o LL <o a N W m a� 1 0 c 0 J LOrn LO E Q c� � N :3 O N = cc � oNO co 4-1 Q O Cn 01) � N CD O .Q (0 CV 0) 00 L() LO T (LO i c Z m Z O o N a E U Q p o JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. F 1 -1.i-; L,' '1 II[,I I, �f-."' ..n..1 l.i1 w 1 1 1 11 tI I- - 1- -- ( -_. I._.. - -r -------- T-1 — --, 3 J m rn Ln v Cn O -72 0 J 00 [V CG 0 I M i J d- rn L0 ;v v CrC 0 0 0 0 J lb CV C0 I 4 ,[ v r 3 H t� NC) C rv- N E O 2 0 J ID 0 v 0 LZ N 0 to v O 0 0 U 0 m LO Cn ELECTRICAL SPECIFICATION 150A/2 INDOOR PANELL CENTER NOTES: 00 #14 to lights & outlets NEMA 1 #12 to appliances and GFI ELECTRICAL CONTRACTOR 20AMP/ 00 AMP 0 #10 t0 WH MUST VERIFY WITH THE 0 #8 to Range SPECIFICATIONS FOR THE TYPE 0 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER /1 WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 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 1. 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 PqT- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH '4 - FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;O) EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH I CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) I []sD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT L`i kIT W/ ..HL-, PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1 r-0" e� y W � s ar o � N t N N O 3 . � cc Cc N y CJ to cc0 C7 CV 0 CV ch 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. .e Q O N U N r v # a 0N 0 W _�00y �LLLL : 0) 9) Q cA o ° ul a ai � w a @LLB 0 J Z 0.yyo_of� ' 't? Z O C) c0 CC ,. ;: it LLI � Q o l� Q r m r' Z - ry O R O Lu LO c+� Z U 0 F N Q a, Z 0 L) ❑❑❑ W 0 � In z N o z m N z o � o Q J (n M Q) �N z (D o w � O 0 U N m �j �Q (J � w m •,. ii d a A� I U O 41 I� o Co M M J J Z Z C U- rri E U ca 5 Z. � o wz >� zo a oa r0 g0 �o p w to ¢ ¢o o Z �z C m J U o m w N oLL Z aw oW< �z go a W CA)U� c T 3 lock 'o w r� c, � � w d 10 zR� § .N O i > O J m cc N CID 0 O = co r iv / o N coLO Q M �{' co N m T LO CD -- T T E CO o z cc Z E O d E U -j Q p 1 -1 JOB NO : 23-06128 SCALE : AS NOTED SHEET NO. 4 m Ln LO 0 v cn O Q No 0 J c0 C-4 to C I N J m O) LO i v Cr Cn O O O J 00 r CD O I M / N C� L0 L0 L0 L O Q YC L ♦-1 Q M O a CN G 0 0 J / C 0 v 0 Lu LZ M 0 5i 0 d N N Lc ti 0 0 Z Q Z w Q Q m 0 ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" C" N o; car M W O V G C— O R V C C'V Cn N CU O a N d O � � 3 � is m W X3 ._ u CD d c o N C1 O C E f0 � O� V j S4lf$q ,�' Yam •` •�.,� $ C 3 cli �i co V. ✓A � `Z op 1, 7Sa11�1�g��'� 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. IM f ON H W a E o 0 0 04 S'k' 9 1.:' MRQ iii M CD V �j # LL. �i w � 3?� ILL a a J w d cYn N ICU C 6 1 � o „ ?-;'?� a' W �= 7 N N 0 o Z LLW - _ m w LC) N Z ¢ J M � 0 Z N O U U o 4�n W U) ❑ ❑ (✓ M N N M O 00 O Q J v 2 U) N r C`N7 `o LL! ® m U 0 tL o w ZD 9 c ii o Q co CV 0 O CO J z W M Y Z 4 U- Ccc CB E O oW ~ Z o a ca (Q UO O C0 C < -O p Z Q0 a z <O �z Cn CO 3¢ mO Oz � .0. Z F z co J? m Q W ¢ a o 1 z 2 0 CIO > LL z C)W F � JW O= 10 as V U ID J >� LON LO cc �\ N C:)04 J 0 = O Y Y r U) o �-- N m m a LO r �, .N Qi 0 U) U- o 0 LO r ILO r E c Z N Z Ern CD rn m E c a U -j Q p JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 5 h I I —F------ _�---_,- --r--- - ri 9 3 m LO v c� 0 Q CV O 0 0 J 00 cV cG O rh m -d- C C d 65-0" 5'-4" 1'-95" 3' 2$" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0' 6'-0" S-10" 2'-1064' 5'-11s " 5'-0" 5'-4" 3'-0" A H.B. TYP @ 1 STORY S3 U.N.O. I i Cl)O \ -0" \ \ HVAC CHASE \� \ BASED ON I \ } O ■ : LOCATION I ``' \ 16'-0" 2'-94" 6'-10"•' }II r II J it I ■ I I L M \ SINK / DISP } I I 10 in \ S3 \� I L�===��r_1f--1�-- J :: :: :. III C A o S3 \ \\ I I D.W. I II II I T I} I S3 N T \ \ L _ —IE — J L=_—_=_—J CHASE TO ISL1jND _ — — —_� I� # I TYP @ 1 STORY U.N.O. ■ PROVIDE 1 %" RECESS C` L _ _ _ _ _ _ J ------ III I• . cJ OPT. L . �--e� CJ ' CJ—fiI�I ` ■ STEPS AS REQUIRED I FOR SGD. REFER TO \ KITCHEN ISLAND III REF. 1:: 10'-104' PER FIELD MASON'S SLOPE FOR \ \ LOW WALLS III I' ' :: ; : CONDITIONS I WIDTH U; • ; `t4 4'-0" I 1 \ \ I 16-10" 12'-10" b INDICATES FILLED CELL w/ 3000 PSI— \� CONC.GROUTFROM FT. TO BEAM \ W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3bob PSI CONC. ......::: 1 :...:::::::::::::....... TOP OF CONC./ PAVER TO BE '■ ■ ■ ■ (2) #5 REBAR TYP @ ALL PLACES SHOWN I SLAB FOR HERNWDO 0'-0" ■ 4'-8" T-8" 4'-6" VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY \ � \ 4"BELOW FIN. FLR, FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CONE PROVIDE %2" x 9 %2' SLOPE STEEL" SLAB OVER 6 MIL VISQUEtN\ RECESS FOR FRT. POOR M I L 1 VAPOR BARRIER \� \ 2'-6"x2'-6"X1'-0" FTG I }�_4" I S3 - _ 25'-108" \ \ 9,_551, W/ (3) #5 E.W. 3" r� ■ CJ CJ : I K CC — (2) #5 REBAR r S3 • S3 S3 VERTICALS w/ in TYP @ 1 STORY I �ri AHU FILLED CELL I 2'-6' x 2'-6" x V-0" U.N.O. e I iv :. I : r T-1" W/ (3) #5'S E.W. _._ _. 2'-6"x2'-6"X1'-0" FTG �._ �� MTV (2) #5 REBAR S3 L J I I I F —1 I: SLOPE VERTICALS w/ in FILLED CELL ; I r� -I :,. ....-------- I OPT. D 11 I 11 DPT. VW II . • -3 1/2 L -j I ,': ; U _ _= 5'-3" V-10" S-6" A11 `� 11] �N -J ■. — CJ I 'CJ 1 I — CJ I , • ' 2'_74 3" ' ' ' 7'-11" ' 1'- "' EDGE OF SLAB 2" I BEYOND WALL N I K � J n �"' _ S3 r M2 S3 I cn 35`•--4" 20'-6" 1 ■ I I BUILDER TO PROVIDE : 0'-0" :: : 2'-6" APPLIANCE PROTECT ON I ( WHEN REQUIRED PER 4'-0" 12'-1" _ FBC (2) #5 REBAR �. VERIFY LOCATION VERTICALS w/ in L---------� --- —;--/--1�-- ----------�: —f--- N ELECTRICAL PANEL------ FILLED CELL mL'= ' H.B. A VERIF METER + T-0" S3 LOCATION WITH TYP @ 1 STORY BUILDER 15-0" 5'-75" 6,_43„ U.N.C. 5,_�„ 7,_15, a s 6' 0" 6' 0" 6'-0" 6'-0" 6' 0" s a 1'4" Ir Ir Ir Ir 3" 55-10" 1'-7" T-7 65'-0" FOUNDATION PLAN — ELEV—Bl 11 1 1 it ' I A 1. 1 1 , L, I- IF i- F NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w U CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ry0 Y \ i•� y • o;= #5 CONTINUOUS REINF. SEE FND. FOR " QUANTITY #5 X 25" X 25" CORNER } . , ; ` BAR ONE FOR EA. • HORIZ. REBAR, TYP. P I; • • •'•" U.N.O. J" • • • ` "`Alternate: - C The reinf. bars shall be ," o• , ,"; , •• ,°1�; Cont. around corner by cold • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" a+7 � O ' CV' C" o_ W S u a� P C-Ij C cc C.) N "' y67X N f0 O b C7 E L Co u b R d d m c ca ,n c c E eo � u a pp /{Ii � t' 1 s - �` n° e p h •� G Y 1 - 4i . y;�.. ;tom <=0�> 3�.• hunIIiI 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. 5 4-,g" "'m :r_ : ;` W � 'Ink Q F o C M o 0 I{ A W C N r � °' c s Q co O J �a�` 4g, F6 LL w J LL d w Z13m —ate o_ 4 c o W w t 'N !9 Y a m w f W , r Z IL ��0) N Z - J s • a N � O U ¢ Ov Li N (7 O � N z o � � �c d N r N M ^ V O w 0 Nun w o Ly N J w r C) o y C U) Q • ®® N o J ¢ z w Z a � LY I_ z oQ Z o Q� p E V wz zo oa (O 00 EB E U �¢ �O L O as Z � a� Q O om9� W 3 W C!, > a0 Qo a z m d� 3 � V OIa� < �3 O N �( LO L 0 �i rn m ,..,� Q 0 N O NO = O Y Y �-- � / V) o I— N m m co LO �, Q 0 M C/) I N O N co 1 LID LO Q E C z f0 Z E O y U J Q Q J JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 1 -49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 1 1 -60.99 1 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: 7i6' EXP. 1 (24/6) or 1V32" EXP. 1 (3�116) TILE: 1%32' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1732", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. rn 3 2 J m rn L0 L0 v cn Q 0 0 0 00 N O I M L0 Ln v a N 0 Q Q O J 00 N co C 1 1 M cV L0 0 Lo CD LCi Ln i O Cr N 0 r 3 Q O a a E O j a 0 v J r7 N O L\A O 0 0 a M cV N ai 0 0 IV W 0 Z W s Q m a a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" 1875 NIPLY A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR -- M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY 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 w/ (32) 16D SINKERS & LUGT2 13100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 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 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (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 (8) 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 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER x PLY LEDGER �—(A)CON—~ SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" c� 3 o N C0 J c o -•i W a e G eowN e Ca o "y .flNs ae •� E � c as Cj � Q °G 3 M cc c w o 81 y c E ca i _ F ok 9 ' cAD `. 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. ` ;ty W n 4 - o E N N o c o r f„.. ®� N N W 200 ul r .,` ^+' ti p k Q 0Y, N o sc LL C LL 5 L� W m LL u- 3 0_ W — o a �c o o _1 `4 W W ZooM om �� 0 Y °� °' w J Z a N 0 co M r N th O co co z o � Z � N Q LLJ `� U 0 �N � g w u) pia. D"vv ''M U � c ~_ J III I U o rY w w 0 01— N o m M J J oO z w z Q L.L E E � E ca zo wo Zo zo ro CL o o ItQo o ¢ dz oo c) rz a) wo ra l J <o 2 U mo O F p 3 O g � N zz 0 W c/, a m o� <p a � w>j = NJv ola ° 3 LOrn � � N O co O Y U) o N lb CID LO O T� QI }+ O m U) L o o r M m N LO r LSi E > eCN CO o Z m Z E O E E � m m c m U _j Q p JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 7 3 J OD rn X) LO 92 Cr V)) 0 No Y J co N CD 0 I N J m Q1 L0 I a Cr CN 0 N 0 N cD 0 I N M N rq 0 rr) LO L a rn O C 0 Q CN 0 E 1.2 0 0 J LZ CN 0 0 0 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 / . O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-0B/1T 8RF6-0B/1T\ © © 0 0 8RF14-16/1T 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`32n113/1T ® O O O, O O• O 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T O O FORM & GROUT SOLID a. o N W U O w #5 BAR CONT. 8F12-1 B/1T O O V O 8F20-0 B/1 T "W LINTEL DETAIL SCALE = N.T.S. I min 11 HEIN TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8F 16- B/1 T F a tNOMINAL. QUANTITY OF u7 WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c�P pr�Tmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. 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. #5 REBAR AT TOP MIN. (1) REQ'D a d -1/2" CLEAR d O a d M.U. A° d a I d GROU d 5 REBAR AT ° O BOTTOM OF LINTEL CAVITY -BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN 'NOMINAL WIDTH LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- 1-1/2" CLEAR m C.M.U. m F �mzW w DO0WLu DXC.iOZw - Q Q U Co J LL W n - - O 3 - #5 REBAR AT BOTTOM � a V AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bondingagent must be applied to the Steel Box lintels prior to 9 pP 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 O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4'=1'-0" eM'S N N cM � d .7 v A V 1 N � +% o C3- N A Q �- IWA d C Q aV e E `� c CD o y Q a >w R ai u ' d c CZ m o. �o 0 r Z� 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 F v O O U O NUJp v N .- Colo) N N co N o 2 ik W co 255Z J c: J LL Rk.CE jF� \ W l.L 5 5 a Z J W U) ' Ix L (0 :5N o cO O 4 W 02r- 0 ,4IL W 'Z Cb 91m w N Z Q J � N M J f Z O C) U O W El❑ z � M � N J d N r- N M z -1 �4-1 o 11 w m m U 0 to w o �N N is '--- Ci m s t C) o `o uMilo 0 c o r w M M z < U_ co zo 0o >N �o a� t1 0 U wz zp ❑a CU F- rp 20 w¢ Uo 6 C O C CO ¢ Q , a a � .92 i o r� fn -gj ao pU mo zF Z� m C "m aw U o< z Jo �LL w a ow W m < 0 �_ 0 I M v oa d H o3 Ln L0 0 Q � N N C:)= O Y CO LO Q U) O NN N 0 �I m (0 LO (� LO T \` r L0 a; N � C o z Z E a f° U a .� Q p 1 _J JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. 8 K---TTii iii i i F- C" Sr m v L0 G C CN Ja Ja 0 0 rb N 0 I N m rn L0 L0 0 _ v- cn 0 0 0 J 00 0 I M 04 N 0 S i L0 ID v cn c 0 Q rh 0 ca 0 N E 0 v c J i a c 0 v 0 J a� LZ N N v 0 0 a CN 0 L Lo iv 0 a W x m v 0 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE T VERIFY THE TYPE CONTRACTOR'S RESPONSIBILITY 0 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 R308A SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSINGTHEE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE F S CO OS 0 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 + + SIDES OF THE GLAZING 3 INCHES _ 2 INCHES 914 _ MM 51 MM ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.11.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCEISEI 7-16 2.5_ DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.3. 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 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-1-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. 2„ 1 %" X" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 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 W/ (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 7116" 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpog and 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 V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. era N Ch o` o � W o C=, ti a� o _ V N --omx �LLa N tQ C d N d O iB C V Y 3 m as E c o � T N fl- c � m v p�,� , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W y. v E SO N p O a) t° M a) 3 Q C J LL W j LL d Z - d a Y r @ o j '@ N O a W U5 Cj m w 7. 00 o k� N M Q Of O Z V 1 k U V u0i N c7 � o Z � N z o � Q U) M z a �-- w U O4L o WN. U F J E I I 8 U 0 en • Q W 0 �p o 00 M J 0 5 � Z< w Z C � ri co E zo o0 Z6 8 wz zo oa RSA CL 00 o E o pQ o< c0 @ az < �z w Z co fo -� a s �Y .0 of � pU Z F m m Q w Z LUo cn op go oz o M 'cY wF �o 2 r O - .2 0 J > (� , ^ L J II 0 u rn Q 0 � � N co :3 (N N J CT O = cc O r U) 0 � N^ co co �1 }I Q co No O L cc N m � LO LID T CID 1� LO N � N o z e� Z = E Q (n 0 co a E U _j Q pM c CU JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. SN rTn 3 J m L 0 C Q 0 O J 00 N 0 I i J rn LO Ln v rn 0 .n 0 0 J 00 CV 0 I i LO v N O 2 v+ c O O a FE CID Cn x 0 c N i a: C1 v 9 t M 0 LO 0 0 LLO 0tz U W 0 Q v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) 8.:.. . STAPLES @ 6" O.C. VERT BETWEEN MAXI I .{ 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS j (NOTED THUS:—) I METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q STUB -OUT FOR 1'-O" 0 _ LO GAS METER O o d- U O � N Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS =TOEUNTA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) + Filler blocking 1/8" gap + N1 FILL CELLS STD. 90° HOOK BOND BEAM 11 SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR CONT.#5 I HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI I MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8 min. } Small 2" min. 2" max gap 4 max. y A Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ht __ 7 2) Block solid between joists for full length of span. Ti g fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutjoist. . Birdsmouth cuts. N.T.S. N.T.S. Under 2nd floor column w/ loads higher than 1 fnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 1 Old box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES — � DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Depth End Intermediate _Series BCI5000sR 9-1/2"' 2-8d . 2-8d 114" 2-8d 3-8d 14" ; 2-8d , 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 518"0 THRU BOLT I.0 SIMPSC w/ (22) - NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 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 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — mm t C11 6„ A 1%" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2' Any 16" joist - Span (it) -- 8 1'-0" V-1;" 1,_2,. 1 2'" 't 3' T-3' V-7' .1'_11" 2-4' 2-9':3-2' T, 12 1,47' 1,-1," 1, 0 1 _2" 1,_3' 1,-g. 2-4. 2_11," 3-7" 42' 4'4" 64' 16 1-40,,. 1,_1," 1' 2," 1 2" 1' 7" 2-6' 3'-2" 3l-10" 4-9' 5 7'" 6-4' 7 0 20 1'40'° 1'-1. 1' 2 1 2,. 2-9' 34Y' 4'-0" 4'-10 " 6'-11„ B'-11'° 7'-11" 8'-111" 24 1'•-a 1'-1" T-2'" T-3°" 2-6' 3'-7' 4-9' 6-10 " 7 7- 8,-,. 9-6- 16,g. 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. N.T.S A A/C CHASE 4" PVC SLEEVE THRU STEM WALL o00 FINISH GRADE Backer block (12" wide min.) : I ! EI II I II I III I !I_LLI i III_ _Tl i Nail with 10-10d nails. �I i Install tight to top flange. ° SLEEVE THRU STEM 4 SEE PLAN FOR °• a • .; •, ° FOUNDATION INFO ° d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I 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 1l4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements l 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE a r—REINF. SEE PLAN (2) #5 REBAR A/C CHASE �4-PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN ° ° SIMPSON H10A ° w/ (18) 10d x 1 1/2" ° NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION t o a d o a I 1-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / rPLUMBING 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 FF G G L d °° a I ' -i l ii 1 l lel a d °I- I —I s -III,�I q 'I d I' a SEE FND. PLN. 01 SIZE & REINF. e" N N o ® d aC- CD —�a!t ev o 9 N y � d =E�c � c o � T g ' H c c � o d � 0 r , _ a e a •\-• 1^1y eq",. 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 - Residentiai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g � rwi rrf of 8. N*- IN N rn rn v C5� # LL e � H a,No- "a LU M ° co v I ul t3 U ILL o 3: co Z J ;. .1 Z .2 m `r O o 0 O w ?.� m 02 m W Q w $LL � d o CNI U ❑I�❑ � z Q c k}rA hxi W c� M 0 � N a) z o � - Q J M N z o � � - w ° U u, o 0W_ L/) y U L U O Q o ° N 01 o w Q J - z LL E O cu w ¢ o� zo ?o F— (g — X� UO �U Q E oQ S< �z o ¢o m0 z m J Nm aw ¢ �z < 0 oLL az W m <2 w = H O 4- wF 0 a0 ° O J �/� L J LO o rn E2 Q cc N O N = O T (� o IL N m c� L0 r ,�,,r co ¢I p U) 04 o co 04 m r '�^ L LID CY) T Q CEOLO T' CO o z f0 z 7 O N E `o a_ E -8 2 o U _JQ JOB NO : 23-06128 SCALE : AS NOTED SHEET NO. SN 1 - --T-T_TIr i- I - -- --_F_ II -, - - J m LO v C a Cn 0 O 100 CD C> N J LO LO L 0 N 0 .n 0 0 J N co N N 0 LO i v Gn 19 s= 3 Q M O i a N E 0 `v CL 0 v 0 LZ N 0 LO .a; 0 0 0 El- O S 0 d 0 Q z W a r 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. , 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 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER > e SHINGLE ROOF, SHINGLES TO e ° BE IN ACCORDANCE w/ ASTM 'III=1 I=1 I=1 m ' I —III I ° ' q II III — III —III—' D7158-CLASS G or H, or ASTM -III i L=III—III I 1=� o - - = - 11=1 11-III=III=1 - D3161-CLASS F, IN I-1 I -III III -I 12 ACCORDANCE w/ TABLE "1=III=1 I1=1 I I-1 I I—�I 11=1 I I-III-1 11=1 I1=_I I r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION ' =III III=111� I I1=III -1 f I, i I II II I II III=III III I I' I II �I II �,I 11= (2020) lI $ II RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FI FV VARIFS/14­�\ SEE TYP. WALL SECTION SCALE 3/4"=1'-0" -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.-/Iff 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E - �t _ " L °° 6 MIL VAPOR II I o _-z I I BARRIER , D 4 I IIII— � • 11= N COMP. SOIL. ° (COMPACTED TO 95% —I I I =T=III = MODIFIED PROCTOR III I I Tl 1=1I I- I I I ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT.—/ (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE U.N.O.N 4"" V-8" (2 STORY) U.O DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q-1") OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14'" O.H.D. RECESS PAVERS �M -f17 1TI= � "" - - a 4 00 I I III � � e ' " • • �� • III—� I•�IIf a.,'- � , �. III=1 SEE A/S3 OR YS6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS F -1 EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. V-0" ot (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 21" x 6 W1.4 x W1.4 ATTACHMENTS 26 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z 3 1/2" MIN. 3 1/2" MIN. '. A.F.F. p -P 2x4 CONT. u ° _ III=11=1=1'31 /2"(min.)- 4" p b . ° — I I=III-Th 31 /2"(min.)- 4„ I- N _ __ —I LI—III,00 —III—i I I - GARAGE DEPTH VARIES 31l2"(min. -4" Tr= 31/2(min.)-4"=1Th111 I I _ II i� =1I1=�-III 1T=III =1I1= I I Tf—TII— TI I �' �— —I 11 I i Tl�l HIM I — (2) #5 CONT. 4„ " -I i 11-4 i 8" (2) #5 CONT. 4„ GARAGE SLAB AT STEP rB U.N.O.ALMIN. TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEARWALL C C rcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 cOc` • � S�CU -�0E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY cQ`� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10"-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "" "" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w' (10) SIDE IF APPLICABLE. BOLT INFO. 5/8x6JBOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN, LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10) 10d NAILS SPACED EVENLY �, FIBERMESH WEEP SCREED INSTALLED BAR Q BOLTS 6" MAX FROM ^ 6 x 6 W1.4 x W1.4 N TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS w o END OF 2" x PLATE WWF OR FIBERMESH �, E ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE 40 MIN. F - 40ksi v GRADE o z #3 & #4 LAP SPLICE a e MONO OR STEMWALL ? r ° ° M — — —_ D u FINISH GRADE 25' MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fv- 60ksi Y- ] � g III—III=1 I ( L D r;-_ I F o I I I I 1=11� I I1- T FOOTING MONO SHOWN °O —il— =1 I I III ° ° - °° W I� - ° • - - I1=1 III I III �T FOR CLARITY z 6 MIL VAPOR BARRIER i P 1= I ° I I III o: I 11=III=11=1� _ 51111 11=T 11 0. r LMI1=1 r #5 REINFORCING BAR #5 I AP SPI IC F R 1 7/8„- — II-T=T-1TI I1=-1i1 I1=III=� NOTE:*FOR BEARING WALL `." COMP. SOIL. (COMPACTED TO 111 I • ° _ I= III- W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 1= I-1TI=T=1I I= I IEL.;T 1I D1557) =1T_I III,=—, T,�111,�,11 III�� T 4"" 1,-411 FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 __ _______ __ e • _ _ =(1) #5 �REBAR w/ OPT. ' I=1 11=1 11=1 I I- 11= 11=1 11= 1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311O.H.D. RECESS CV � M }— a T a M e d' I 00 1=IIII SEEA/S3ORJ/S6 1IIII 111-_,III,,, I ,l�lll FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2, HOLD GYP. BD, 1/2" FROM SLAB CONT. BEAD SEALAN Q INTERIOR • -3 1/2" d a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB e M BARRIER REBAR DETAILS (�t) SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ i MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE �^ j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE a CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT c Q > w/ MIN. (2) #5 VERTICALS E > w FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) M WWF OR FIBERMESH ; Uj a d BRICK PAVERS or SLAB PER - COMMUNITY SPECS ;III .I 11-1 1-1 � 1-111=1 � [=1Ti- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0000.�. ...�., .� ..� (2) #5 CONT. —III-II , , , I I ... , , J ON 3" CHAIRS (TYP.) 8" 1,4" 8," 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.0.) � WWF OR FIBERMESH d � E SEE A/S3/J/S6 -` I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND' PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. C"7 00 � GRADE w z W � • w U 0 0 in 2 • • • 0— _ Z Q U- � Cr FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ers Cn - CD W 1 W co aj o CC V N N R O N O � > E L C �C=•--M In a E a p t` 1I 4-W CRd, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 o E 0 G€ 0 N N m 0 00 ` N � rn op N n �; H 1.0 �a NO Z q a mLL /x 111 V J W -o a Y W��c,,'°' O "of Z U N ZILQ J 0 z N OU U o W o ❑ QD N M z N65 og � o Q E3 �-1 W N C CJh 0 4-1 w '° U OLU � w F W J mi = r m U o N CID - N CA ti o c9 w z ri Ezp Q O EV zo a° >q zo o a iCM ro M� 00 o E v pa Qo g� a w w 7 0° o� ° n z ` C n m a FL dz J E�� ;O d H C J v oQ o 3 N O � O J LOLO m F- L CN O N Y _ co O rM r^ V) o � (/V) L o O d-Q0LO ,— r r U') +> (V cc 0 z z � E Q y av � Q o a) JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. S3 (MONO) o, i m v rn LO Cr C Q 0 0 J co N CO 0 I N J LO LO L v v 0 0 0 J co N 0 I N cV Li 0 LO i LO LO cn• 0 C 3 Q M O a N E v n: 0 J N 0 t) v 0 6 0- rh N N Lo 0 0 Of W 4 Q m 0 N 12 \((TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK l''- ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" FA2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 0d NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T, PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX F— W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER = 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN CL DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 ° a4 $' STD. 90'HOOK $" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 3O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SL� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD_\ 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J a w > P, 0 FORM CREATES CONCRETE RECESS TO 7 2x4 (NO)_ 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB /-8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a ° a '° e ° a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�Npo� 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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 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. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET FOP a 9ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK ("K SCALE: N.T.S. S4 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 V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (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 wl (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 i SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) v O/C FIELD ? a 2x TOP PLATE T 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK -Mt- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48., SPLICE STAGGERED • N V ' J C; 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ [AN 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTELS ` SP4 SP4 SIMPSON SP4 0 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE !— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. c+ e1 N! c C" d ®' > W C2�o =- ' o cc m K = I- a N 10 O d E s c d � ` a � 3 dd � � T ate• „ N fl- a to ar;. ° `Iv Wr 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications Contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a ot o M 0 � W a) N W N _0`° cn0�•° l Q C J L� 4 z, U_ LU M U a �+ ta Z 13 --o a, 5 Y ,oc " _ 0 O �0 X.0 W G 0 r O ��6jO' m w ., Z Cl)MZ 0 s Z N O U U C) N M o z z o � Q J N z QX LL w � ° U O WW_ o un l.Lf J F _ E I � o � • C 0 w M J � � 4 � U_ C6 E z o ZQ rog co o E &a 0, � ao az W cn R az ' 0E0 a� niz o� J0 Z W= J o wlu 4 ;0 M v ola a r ° 3 O = >� J LOLO rn Q cD N N C)= O U L_ F- N m m c� LO T � m Q co T 04 d' m '\ L0 �-- Cho LO T ui M 3 N co U 0 Z E Q 2 a U _ ¢ o JOB NO : 23-06128 SCALE : AS NOTED SHEET NO. S4 LT m rn LO v N Q 0 0 J 00 cV 0 I N i J m LO Lo Cr O C 0 N O J N 0 I N M N 0 LO 0 LO LO L a N 0 5> CL d E 0 c c a 0 v 0 LZ N 0 ai 0 6 a N 0 LO a� 0 0 0 Z W m 0 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9 j� SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, �1J^ SCHEDULE FOR SHEATHING DETAIL SCE H IF >9" SEE 1 O/S5 ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ' SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 1 EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' 8r (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)1 Od TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED OS T HE 10dX3" 3" 0/C @ CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O,C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING H DULE FORS EATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od / 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ /�_A'T FROM RIDGE FASTENED AT EA. END " BRACE TO EXTEND EACH JOINT w/ (3)1 Old & (2)1 Od (NOT REQ'D WHEN /• LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ // LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALLL111- SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2"CDX PLYWOOD OR CDX PLYWOOD OR 7,116" @ 48" 0/C FOR THE / (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W! 10d NAILS @ 6 O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM 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" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 N "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 60 1 1 00 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 " 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD 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, 8d @ 6"O/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Old NAILS @ 6" O.C. SIMPSON HGAMI OKTA W/ (4) EDGES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL [ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4' O/C (2) 12d TOENAILS LL B.U.C. NON —LOAD BEARING LOCATION SAME NUMBER OF ROWS SAME SPACING) )1E" SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (*�8 SECTION g — h ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 1Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Old @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L--CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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'-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 20'-0" MAX "X" BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 481, Q.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS III-�� !'; � 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 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w Ci w 0 o ' O i z o w w O , 0 Q o Q b X a O iS Q d LU w AS PER BCSI SCISSOR TRUSS 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 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 era N O =B W J L O N — m x N O N t N d O d 3 co �L,d-9 Lv 2 . 7 � La ra% ,F iJ N as T C.& Itz• T.- -_ F L O j�a S 10 �NX���°�� 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 ,h}• Q 0 E 8 N .! 1,_, V O R 0 N N N a M v ° L Ju a �; Z Loua - a Y `° _ } = @o L o :3 CU p Y W W �pj6' m w LLZ � co a ;^ N O 00 Z U N M _ o � N O Q -o tl � aN ® m U 0 V) ,,,11 o Ly R wa U E 1 / O U, N Y N - o w M J y Z < Q ll CE z� ao<� Zo ; S oa CU F-B 0. p E o ¢ o dz cQoz It o W J c Q O =ma �_ OZF c pU cg o� < zz ao U W C/) T wLL � w o Z w¢ as o< ° �C) 7 J LO LO ai rn Q c� L N O N = CU O y M cc LO Q M co N C0co L0 r (0 T E N Cfl o z z E O N N f9 a E o c� a m Q o c o�i JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. S5 3 m rn L0 0 0 N O a 0 0 00 0 I r J Q7 �f- L0 LO 0 cV, 0 0 J 0 I N C14 0 0 L0 L0 0 O i N 0 0- CD E 0 _ v J a. 0 0 v U J m 17 M 0 0 0 0 0 M CL- LO 0 LJ m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*7t 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ,; ,x4 APPROVAL FOR CONN. 1x4 APPROVAL FOR CON' 1 X 4 LONG X 3/16"0 P.T. FURRING �� �� 3/16 QJ X 3 LONGFURRING TAPCONS 2 ROWS 3/16" x 3-1/2 FURRING TAPCON. INTO TAPCON. STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" Q.C. & 4"L1111X8 FROM EACH END w/ MIN. X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x1 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 3-112° 0x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRWI 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 ?x DFTAII ? 114" DFTAII STAGGERED @12"O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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 J 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 1/4" MAX ir NSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ' 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK I 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 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 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB) (TYP) STD. 90' HOOK (1 T 7/ 41 r:'t NOTCH WEB AT FIRST 2 COURSI ;APACI I T = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 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) 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 1,7 JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 CONT (MAT(-.H TRUSS DEPTH 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 L SCALE: 3/4" = V-0" SS 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 REINFORCING. PROVIDE LOWER D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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. 114" 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 CUNT. 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. INSTALLv4'7`� u REINFORCING AS FOLLOWS:—� SEALANT - * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. I_ _T11- 1I- * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° I I I-1 I J=I 117 * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL \ REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP u. p . e I -I I G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c° ., p Cl)REMAIN FREE OF MORTAR. 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 MORTAR.) 16" MIN. (1-STORK (3) #5 REBAR. (2-STORY) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 01 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. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" �R O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD TD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od YP.) ACHORD, FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL NOTC @FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C, +2 - w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CCC AIlVTC 4 017I n\A/ BRG WALL TYPE — PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA I— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + +7<FNOTy + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF RHFFT n,) Amin SIMPSON HTT4 w/ (18) 10d x 1 1/2n NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 31-. - I -v Z 0 a U- 0 W U Q H U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e d: FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •e OVERRAN b ; n' a RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" NISH F >, . P #5 BAR iD 0 10 ° p. e . .• ° CENTERED W/ .. ° .. IN TOP o • KNOCKOUT / N a ° CHAIR BLOCK MONO FOOTING e SIZE AND REINF. PER PLAN ° AND SECTION DETAILS CLEAN FILL .► e • ° 6 z DIRT ' .°, ° STANDARD o 99 HOOK N #5 BAR IN FILLED CELL, , STEMWALL FOOTING SIZE AND RLAN MONO TO STEMWALL FOOTING REINF. DETA AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. U) N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a� o r' CAI' C3' d =o a u+ H ea o as cr- „CIO max• .� c A CD l ko , 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. � " P W h.. O E OM Q O M 88 �q- ,s v/ M O ik iJi. v Ca LLr' a J _ W ;� z warn o- L 0 o� :2 9 � 15 W o m 0 W U) m w 00 N Z rLL Z N O U < U AtA W o 0 M � O 00 N Q E3 M a N (D o U- CIO a O�,o N i:�f Y r .) v N i-.- _ y I E N O> r_ W J a N E ;i 0 4 N M- O E u o z z� oa ca H r0 ¢ -, �o w � 00 U O p G ao O K �z h ' L wo � <Io p U 0 mcu h m G W S a8 C/a a OLL� az Ww CD O w ¢ 0 = 0WE _�� J LO LO fT 0 Q CU :3 O N = '' co 07 O r V) m 00 co LO T— m QI p W CN o mN LO T— CO U') T N N Z Co Z E Q ch co E a >_ c a U Q CI JOB NO: 23-06128 SCALE : AS NOTED SHEET NO. Sis 1.. 1 1 1 1 rh, 11 1 i 1, 11 11 1 r I- I F---F 3 E m rn LO LO v 0 C� a 0 O J 0 cV co 0 I i J m LO LO v 0 0 0 0 J N C) 0 I r� N 0 LO Ln cnn 0 i o+ Q rh 0 i E E 0 x v J a 0 v 0 J LZ N 0 0 0 0 a M 0 LO as 0 d Z W S a m 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) 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 — AT 12" O.C. MAX HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1 /4"x2 1 /4" TITENS EACH I1IMI:I4_MT11 V.,r ir.vvv..BEAM a@ RAISED ENTRY CROSS BRACING DETAIL (TYP.)K*--j HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL K4 KNEEWALL @ ENTRY FRONT WALL r6 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS _77 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: FRAMED RIDGE MAY CONY. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 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. DB 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 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS 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 K7 SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC41Owl 16d INTO HEADER & (14) (1 SEE PLAN L. FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS =4zz-v/ INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" Q.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER 716" NAILING SCHEDULE 2x4 #2 SPF BRACING @ O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS TEOP F INFORMATION. BOTTOM CHORD PSPAF VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ' SECTION @ ENTRY 8 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. �T SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDUEDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ i (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. lC • GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER q CENTER OF POST 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON �. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN d°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. • • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP DUT 39 SCALE: NTS DETAILS &SECTIONS r� C= N c C" o L c �o Lj C.cc pmX �. CM N tC O a.- y Q N � 2 d a E t do^Q 3 M itt ai :u s :® = r= M fl..' �e3 &,P o vv/v ,,�� • Si b �v •; J �6"\ V, - sr •. FL� - lillll!! 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. a' � "41�'�ZrFj�(Ey � �� 1 A �d'4 . W O M ° Q o a ° o NCWo N r• 5coN 0 _ Lo H Cl)N � # re LJi iw01 to r M V EL Z MC L O CV CD O H W 02 .,t Z N Z ° Q coN — Z O U IL O t W ❑ ❑ b 0 N z o � _J d N U) N a C3 �o 1Il — U_ a/ T a r..0 Y U Q) O o N v N .) ue.. c� C k� 8 Imo... u U a c Y —®mom • o z w cMi J a o�a Z 2 c E o a E m a 20 00 a E o C.0 &a a 0< L, w� o �w C ¢o _�0 mo m J �m �w �z < a< g0 W to CD 3 o w LL a w o� w = 3 w 0 ; v omio 00 a zla 3 �O 0 M = LOLO rn �L Q L N (0 O =; N N J CD :co O Y U) m CIO LO Q� O 04co 0 04 m •OCD LO LO L T E M w Cfl N o O @ a E 0 _j Q 0 JOB NO : 23-06128 SCALE: AS NOTED SHEET NO. D1 m rn LO L v U 0 Q CD 0 J co cV 0 I N i x J m Q7 LO LO ID v cn� 0 .o 0 0 J 00 CV 0 I N M cV O LO i LO LO CT 4 3 a N 0 i a E 0 `v J 0 v U J N 0 0 0 a M O Lo 45 0 0 Z W Q a 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK K ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 1 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 DO NO- BOTTO, ci nnir_r FOLD UP WEATHER RESISTIVE BARRIER & \ TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING= SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIST UNDER DECKING (SEE DETAIL WP07) ED FLASHING LASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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-r \e 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL-`, PRODUCTS DETAILS TILE FINISH------_ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK-----_ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as I# in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts a 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED 6. Fold as shown by arrows a 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN �J 8. Mechanically fasten as necessary II SLOPE a a a O 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER U) m ¢I g g CL a Er IL a = w U W Lu S � Lu Q � W O �- DOOR ROUGH OPENING WINDOW UNIT 01 nnc FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR PROOF CAULKING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 sheathing of all exterior walls No 15 asphalt felt shall be applied 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 O 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 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WINDOW FLASHING 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, o (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 EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 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. Water R sistant Barri r 7.7.At built-in clutters. :LF-ADHERED FLASHING ETCH �HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I3-1/2" INCH FLANGE .-1a II �Iv PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL, CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER e e Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT OENTITIOUS FINISH RAL FRAMING RAIL SHEATHING SAF PLANE WRB .AK WRB 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 / e KRI 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 00 Cn ® c 0 cp W ae o CO C> CV -0 LI] 1G a N 16 o i Vf -L us o sa cg � Q CV Y dc c� a ac .ea �^ as �, a� M CV O CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. gar""", to W IMAM O 0 U N 0 R t I O UJN y N W o? N Al" '- H in ti a J N O 2 LL N m 5 J Ss �Af 4 ,n co � 52 � W J LL d W tl WIL w o =O (0 N c0 yi w IVl W 3 in2rnrn m - NZ Q Z N M J F O U U O N W ❑ ❑ M N h O 00 z Q oQ J n- u, �.1 �,1 M Z � o lL T w Q) O VV) L✓ � c� c E 1 i =� l ) o M M J m ¢ p yS w z Z Q ri E E03 ° zo oo F=o® >M Q� H N o E 20 0¢ o wo UO o o¢ �z �w L � Qo O U mo F. Z F O2. m ao WoLL cf.) 3:o -.0 oLL w CD M dr 0 , u N 0, 2 I- L (0 O N :3N m a..+ m ca Ln r QI a-1 0 m W 04 m III N CD L0 LO coLO T- E C�o z° ca z E N CCU d U 0 Q JOB NO : 23-06128 SCALE : AS NOTED SHEET NO. WP MHi�jRic�AN� Mounting Brackets (10 Gauge + t2'x4-1;2"X2-12" TT Back Cross Support (May be (u: tO W) See Ajitchor Schedule g r. g i p.^ 'S 7IF RigI rt Lr fa et 1.16's.3ta. uge) 10 2" DHa, A325 Ga Iv 1 1Tyf7.1 Q ,C CIO " ' ` ff 14 S1 lf-Drilling. Screws NC t)+Tit Batum Edge # i-iurri ne Strap (Typic 1I 3 in front) Washers �� Front Cross Support aeWLockirig Nuts (May be cut to W.) Left BracRet (1615a ge! f1145el -Drilling ScirevvssTbru Brackets tS fiacck Cross Support Into JRf[ Unit Bottom Side (Typic* 3 cach side for hurricane use) `-an=elir_ rile-iLlUrrci vcr-istcra-arc frt-I" xnt}r eaei'i 1-lesrr LJdadAlr 11— Exr itrz�pracf Raciessalt steel Eirs tug nvAillblar upon rayuaat id d rift Ai fee wilt apply) code Type Version Manufacturer Affirmation 2020 Smen Vent Products Inc, Category: S[rubtural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from e. Florida Registered Architect or Licensed Florida Professional Engineer FL 45922RS Products s Product Modal. Number or Name I ;manVent Model #1840.510 2 8 arVent Model 41544511 3 SmanVent Model#1540 520 4 SmanVent Motlel#154P521 5 SmanVent Model#1540,524 6 SmanVent Model#d546S0 - SmanVent Model 41540 57 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ent 'r CDoAxn Enal... r& License Validated By Michael Graham Hermes F. Noero P.E. Locke Bowden P.E. (877)441-8368 PE-73778 03 4)300-1800 infoCione riventcom Product Description Dual Function Flood and Ventilation Vent Dual Fundfim Flood and Ventilation Vent Insulated Flood Vent Insulated Flood Vent 168.qud; Garage Door Flood Vent Wood Wall Insulated Flood Vent 14.5&qud: Garage Door Flood Vent Page 1 or 1 12n612021 Data Ms. pale Poncho Date Validated Submitted FBCAI)Droval Appro. Status 12/16f2020 12/16/2020 IV2812020 Approved QUNIty Assurance Approved for Use Approved for Use 1mmi P"icn Contract Expiration Date in HVHZ Qutstde ill assistant Pr�u 12111r023 Yes Yes NIA aloof --IN 12 MI123 Yes Yes N/A +100A1D0 121312023 Yes Yes NIA +'IO0A1D0 =112023 Yas Yes Nok +10DA109 1213112(1 Yes Yes N/A N/A I MI2023 Yes Yes Nv% +100A1D0 12)31/2023 Yas Yes NIA NIA Florida Department of Business & Professional Regulation Page l or Building Codes and Standards In412021 Product Approval Application Detail Code Ectite or Date pate Data Pendmo care Tvoa vanillin Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Auoroval Armand Status Revision 2020 Drexel Metals, Inc. Jason Shumate Zachary R. Priest Locke Bo din P.E. 08/10/2920 081091202D omclQo20 1(VI 32020 Appro. ci Category: Roofing i502j 303-1511 PE-74021 (334i 300-1800 Subcategory: Metal Roofing Nhumetegdiomn.4.rom Compliance Method: Evakiation Report from a Florida Registered Archaecl or a Licensed Flonda PrWessional Fnghear f L4176ifl-efts Fr ducts; Quality Assurance Approved for Use Anxim"d for Use Impact candor Sea Is Product Model Number or Name Product Description Contract Expiration Data in HYHZ outside HVHZ eel t nt Pressure 1 Orexel Motel Roofng Systems DMC100NS; DMG 150SS,DMC 1756, DMG20D5, 12/312025 Yes No WA +01-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 or4 3!&rm ,. f'A Nn w,2R- �..,. �i --'. w5,--. ,.��. .. � � ..k. <4 _"!_4Y�..'�_,rz .. �� ., r- �.... r'.. .,� 5j e. �.1 ?-n,k-ei.: � w-v_ ,. ,Y-, - �- --. -,. •s. Code Entity a cars palts Date Pandmo OMe Type Version Manufacturer Contact Enainear.& License Validated Be %rallulairld Submitted FBC Approval Aopmved Status Revision 2020 Therma-Tru Cerpomtlon Steve JasoveCll Lyndon F.Scherdt. P.E. Ryan J, King, P.E. 04115nl)21 12J3112020 041222021 OW6/2021 Approved C..gcv: Exterior Doors 000)843.7628 PE-43409 1813i 767.6555 Subcategory: Swinging Exterior Door Assemblies 5faspersonCthermatml.c Compliance Method: Evaluation Repel from a. om Fiords Registered Architect at Licensed Florida Professional Engineer F1-420461I Products Quality Assurance Approved for Use Aooroved for Use Impact Desian Sao # Product Model. Number or Name Producl Descriation Contract Explratlon Date in HVHZ Outside HVNZ Resistant Pr.-- 1 a. Therma-Try Fihsr-Clessic and Smooth -Stier Nominal 6&#39:8 BqJ Ct lmpadBq UIX; Opaque 12f312626 No Yes Yes WA Composite Edge Fiberglass single Door (InswingrOutswing: X conggursfan) 2 b. Therma-Tru 191da,Clessic and SmoothSter NanNal 6&939;8 &quit, Impact&qwt: Op. qua 12(31R028 No Yes Yes N/A Canpoats Edge Ftberol Singfe Door rivith Sidellte(s) pnswingioUtsr4ng: XO. OX or OXO configurations) 3 c. Therrtm-Tru Fiber -Clasen and Smooth -Star Nominal 6039:8 &quo: lmpact8quot Opaque 12/3112020 No Yes Yes Ni 4 d. Therma-Tru Fiber -Classic antl SlTmlh-Star 5 e. Therma-Tru Fltl.r-Classic and Smooth -Star 6 f Therma-Tru Fiber -Classic and Smooth -Star 7 g-Therma-Tru Poer-Classic and Smooth -Slat 6 h. manna-Tru Ffldx, Chssic: and SmeilMSlar 9 I. Therinfi u Fiber -Classic and Smooh-Star 10 1- Therm.-Tru Fiber-CI-1. and Smooth -Ste, 11 K Theril Fiber-Classlc. and Smooth -Star 12 1. Therma-Tru Flbar-Classlc and Smooh-Star 13 m. Themla-Tru rlher-Classlc an d Smodh Slar 14 n. Theme-Tru Fber-Classic and Smooth -Star 15 o. Therma-Tru Fiber -Classic and Smooth -Star 16 p. Therma-Tru Fiber -Classic and Smooth -star 17 q. Th n -Tru Fiber -Classic and.Smoath-Star Composite Edge Fiberglass Double Door svth or '!Ithal Sldelites (Inswingraul—mg; XX or OXXO configurations) Nominal 6&#30 o &quotAmpacMci Opaque Compoelta Edge Fiberglass Singh, Door (Inawl g/0 t Ing',X: fig tip) hrcmin I 8&#3a.;0 "quITPuoiAqet Opaque Composite Etlge Rlbargla,saSingle Do—fth Sidelitels) f Insw nglOuls ono; XO. OX or OXO configurations) Naninell 6843g:0 &qud:lmp.ct&quct Opaque Canposit. Edge Fiberglass Double Doawith or '11ithout Sldelites (InsringlOutstling; XX or OXXO configumlionsl Nominal 6&#39:8 &qu N:lmpart&quot Glazed Composite Edge Fiberglass Slagle Do. (Insx/in9f0uts4ing•X t.fimJration) Nominal 6&#39.8&quot impact&goof Glazed Composite Edge Fiberglass Single Doorvlith se.11te(s) (InsiJinglOuts,nng: XO, OX Or OXO crnfigurmlons) Nominal 69#39:8 &quo:hllpact&quota Grazed Composts Edge Foa gl ss Double Do —with or v.4thoutSmarRas Irmaa1 10utvi or OXXO g rnng. cmllgurade l NoThal 8&#39'p &qu M,lmpocl&gust Glazed Composite Edge Fiberglass Single Door (InswinglOutseIng; X configuration) Nonin 18&#390&quotlmpedliquot Glazed Composlte Edge [Fberglass Single Ocorwith Sldelll ( ) (Inswini XD, DX or O.XD cmfguret ors) Nominal 881 V &qugt Impaa&quot Glazed CompostsEdgeFiberglass Double Doawlth or without Sidolites (InsnnglOutsmng: XXgr OXXO configurational ricull 8 6&#39 of 1 [ id: Glazed &qu mp &qu. Molded Open CamPosite Fd9mbar lass Single Door 1l g(Out 'ding X figuiadon) Nominal 6&*39,8 ,Glazed Molded Open Composlte Edge Fiberglass Single Door with Glazed Molded Open 5,16itei,a) (hawing,out-ing XO OX or Coo configurations) tlmllnal 6&#39 a &quo[ Imp c[&goof Glazed Molded Open Composite Edge Fiberglass Dcuble Door with or without Quad Molded Open Sidelites (Inav9ng/Outswing: XX or = configurations) ns) Nom#39:8 &quablmp.ct&quoYOpaqe Can oslte Edge F bar91a S n 1a Oowith Molded Open Sidaliters) tlnswinglOutsVing: XO. OX or OXO configurations) Nominal 6&#39 8 &quot Impact&qu t: Opaque Composite Edge Fiberglass D.N. Oberselth or without Glazed Mooed Open Sidelitee (Insuring/Outseing; XX or OXXO configurations) 12131/2026 No Yes Yes NIA 123l/2026 No Les Yes NIA I M112026 No Yes Yes NIA 17/31/2026 No Yes Yes N/A 121312026 M. Yas Yes N/A 121312026 No Yes Yes NIA 12r3112026 No Yes Yes NIA IM12026 No Yes Yes NIA 11/31/2026 No Yes Yes NIA 1112112026 No Yes Yes WA 12)31/2026 No Yes Yes NIA 12r3112026 No Yes Yes NIA 12J312026 No Yes Yes WA. lM12026 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1WO21 4 Code Many or Data me Date Pendina Data Type Version Manufacturer Conrad Engineer& License V4idated BY Valldated Submitted FBC Aoomral Approved tSatus Revision 2020 POTlndpstrles Jcns Rose^ski "lairs -Dade BCCO -CER MamFDade "Coo -VAL 11/1,2020 10/26/2020 11Q412020 APpr—d Category: Extorter Doors i941) 486-0100 (7661315-2590 Subcategory- Sliding Exterior Door Assemblles Ire6eeSkilgopfndeatrue- CampliamftMethod! Certification Mark a Listing em FL0951 A33 Products Quality Assurance Approved for Use Approved for use Imeact Desian ean4 Product Modal Number or Name Prad-t Description Contract Ezpaalbn Data In HVHZ Outelda HVHZ Resistant Pressure 9 SGD567a(Large Missile fi l lfnyl String Glass Door 04/1412021 Yes Yes Yas N/A March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72 lease proAde the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product description Approval Number(s) Test Pressures Exp. Date 1e EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.81-87.0 psf 1 /81/20218 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0468 +67. 1-5 ..8 psf 12/31/202 ThermrsTru 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 +31r0/-35n0 psf 12/31/2023 Wayne -Dalton Series' 8000f8100/8200 ##11 3 18 7 2 � � FL8248.10 /- 30.0 33+5 psf 1 / 2 31/2023 Wayne -Dalton Series 8000/8100/8200 ##1124 (18, 7) FL8248U11 +34,4/-38.3 psf 12/31/2023 D. METAL LOUVERED RS +� Curriesr� ivision of AADG Inc 'ate' t 607 707 727 747 and 847 Single 8( Pairs of Doors r t t 1 � '�'t "� FL11537A N/ see inst h ' A (see � t� 1 3 +� ++} 2/ 1 /L.�i` 2. WINDC?it'iW'S A. SINGLE HUNG MI Windows and Doors Series 185 FL17499r2 +50.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL18803 +60r0/-50.0 psf 6/22/2023 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351A +55.0/-55a0 psf 2/16t2024 Pella Corporation Series 10/20 FL11161 +30,01-30.0 psf 3/27/2023 Della 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 FL2415 N/A 4/30/2025 Pella Corporation Series 10120 FL5694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fred FL16280 N/A 5125/2031 D. MULLION MI Windowsand Doors Series 574 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261,1 NIA 5/2+612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and 'Vented Vinyl Soffit FL15272,1 - 171_15272.2 +75.0/-75.0 psf 12/31/2023 Alpha .Aluminum, inc. Solid and Vented Aluminum Soffit FL16544 R5 +54. /-542 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 IA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underfayment FL12328 N/A 6/29/2023 PI lass USA, Inc. for Tile Roof) Yg ( POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Midge Vents FL15918A - FL18918.4 NIA 9/9/2026 Florida fetal Products, Inc 'Vent RV10 FL21580 N/A 12/31/2024 Lomanco, Inc DA-4 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 12/1/2025 Boral Tile Saxony 900 FL7849.16 - FL7849..20 IAA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSt DMC 150SS, DMC 175S, DMC 200S1 DMC 51V FL17679.1 +0/-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Products Glalvainized Steel Storm Panels FL15075..1 - FL15075,2 N/A 12/31/2023 All American Shutters & Glans Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Simp Strong -Tie g see chart B. TRUSS PLATES ITIW Building Components Alpine Truss Plates FL1999.1 - FL1999A N/A 12/31/2024 MiTek Industries, inc., Truss Plates FL2197.1 - FL2197,5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLt PSLt LSL FL5527A - FL8527,5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-030,15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1 7 4 N/A 5/25/2024 The products listed below did not demonstrate product approval at Ian review, I understand that at the time of inspection of these duct the followi infbnnati n must p p pP p p products, following c u be available to the inspector on the 'obslte° 1 copy of the product approval, 2 i 1 1) py p pp 1) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Paget of Building Codes and Standards 1f2S2022 Product Approval Application Detail if grw y, £' '. 4� ~d 44 k'"`� €.. �Zrx' .. l cs'A ^33 `\`+st'-n�iak -� 4 i^ { Yi �U' Y !� a. e�.�yG3 -*`e.^a'f _r f•, ;`.F'is, 'E^ `� .T'. R. { _.+...� +�.tYal`.,n .w. ,t`fis, -,.�a��r 3. trio.. � ., ;-»�'��°, .l',s %., o tfl.�F . �:.,.�� .�"✓=5 .��w .�3.i� r. ,. _e. n Code Entity or .Dig Data pate Pending Type Version Manufacturer Contact Encilneer & License Validated By vaidatect Submitted FSC Approval Approved Status Revision 2020 Therms-Tru Corporation Steve Jesperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 072312020 07/12t2020 07/2912020 1Oil 312020 Approved Category: Exterior Doors (BOO) 843-7628 PE-43409 (813) 757-6555 SubCatagory: swrging Exterior Door Assembles sjasp.m.notheurnst-do Compliance Method: Evaluation Report from a F-A. —el— ernhe —. I Imo — 11— m sell * Product Motlel. Number or Name Product Description 1 a. Thomil ru Fiber -Classic and Smooth -Star Nominal 8&40398 &quot Impact&qual Opaque Compcsde Edge Fiberglass Single Door (Ii-Angf0utswing X —figuration) 2 b. Therma-Tru Fiber Classic and Smooth -Star Nominal 88.#39 6 &quot Impact&qupt Opaque Composite Edge Fiberglass Single Door Wth Sidelites) (Inswna/Outs,,ang: XO, OX or OXO configurations) 3 c Thermo-Tru Fic—Cfassic and Smooth -Star Nominal 6&439;8 &quot',Impact&quota Opaque Composite Edge Fiberglass Double Door with or Wihout Sldelites (InsMAngJOutsaing; XX or OXXO configurations) 4 J. Therms-Tru Fiber -Classic and Smooth•51ar Nominal 8&#3S0 &quotlmpacActind j Opaque Composite Edge Fiberglass Single Door (I nswnngfOutswdng; X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&039;0 &quoklmpact&quo£ Opaque Composite Edge Fiberglass Singfe Door withSidelites) (inswinglOutswing; XO, OX or OXO configurations) 6 f. Therms-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quot;lmpact&quot Opaque Composite Edge Fiberglass Double Door vrith or without Sidelites (1nswing/Out-ing; )Xor OXXO ocnYguratona) 7 It Thermal-Tru Fiber-Classlc and Smooth -Star Nominal 5&#39;8 &quotlmpact&quot Glazed Composite Edge Fiberglass Single Door (Inswing/0utswing; Xconfiguration) 8 h. Therma-Tru Fiber-Cfassio and Smooth-Smr Nominal d&#SQ8 &quot:lmpact&ci Glazed Composite Edge Fiberglass Single Door with Sidelites) (InswinglOutswing; XO, OX or OXO configurations) 9 i. Therrnni Fiber-Clsesic and Smooth -Star Nominal 6&#39:8&quotlmpact&quot Glazed Composite Edge Fiberglass Double Dox-vath or without Sidelites (ImrvoinglOutsming[ XX or OXXO cpnFlguratlons) 10 J. Therma-Tru Fiher-Chassic and Smooth -Star Nominal8&#39;0 &quot;lmpact&quota Glazed Composite Edge Fiberglass Single Door (I nsw4ng10uts1 ing; X configuration) 11 k. Thermic-Tru f91er-Classio and Smooth -Star Nominal8&z139;0 &quct Impact&quot Glazed Composite Edge Fiberglass Single Door Won Sidelites) (Inswing/Outsw it XO, OX or OXO configurations) 12 I. Therma-Tru Fiber-Clsesio and Smooth -Star Nominal B8#39;D &quotlmpact&quot Glazed Composite Edge Fiberglass Double Door Wth or without Sidelites (Inswing/Outemng; XX or OXXO configurations) 13 in Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&929.8 &quotlmpadt&quot Opaque Composite Edge Fiberglass Single .Door Wth &quot;Nlon-Impact&quota Sidefite(s) pnsvAngloutswing; XO, OX or OXOcontiguraticns) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939;8 &quotlmpact&quo; Opaque Composite Edge Fiberglass Double Door with &quot;Ncn-Impao&quot Sidelites (InswingfOutsweng; OXXO configurastil 15 o.Therma-Tru Fiber -Classic. and Smooth -Star Nominal 8&039;0&quot:lmpact&quot.Opesque Composite Edge Fiberglass SingleDoorwith &quot;Non-lmpact&quot Sidelite(e) Q nswinglOutswing; XO, OX or OXO configurations) 16 p, Therml Ffber-Classic.and Smooth -Star Nominal 84#39; p&quot;lmpact&quob Opaque Composlte Edge Fiberglass Double Deorwlth &quotNon-Impact&quotEldelltes (InslMngfOutsvdng; OXXO configuration) 17 q.Therma-Tru Rbar-Classiolaid Smooth -Star Nominel8&#39;8&quot:Non-Impact&quot: Opaque Composite Edge Fiberglass Single Door ff-Wifig/Outswing; X cn nffg.mr ion) 18 r Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39i8 &quot;Non-Impact&quo; Opaque Composite Edge Fiberglass Single Door with S ciali[a(s) (I nswingiOutsNdng; XO, OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&,quot,Non-Impact&quot Opaque Composite Edge Fiberglass Double Door With or Without Sldelites (ina+/ing/Oubaming, XX or OXXO conhguratons) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&439;0 &quotNon-Impact8.quot Opaque Composite Edge Fiberglass Single Door (InsvnngfOulswdng; X conhg—fish) 21 u. Thermal Fiber -Classic and Smooth -Star Nominal 8&939:0 &quot;Non-Impact&quot Opaque Composite Edge Fiberglass Single Doorwsth Sidelites) (Inswing/Outswing XO, OX or OXO connauratlonal 22 v. Therma-Tru Fiber-Classieand Smodh-51ar Nominal 8&#39;0&quot;Ncn-lmpad&quot; Opaque Composite Edge Fiberglass Double Door vAth or without Sidelites (lnsaringlOutswing; XX or OXXO conflgurations) 23 w. Therrini Fiber -Classic and Smooth -Star Nominal 51509:8 &quct;Non-Impact&quct; Glazed Composite Edge Fiberglass Single Door firevingfOuiswing; )(configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#391.8 &quot hilon-Impact&quot; Glazed Composite Edge Fiberglass Single Door with Sidelites) (InsWngJOutsviing; XO, OXor OXO cohflgurations) 26 y. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#39;8&quot,Non-Impact&quot Glazed Composlte Edge Fiberglass Double Door vAlh or lnithout Sldelites (InswingfOutswing; XX or CXXO configurations) 26 z.Therma-Tru Fiber -Classic and Smooth -Star Nominal 3&#39:0&qust:Non-Impact&quit;Glazed Composite Edge Fiberglass Single Door (Inswng/Outswvig; X configuration) 27 za. Therma-Tru Fiberr-Classic and Smooth -Star Nominal 8&939;0 &quotNon-Impact&quot; Glazed Composts Edge F berglass Single Door with Sider ite(s) Qnswing/Outevnng, XO, OX or OXO configuralions) 28 A. Therml Fiber -Classic and Smocth-Star Nominal 88#39;08quot;Nen-Impadliquot Glazed Composite Edge Fiberglass Double Door Win or Wihout Sidelites (InswinglOutswing; )Xor OXXO configurations) Quality Assurance Approvedfgr Use Aoorovetlfbr Use ' Imoset Design Contract Expiration Date in HVHZ .Outside HVHZ sealant Pressure 12J3112022 Yes Yas Yes N/A N , I nnf2022. Yes "; Yes Y NIA co�i.� y l� Y 4+ '2ALS 12J31f2022 Yes ' Y es Lt7 CD .� a 12J3lr2022 Yes Yes Yas V �n a 12/312022 Yes Yes on CV Yes L&- d N LQ O 1a -tn .g CV t y O R 12J31f2022 Yes Yes s Q N Y d d cu 12J312022 Yes Yes Yes N9 v'3 122112022 Yes Yes ra Yes N/I d 1213112022 Yes Yes 67 4O Yes O^NQ9 Vf C lV 12J312022 Yes Yes Yes N10- a ID312022 Yes. Yes Yes N/A 12131/2022 Yes Yes Yes N1A 121312022 Yes Yes Yes N1A I Ml2022 Yas Yes Yes N1A 12131 J2022 Yes Yes Yes N(A 1 D312G22 Yes Yes Yes N/A 12/31)2022 Yes Yes No N/A 12J3112022 Yes Yes No N/A 12/31/2022 Yes Yes No NIA 1213112022 Yes Yes No WA 12/31 f2022 Yes Yes No NIA 1213l2022 Yes Yes No WA 12131/2022 Yes Yes No NIA 1213112022 Yes Yes No NIA 12f312022 Yes Yes No Ni 12131UO22 Yes Yes No N/A 12131/2022 Yes Yes Nb NIA 1213112022 Yes Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 11512D21 r._ e r Code Entry or Data Date Data PIRding pate Tr" -a Varsl- Manufailurar Contact Endnear& License Validated EN Validated Submitted FBC Aeemval Aculan—g IS etas Revision 20W MI Wlndoav9 and Doors Brent Stinger Luis Roberto Lomas Steven M. Urlch. PE 10/081202G 10f06f2020 101192020 121152020 Approved Category: Exterior Doers (717) 361-3300 PE92514 i717) 317-8454 Subcategory: Sliding Exterior Dom Assemblies bsitlingarQmhad.com Compliance Method: Evaluation Report from a Florida Registered Archaectora Licensed Florida Prorassl0nel Engineer FL#15332.Re Products Quail Assurance .Approved for Usa Approved for Use 11,111I Design Sea # Product Model. Number or Name Product Description Contract Emlratlan Dale In HVHZ Du4slde HVHZ R I all Prosia- 1 SERIE3420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/31202d No Yes No NYA 145314&quolx608:quot NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 42, ALUMINUM SGD OX..XO,X'( 12/31t=al No Yes No N/A 96&qu";ll"Squol: NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXD 12131r024 No Yes Ne N/A 14, 3/4 &q u ot;x96&q u ol; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12G112024 No Yes No N/A XO, XX 96&quotx96&quoY. 5 SERIE5420ALUMIMUM SGD REINFORGED SERIES 420ALUMINUM SGD REINFORCED XXX 1231r024 No Yes No WA 143&qumx96&qud: Code lie version Manufacturer Revision 2020 Way, a-Dellon, a division of Overhead Door Corporation Category: Exterior Doors Subcategory' Sectional Exterior Door Assemblies Compflanea Mathod: Evelu stien Report from a Florida Registered Architect or a licensed Florida Professional Engineer F L#9246-R20 Products Sea # Product Model Umber or Nance 3 86D0/81 DO1tl200#1105 10 8000/610016200 #1123 11 80001010N8200#1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft lIV2021 Entity or Date Data Dal Pendlno ague Contact Engineer & Weems e Validated Dv Vta l lot a Submitted FBC Approval Avpr,v,d Status Dwayne Kanlsh John E, Scales Jaffrey P. Arneson, P.E. I Oil 22020 09/2912020 1023/2020 1WIS12020 Approved (33D)763-6121 PE-51737 (904) 821-5200 dkomishQwayne-dint. c cm Quality Assurance Aopravied for Use Aooroved for Use Inroad Casino Product Description Conrad ExnlratloDale In HVHZ Outside HVNZ Resrt lsta ssure 9&#89: Max width. l4&#35: Max height. Gazing 12/31202n 3 No Yes Yes +31.001--35.00 eyallebla in top or Intermediate section. 18&#38: Max width 1 #39 a het t. Glazing 12/31 023 4$ M x h azl 2 9 9 t No 7 es Yoe +30.901-33,59 available, In !op or intelmotllate section. i6suel Max vbdth. 149#39 Maxheight. Glazing 12/312D23 No Yes Yes «34.401-38.30 available In top or Intennedlate section. Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards trsi2p21 Product Approval Application Detail - - - - Code ft or p31_- Data Data Pending Date 1"Fus V.mprr Manufacturer Contact Engineer&Lie ense validated Vatidalad Submitted FBC Appmyal Aooroved Status Revision 2020 Caries 010slon 0l AADG. Inc. Tom Rattay UL LLC Troy Ball P.E. 1v1m2020 121OV2020 12R1n020 Approved Calegary: EXlenor Doors 1641) 494-2613 i954)947-05a0 Subcategory: Exterior Door Components tomssit.y@sm—biey.co Compliance Method: Certltcatlon Mad[ cr Listing m Flal 1537,88 Products Ouallty Assurance Aporowdfor Use Annrovedfar Use Impact veswil a-- is Product Model Number or Name FIrculct Dascrmtron Contrail Ezoiratlpn Dala In HVHZ outside HVHL gailillant Pr l�sur 1 607, 707, 727, 747, 757; 777, and 847 Single and Pairs d Flush. Glazed. antl Louvered single and pairs of 1MI2075 Yes Yes Yes Ni Doors hollon metal doors. Florida Department of Business & Professional Regulation Pagel ill Building Codes and Standards 5 oz1 Product Approval Application Detail 1,19 v ! 'd /3 -.. •. 4 F-4z`'` +l X�'"✓t' Y .-, r ''r b ;r(3x''.x. 's ,Y'».'17''4 ^` ..�.,..... .- .�,U _ ... - 4,a.'=-�, -.... ,z- r -. ,..� „-., - .. ,�: ,.. - x: r 3 t',a. _ .. • .... � , u - , .....r- _ , .,. . , eK: .. - r ,r .. Code Entity or Date Date Data Penal Date Tie Version Manufacturer Contact Groin der&Lrceree. Validated By Aidall Submitted FBC Aran —al Aooroved status Revision 2020 MI Wlndries and Il Brent Sltlinger American Architedural Steven M. Urlch. PE I Ill7/2020 11117,2020 112,12020 Approved Cate,ol Wlndolvs (717)365-3300 Manufacturers Assccia[il (717)317-3454 Subcategory: Single Hung bsitinger�mlwd.com Compliance Method: CenrRcall Mark or Listing Qu411y Assurance Approved for Llse Aooroved for Use Impact Desian Sea # product Model. Number or Name Product DesorlMlon Contract Exolratlon Date In HVNZ outside HVHZ re Resistant Pressu 2 1955H 52X72 FIn/Flango FramelG/SG Single Hung I0/082023 No Yes He +$01-60 Laminated Glass - — N W N O U L O Q Q O O L .c U N 0— C/) CD U O O � O � O W � O O M L.L O > Ln -o E OWO .� `Our � U) L. (D 3 0 L_ CL O CL 0 L U m F— O i.t-i G Q W z J Z Q J SHEET NO. PA 1.0. I Ti I I —1-17 I -11�-J Q) (2) 117— I (1) —00 (D -4—a I Florida Department of Business & Professional Regulation Pages of a Florida Departmerd of Business & Professional Regulation P.ge I of I Florida Department of Business & Professional Regulation Pop i .ft Florida Department of Business & Professional Regulation Face I of 2 0 -0 > Building Codes and Standards 1,25,2022 Building Codes and Standards tFJ2021 Building Codes and Standards I Fd.021 Building Codes and Standards 102021 = =3 ­' a) 2 'ao Product Approval Application Detail — � Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Ill CDL C (1) 0 (D 0- 0 L- 111"I", ` ,101 ,M, �111,1 -,�--' - -wp'i, ,,,,,�,4���,�l���,�,�'�,�'4�,�,',��'I'll�,"��V�V..;, "'I'01", M , " "­­­­ - - , "K"A N� -1 � - --m-aw, w �­w ,,,7,9 ,­!,� � , -- 00R- - 4- , -� , ,,",- ­ .... !v3".", . ... rc,,r',,­ ­Av - I * 2 , , �­,, ,­ -y" , , 11- ­� "", , - ,,­­­ -r, ,,,,,, "', .. ... .... ", ,11,�`­�g - ,�-'r�-'r -,r�*,�g�,'.',-n,, -- ". � , - 0 cl, ,','��,1,11,�,19 �, � ��'."��,,��q�,, Ir 04411, 1_-N�k1"'1'1q­-.q`111. 11­1� ... ;� , ',P­,'--r�io ­V — �.�y,e,z�,�'�;­", , , -'s � ,�t,' - � , � j 'J�� 4w-, -,�l � � , � � - - -, ,Ivi­i6r,M.'V�k�,,,�� �-'�,;R, � "', ;9� Code Entity o Date Date Date Pending Date A-& --'A i i 11 ­N I'll, , ", �-� 4, 11 ... I'll, "" "''. , � - ....... ­? ... � OWW �' 1111*00IN&M �11'4 ep,"*Ilftl�,2 -11 -1 ­--j-1-,; , ." P �'111 . - � , " ..... � , -- ,- code I-- —­ 11-­,,,�­­­ Entill, - ­1,1,1,%,, —­�r­­-��­-­,-" Date Dat. owe Pali , � �!",- �,�: 11, tj Date M -0 0- = 1112M. Version Manuflubbure Contact Erl set & Lice r2l. Validated 5 Valloated Submittenfil FRO Approval Approved Statu Cod. Entity or Dot a U. Oat, Pending PA2 Code E rally or Omit Date Dace Panel me Fad T'.. V-1- ra-isguors, ccandsot Enomivar& License Validated Be Validated Submitted FSCADnmval Asian- Status -6--p (D 6 Revision 2020 Thermet-Tru Corporation st-a J..P.s., Lynd.e F S.hi-rich: P.F Ryon J. King: RE 1010712021 0911812021 1 011 BM21 1211512021 App-d 70109 verslon Manufacturer contact Engineer 9 License Validated By Validated Submitted FSC Approul Approved Status T­ Viaren- Manufacturer ot Emilrumarg License Validated gy Vall"nad S."Ittod Arsonnyal Ambrov Star., Rembibn MI Wind- Dow, grant Stlinger Steven M. Ui PE 11122/2020 11,28M20 Appr-ad 0) C) 4- U) Categonir. ib�gnriw Doors (800) U�-7628 PE-43409 (Bl 3) 767�6555 Affirmatican 2020 PGT Industre, J­ R.-ald Mi-i-D.de SCCO - CrR mi.mi-oade Boco -VA- 11,9512D20 11P512020 1111112020 Appi Revsion 2020 MI iral,dms and Doors Brent Slinger American Architectural Steven IA Unch, PE 10011i 10fiCSt2020 l0i Approved 2020 end Category: Windows Annedes. Ar.haecu,rci ffl7� 3M-3300 ManufacturencAssociation f7lT)317-8454 11122,2020 = =3 M -cc . - U) Subcategory., S-ging ateri.r Door Asaembli.s ajaspersonothermalruLco Category: W,d- (94i) 4613-0101) (?86) 3i5-2590 Category: Windows 017) 265-33M Manufacturers A-lirtion f7lT) 317-8454 Subcategory: Fixed bsIftIIn9ar@mhvd-ns Compliance Method: Evaluation Reportfrom a m Subl-at.gibq; Single Hong J,.wskIQp9tibdcstft9,. om Subcategory: HorizomuSlicer Coerpliance Method: COrtiffICIVIDI, Wrk � Listing b,ItInngcr*rniv,d­ Compliance Method; Ca,fifii Mr, or Listing (D 0 -0 -0 Florida Registered Achroot cra Licensed Florida Cournialle-can Method: Corti al or Liati,q = 0 - -0 Professional Engineer FluMS-R281'redu FUMM1.1ill Products FL*1-'aL2-Rl4 Preclude �. 0 2 = (3) le.11204el-R7 Products a -lit, A.-ane, Abomaylvid for Uss Ainim.sall frar Us, anaect osed., Gaiality Assurance Avw.v#d for Use Accented for us. Impact D.Igu Quality Assurance Antiroasadfor U, ficarnaod foar Us, [,,a, CDL q -2 3: Beg # Product Model, Number or Name Quality Aiseura no, Product Description Ccmtr.ct Expiration Date Approvacinarluse in HVHZ Approvedfor-Use Outside HVHZ Impact Resistant Deakin Pressure S-Q# Produothlocial.NoMartaNs"t 2 GHS500 iL.,g. Mi-ili . Product 10-fienlistical Contract Expiration gets lil HVHZ 0.1raddit HVH Resistant pressure VrmyI .in,, i, Hung Wnd,ei GV30=5 ,a. Yes Yes R)A Sea # Prod.et Model. Nomber or N.- 1 HS 1 U Fin and risnge From. Product D-rusligg Cani Eoslar.tican Calls in HVHZ outside rIvHZ ll.sjisi Pressure ".62 I neolisted Ga. 02JJM024 No yes N. 155f-55 $og # Product Model, Number or Nam 1 185 PW Product poscril Contract Expiration Date 7S� 72 nedaeud Gl- 04/03/20i In HVKZ Outside Ill No Yes Resistant P�Frll IN = 0 LL. = - - M -il — M 1 a Thormai Fibe,Cl.a,ic and Smocth-Star Nominal &03�9:8 i1quotblon-Implad&quot Opaque 1213112022 No Yes No NJA - %4- 0 CZ > Composite Edge Fiberglass Single Door en 0 U) ­0 OnswriWOutswing: Xconfiguration) C%ell . - E 0 2 b. Thermi roer-Classic and Smooth -Star Nominal 6&09;8 &quot:Non-lmpaot&quoti Opaque 12�51/2022 . No Yes No N)A ; ; - , I - a) " Composite Edge Fiberglass Single Door with I= F4- W L- U) -Il (D Sidefite(s) (InsviniglOutswrigi XO, OX or OXO . ze, C2 - U) 0 M 3 c. Therma-T. r1b.r-Claisgio and Smooth -Star wnflourriti-) Nominal 5&IJ39:8 &q.o�.N.n-Imp.ot&ci.bt; Opaque 12131f2022 No Yes No NJA C" . �� � C CU 41-- E 0 - Filbargli Composite Edge Double Door win or , ,; Q.- ,I �-- W < Without Sidefitee (Inevving(Ountavving: X)(or O)V,O 1=11 S= Cc 11 -0 . -C - configurati.n.) - co 4 d, Thermi Fiber-Cassiq and Smooth -Star Nominal 7&#39;0 ilquotNor-Impact8quot, Opaque l2y3lf2022 No yes Nc, NJA . :91-1 -Z� cc c= Composite Edge Fiberglass Single Door 5 is Therma-Tru Fiber -Classic and Smooth -Star (InsvAngfOutswing; X configuration) Nominal 7&V39,0 &quotNon-Im:csct&quo� Opaque 12131f2022 Composite Edge Fiberglass Single Door with No Yes No MIA -111 1;r" -11= C�4 11111) co C= ..::c - - - Sidelite(s) (Ins%vingiCutsvvirl XO, OX or OXO W W - ocrifiguradi.n.) 3: Xg = L� 6 f Therms-Tro FibenClauk, and Swrostri N=Inal 5&#39:0 &quot;Nor-I mpacb5qoabt Opaque 12y3112022 No Yes No NiA Florida Department of Business & Professional Regulation page I .f I Florida Department of Business & Professional Regulation Fee. I .f I Florida Department of Business & Professional Regulation , .me I LC . C-post. Edge Flicar9fass Single Door Building Ccdes and Standards IV2021 Building Codes and Standards 115f2D21 Building Codes and Standards Ifflaw = (InevwgiOutswing: X configuratioall W " := 7 g. Th.mr.-Tini Fiber-Cles,si. and S.-th-Ste, N,bmnal 5&#59;0&qbc1bNon4rrgact&,uo� Opaque IM112M Composite Edge Fiberglass Single Dwc %rAth No yes No WA Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail " 3: - :9 Sidscit.(.) (InaW.910citswung, XO; OX or OXD emu CMD rlUotll I � � , , - I, , V4, r, -,�,� �'A�-- , , , , I ­1111� - , .111'.. -,--qr -�� --�� � 'i--a o' - , I 11­�- Awl-��-" . . . . . . . . . . . I - - ­;L,-`,,- 'I-,--... - , ,,t,R,,,,,�,�� - E , ", Z 4`222 I � , .,��no�, I - . b � ::::::::::::: � � ", sonfigurations) 8 h Thermi Fiber Nominal 6U3g;0&quct;Non-Ibpact9qui Opaclue 12131/2022 WA -Classaic and Smooth -Star No Yes No Composite Edge Rhergloss Double Door with or I'll 11 � '­i, ­1 ,�' QgA Eralitir or Daha We Dole Pencil- VAI 444" - - 1-1 Cod. Entity or Eat. Oat- Date Peadi"a Date I I ­ W . ,,-, ,`�_-L,-`,,,,-,,,--,, ","", � Cod- Entity cr� "z't"R ""I",,,,"","",,,,�,�,�,�,�,�,�,�z,z,z,z,z,z,z,z,z,z,z,z'z'z'z'z, �- 11 �Wlll= . - � Me Det. Gate Pardlaxt 7-- 4 Without Sideluess linawing,FO.t�fui XX or OXXO Tybe Version Manufacturer Contest E..Iroor & U-1 Valli @I Validated Submitted FSC A-val A,b,P..d Status I'vol, Version M-f.d.re, Contact Vell By V.Ikll Submitted FDC Approval Approve Status Ty DO Version C.rh'L 5"alriarear & License Validated By Validated Submitted FSCAPyroyal 41n . Rau = 9 1. Thermi Fiber-Otassic and Smooth -Star configurations) Nominal t&#3g:8&qvct:Non-Impact&qui Glued 121al�2022 No Yes No WA Affinveticil 2020 POT Industries Jo.. R..-kl bfirami-Oade 2CCO - CER Miami-02de SCC0 -VAL I IM/2020 11105/�020 1111112020 Appre,ed Ro�A.ian 2020 MI Wind- and Doors Rent Slftllr�er Liu� R Lormas. PE Ste-n M. Lli PF 10/0812020 1010612020 1011l))2020 12115M20 Approved Affirmation 2020 POT Industries J.ns R.1-ki hin.rcii acco � CER Miam!�Q,ds BCCD - VAL JIMf2D20 11105M20 1111112020 Appxw.daa Composite Edge Fiberglass Single Door cetag.iry! Wre-'s (9413 013-010D (786) 31 5-2590 Category: Wande- (717) 365-3300 PE-62514 (717)317,8454 Category: Wrid- (941)0"100 (786) 315-2590 IT-1 (Irraw 10 "i Xbonfiguratabar) ng SulbCat,e,ry: Fl,,d Jr..�nkl@jogilradusueso Subcategory: Muillons bsidingoromiled-is S&C�tcg.ry: lal Jroacayskl@pgUndustres.c I - 10 J. Therma-Tru Floar-Classo and Smooth -Star N-Irral 6&#39;8&quatNon-Impacb&qui Glued 12/31/2022 C.Lincoallas Edge I'llsei ... Sing I. Door with No Yes P. MIA C-plancalliI Carlii M.,k ce lusting .. Compliance Method: e�oruadkan Report tom a Florida Registered Architect Qra, Lic,n,,d Florida Compliance Method! Certification Wrk or Listing on .11 11 Sid.lffla(g) (InsWriglDuttemri XO, OX or OXO IF L*243.R24 Products Pnof.a.i.n.1 Engine., F1,11281-1113Fir.Wets, 11 k Therms-Tru Fiber-Classis and Simboth-Ster configurations) Nominal 38,#39:8 &quct:Non-I mpact&qui Glued 1213112022 No y- No WA instanores Ar.-dforta.a. Anur-cl for Use kI Deal- FLA15M3,115 Products Quanta k.a.r.- A,,r,-d for Us, A,cricyad far this Inniasicat 13-kan Z Composite Edge Fiberglass Double Door with or So. A P,.d,,g Model, Number or M­ Prodi Drac,lati Contract xvirationigato I. HVHZ Ouitsid, HVKZ R.Waderit prietbre S-09 Product Model. Number or Name Product Description Contract Expiration Dot. M 1I CaltaI HVH Resistant Pressure Without Sidelites Qnswing/Outsaving XX or OXXO 5 PW-5520 fL.,ge Mi-I larm-1 . � Viral F-d Wild- 14M/2D25 Y­ Y.c Yee MIA Qualtv Asiaor­ A-r,-d far Vs, Ancrovial for Usa Irroact Doiakin 1 Mu Inos fo� At I Doors an d WI a doers Aluminum Mi 0512GRO23 Yes Yes Y. NJA configurations) I a-- a Pridg-thl.d.1 lihoolbor-N.- contract E-Inal Delp. I,, H outside RvHz Resistant P.a... 12 1 Therma-Trit Fiber -Classic and SmoGth-Star Nominal 7&#39;C) &quot;Non­Impact&qui Glued 12131r2022 No Yes No NiA 2 5,84 Varti-I AJ..inum M.Ihon 1MAM24 Me Yes yec N)A Compoeite Edge Fl,cr-glakins Single Door (InswaLgrOutswing: X configuration) 13 m. Thermo-Tro Fiber -Classic and Smooth-Stsur Nomninal 7&#39;C) &qu.cN.n-I mp.c±&qub* Glazed 12i3112022 No Yes No N/A CompusAe Edge Fiberglass Single Door ,vith Sidelte(s) Onswing/OutsvAng, X0; OXor OXO -figurati.na) 14 n. Thisrimea-Tru Filb-Clasisic and Smooth -Star Nomiral 8&039;0 &quotN.n-lmpoct&qu.t Glazed 12)3laC22 No Yes No NIA Z C-p-ras Edge Flb.rgl ... Sing I. Door (in.Wng/Outswing: X conflig.raton) 15 o. Therma-Tru Fhei-Classic and Smooth -Star Nominal 88439:0 &quotNbn-Impact&quot, Glued 1213112022 NO Yes No NIA Composite Edge Fiberglass Surg Is Door wth Sidelite(s) (InsuynglOutswing; X0. Oi OXO Florida [Department of Business & Professional Regulation page i or I Florida Department of Business & Professional Regulation F.Ibi bF2 Florida Department of Business & Professional Regulation Pege a ce4 16 p Thermi Fliger-Classic and Smooth-St@r wrifigumations) Nominal 3&443$3�0 &quot,Ncn,Impaot&qUot: Glazed 12131=22 No Yes No NIA Building Codes and Standards I Z;2021 Building Codes and Standards 10912021 Building Codes and Standards a6i,I)23 Corrposlia Edge Fiberglass Double Door with or without $idelites (Inswing/Outsvving: XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W config.rati.na) 17 q. Th.rma-T. F,be,Cl.ssic and 8-th-ft, Nominal Inilitag:8 &quot.Non-lmpapt&quvt Opaque 12131/2022 No Yes No NIA . -- �gg li I I M I � , 1 11 I I ­ " , � 11 Yl.. , " Composite Edge Fiberglass Single Doorvvith 18 r. Therma-Tru Fiber-Ciassic and Smooth -Star Transom (Itawrig/Outswing; DIX configuration) Nominal B8#ag;8 &quot;Non-lmPact&quot, Opaque 1213112022 No Yes No N/A C040 I'll � �, ­ I 11 , - - -1 I Entity or Dot. Dare Data Pending Dot. Cod- Entity or came Dare caro Forearm gets Code Entity or Data U e Cat, Pending 11 Di C..p..ib. Edge Fiberglass. Single D..,,-Ath Sid.lits(s) and Transom (Ins,vinglO.i.,Arg: OfXO, OIOX or O1OXO configurations) . TVD. Vi,rduin Manufacturer R.,ial.. 2020 Jann. Horde Bbllcmq Produts, In, Canted Engineers Lhaam­ V.fidaited by V.1iogtal Submitted FBGAvumva4 A-r-ad ,status Chad Q.rcka V. Andrc%, Ton John Southard. RE, 01/0512021 1 �Jl 4M20 Ola)Gt2021 cling Fad Appr. TV-, V.rsob Manufacture, Rout sin 2020 All Cemutfil E-ing., & U-1 Validated IW Validated Scb,&,d FEIC A-ved A,,r,,,d atiaton, Nick Thonripson Lyndon F. S,hmicit, P.E. Ryan J King, RE 02J15M21 02il&2021 02,2212021 302f2021 Approved 7-o Version Manufacturer R.Yscn 2020 OAF contest Engineer & 1.1-tig. Validated By Michael stish Robert Niemilen John W Krezovion, FIE Volid.ficid S,larril FEC A,,,,a,l l"gem I 2/17M22 12,2012022 A,or.v,d Status 0210W2023 Appr-d 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3P;B&quofNon-Irnpaot&quo� Opaque 12)3112022 No Yes No MIA Category: Panel Walls (909) 545-8350 PE-81062 rsu� su-2528 Category: Pciral W.Ifia� (330) 922-2389 P64s,W9 �913) 7137�555 Category: Rocring (BOD)766-3411 PE-59166 (9541 ?72-6224 Composite Edge Fiberglass Single Door with 3ubCan.g.,y:3dhg chod'dierok,gannealbord 8.1,cat.a.urs; Soffits rithomo-Q.1sid-m S.rC.t.g.ry: Asphalt Sli rasti.1log.f... mi Sid.lits(.) (Ins,nn­9)0.tsvvr.S: XO, OX or 0XO Compliance Method-. E�li Report from a .c.. compliance Method: Evaluation Report From I Compliance Method: E,anbai Report ft- . Conti ... us Head and Sill configunctiors) Planes Registered Architect or, Licxai�d Florida Force RnI,b,nedA,chI1hct ., s Llsoread FI.Kda Force ReqlatemdArchift,ca m , Ll,,,,,d Ficindes 20 t Th-si-Trui Filbec-Claaalle and Senceth-St., Nominal 8&03,9,0 &cIu&TNon-In,pact&qucr: Cissiquis 1 2t3l/2022 No Yes No NJA Professional Frigineor Pof-L-[ Engines, Pr.heask-I Engine., Composite Edge Fiberglass Single Doorwith Sdi onswnglOutai XO, OX a OXO FL*13192-Rs Product, flu*15272-IRS Procliubl, F1.4,101124,1133 Products 21 L. Thermi I'llser-Cluse, and Smeactin.Ser Continuous Head and Sill configurations) Nominal 6&939;8 &quat Non-Irnigract8uquot, Glazed 12131f2022 No yes No MIA Quality Assurance Apar.eadfat-Use Approved for Use Impact 0.8101 Quality lotsureace Ae,r-,d for use, A,c,,-d fee Usa Inneact coal- QualthrAgatumari Approved fair use Approved for use Imarool Doelain Compoacts Edge Fiberglass Single Door with $aq# Product Model. Itivints, ne Name Co In HVHZ Outside HVHZ Resistant Pressure Product Descril ralract Motrallon Date Seat 0 P,.d-t Model, Numbear., No.. Product 0-rIptlon Contract E,pir.fl- lost, In HVHZ Outside HVHZ Resistant P, .... 1. S-40 Product Model. Number or Mine Product Description Contract Expiration Date lit HVHZ 0,i HVHZ Resistant Fran- Sldsilli �Ir.vAbg1Oct%,Ab9. XO, OX or OXO I Campbal, Lisp Siding ilb-cannarl ldp .idi.g I MM023 Yes Yes WA NIA 1 a. &quot;2T8qi Soffit Vent or Solid Vinyl Soffit IV3112023 No Y. No rVA I OAF Asphalt Root shingles for use in FBC non-HVHZ Fiberglass roni 34ob, laminated, 5-tab and i 2116(2025 No Yes MIA MIA I Continuous Head and Sill configurations) 2 Hr,dI,PI.rk L.p siding liber-oemort Ida aiding 12/30ai Yes Yes N/A N/A 2 In. &quct;AIis..c T4&bn.bt:8.fFt Vent .r Solid Micyl We 17131=23 No Yes 14. NJA juriadletical, hpindg, asphalt shirblea, 22 v Theirmi Ficer-Classio and Suracrigh-Star Nominal 8&#39;0&quot;NorLlmpabt&quot: Glued 1213112022 No Yes No NIA 3 c. &q*ot:Greoinbri*xMntRge Boade,IS43g: Soffit, Vcnt.rS.Ild Vinyl Writ 12211202� No Ires H. N)A Composite Edge Fiberglares Single Doorwith 4 d. &qucx:Ds&ql Soffit Vent or Sold Vinyl 8.1t 12WQ023 No Yes No 141A Sidelits(s) �Ins,,AnglOutswrlg: XO, OX a, OXO 5 a. &qn .t;Charter 0.1,,&quet; Soffit Vent or Bond Vinyl a.ffit i2)31=23 No Y. No N;A 23 w. 7hermi ebeir-Classic and Smooth -Star Continuous Head and Sill configurations) Nominal 6USI);6 &quot,Non-Impabc&quo� Opaque 1213112022 No Yes No NIA 6 f &q­t:Scp.,Spm.&quat; S.ffit Vent or Solid Vinyl Scot 12131(202$ No Yes Nl MIA Composite Edge Fiberglass Door Pani Vented Sidialw.) �(Irs,Mngloutyvvhi XX >= or XXXX I cstnfiearsticns� 24 x Thermi Fiber -Classic and Smi Nominal 89930;0 &qobtNcn-Impaat&quct; Opaque 12131f2022 No Yes No N�A Composite Edge Fiberglass Door Panels with Vented Sidelite(s) �lnswmglOutswini XX )O(X or)()OCK config-ii ... � 25 y. Th.,m.-T,, Fosx-Cles�o and Smocith-Sto, Nornimal 6&939;8 &qtbc:.Non-Impaot&cIuot: Glazed 12f3l/2022 No Yes No NIA Composite Edge Fiberglass Doer P-1-Ath Vented Sidi (Inswilg/Ouagwing: )D� XYX or X)= Florida Department of Business & Professional Regulation page I .ft Florida Department of Business & Professional Regulation Peg. 1 of 1 Florida Department of Bius;ffless & Professional Regulation Pagel al configurations) Building Codes and Standards laia"2021 Building Codes and Standards I rd.-021 Building Codes and Standards 1021121 2E! z. Thermi Fber-Cluek, and Sonocuth-Star Nominal 8&93,9:0&quot..Non-Inipact&quot. Glazed 12131/2022 No Yes No NJA Composite Edge Fiberglass Door Pors,is,rafth Vented Sidelite(s) (I nsoAng/Outswing, XX XXX or X)= Product Approval Application Detail Product Approval Application Detail Product Approval Applicatim Detail configurations) - - - 1 � "I -1 , � - - � I'll I , , , I- - I ", �Ev 27 za. Thernria-Tro Fiber -Classic and Srroolrh�Sbar Nominal 8W9:8&,uot:Non-Tnpad&quot: Glazed 1213112022 No Yes No NIA C.rri Edge Fiberglass Single Dool,vith 3&#39:0 Sidi (Inswrig/O�tswrig; XO. CX ., OXO I I I - ­11 , 1, configuortons) Cod. Entil Data 2d, Dee portable lids code Entity or Date Data owe Pending Date code Entity Dot I Data care Pending pst. 28 &. Thermi Fber-Cassic and Smoth-Star Ncouni 6&P39iS &q.ot.N.n-Impab1&quot; Glazed 12J31/2022 No Yes No NJA -TXR. V,-Ipn Marrafacharfir Contact Encirriva-A Li ... so Validated By Valicaeal Submitted FI;CA,,m-I Acarove Altallfi. T­ Verson Mam.f.d.nar Contact En.4% ... & Li— Validated & V.11di Submitted FaC ft-yal A,b .... d status IVP. Version Manufacturer c.nitial Encilniter & LI ..... Valclat.6 By Valikahad Submitted FSC AlcV.-I Approved status Composite Edge Fiberglass Double Door with ReAscan 2020 TAMKO Building Promets .LC Kent Edon Robert Ni-liven John W, Knez.vich, PE lQfG4�2020 09c29/2G20 10112f2020 12115�2020 Approved Rn,Ablon 2020 L.V. Thompson. Inc. dbe Thompean Architectural Tory Christman Zachary R. Priest Sterv.ir N1 Lli PE ORM712020 0911&2020 09=020 iwl�020 Approeed R.,Aston 2020 Florida Mat.1 Products re, Clark Jones James L Bucker. RE-0 Sta,on M UrIch PE 09/27M20 09)25r2020 10)0�020 12110202C Approved 3&430:06idelite5(ln*vAnglOuts%Mng O)C(O Category, Roofing �417) 624-50� PE-5slu (954) 772-6224 Metals C.nroany4TAMCOI I613) 24a-3456 RE-74021 f717) 317-8454 Category: Feeling t9O4) 78M400 CBUCK Engineering a17) 31?-B454 29 go. Therma-Tru Filoer-Classic and 5mooth-Star configuration) Nominal S�#,­ ­0­ ...... GI ... d 1213V2022 No Yes No N,A SubC,tagrry! Und,riiii kand eddrQlameocom - Category: Roofing torryQgametelroofing.boon Schost gory; RoArigAcce-ri-thra ane an - ' clarklDife-com PE-31242 P­�.olb. Composite Edge Fiberglass Single Doorwth W39;10 Compliance Method: Evaluatol Report from a trubCalogory: Fooling Accessories that are an Integral Pan ,Fth, Roofing System grickslito(.) (InswirglO.a.,ving XO, OX a, CXO . Fields Registered A,chli or a Licensed Florida Integral Pon ofth. Reofirg System Compliance Method: Evaluation Report from . Corraphance Method; Evaluation Report from a Plead. R.gi.torsdArchiteci . . Licensed Fields 30 ad Therim.-TruPb-Cl ... io and Sm.ctri ocariit. ur'. ne Nomina X0 &quot:Non-lmpac*uot, Glued 12i3112022 No Yes No NIA Pr.f..i..i Engineer Florida Registered Ar.hlect are Licensed Forid. Professional Engineer Compcs�ite Edge Fiberglass Double Door wth FLI1121n.R9 Products Professional Engineer FL*ql5illili Products 3=39 0 Sidelines insWNIOLt-Ang; OXXG Quality assurance Areer,"d for Us, Atorer ... A for Usta ItI rlia.lks, F W $91 V,R3 Products 31 ze. Therma-Tru Fib -Classic and Smootlh�Slar winfigi]notion) Nominal 7&#39;0 &cluctlMon-ImpactiScluct, Shaker 1213V2022 No Yes No NIA $e. It larcicmot Morld, Numbor or game Product Descirii Contract F�,Il Dote In HVHZ 0.1sid. HVRZ R-li Pressure Quality Assurome ApproaladfollUso Ancroyed for Use Impact Dal 22" Produot Model, Number or Name co.litymatifiranc. Approvedl for Use Are,aynd for Us, Product Description c,antreal Enlrat m Data I,, HVHZ (subareas HVH Impact oselon Resistant Pressure Series C.rni Edge Glazed Fiberglass arglis I TAMKO Roof Underl.yoriolt. (HVHZ) Root undeflaymnams for use in FBC HNHZ 060912023 Yes No WA NiA 5-9 Pr,doet Made. Number ts, Name Product Dancril Contract E�,ftratkfin 13,11, In Hi onteddles RvIlz R,,I,t,,t Pmacrunt 3 3 - PLAMCO &quN:RV 10 Ridge Vant&quct: Aluminor, Ridge Vents for bitched rosts fetel 12131(2024a No Yes No N)A Door with or without 1&003�.2 scelfil Jurisdictions. 1 TAMCO Flat Too OffRidg. V.nt wilar Safe for Tic 20 pa. state roofverititator with baffle 09109/2026 Yes Yes WA N/A ft.m 0.025'AJ.min,. �IrcavmnglOutawlng; K OX XO or OXO configurations) 2 TAMKO Roof unclarlayments (NON-HVHZ� Rool-ded.yrreas for us. 4, FBC n.-HVH2 06,2912023 No las MIA N)A 2 TAMCO Go ... r,ckV.nt 26 lia. 09/0012026 No Yes WA -0�52,5 jurladetiors. 3 TANGO Off -Ridge R-I'Veri Bsflc 26 g. static-f-filet-Min ntegrated1b.filo 09106`2IJ26 Yes Yes WA N/A 4 TAMCQ Round Top Ctr-R,digsVentvifth Baffl. ficanle 26 ge. stafirroofvarrillatorvAth baffle OW912026 Y. yes WA N/A r1oricla Department of Business & Professional Regulation Pagel art Florida Department of Business & Professional Regulation page 1 .1`3 Florida Department of Business & Professional Regulation Page i ofl Florida Department of Business and Professional Regulation Building Codes and Standards i,712021 Building Codes and Standards IM2021 Building Codes and Standards 3i Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) ,­,.­­­­.­­, .,�W_.",�,r,,,,,,,,,,,--,-"—,�,,, , � zA, �yx��g,,�,���-,�,��,���,.,-���,�-��,�7'�,,:���,�--- .1 - , " ,,t�� , ;-- ,'­�'y­�P*-­­- ­'­!,'�­­- '­i�r; �.., ,­-,,�L'g - 0 & 4-,yt4'�'.,'Ir�1�4..,11�j - �, , , , , �, ,,, - 1-1L, �� , � �L�,�F- Itw�gg=-,- _�'L-I,,'�,,V��,,,,��,,,,,�,�,,,-,�",����,',.'�,L�,W,, %Of"Ir 11� ��! 0�z M-1 - OP", .� �& I I 1, - g" gw��M_ 5MW ­',"�n�-F: C."I's TVD, ve,aiq marourfactynar -:�, tallilly owe cet. Me Pending 120tA Contact Broinder-&LIcaelm Validated B, Validated Submitted FIBC A. —I Agnavy, Marc, Cod. Type Version 11111-arfactuer Entity or Date Dad- Dot, P.ndina net- ,rl",, C.Phi't Engineer 9 License Voil By Validated Submitted FaCAboraval A,crav,d Status Cod. TVIN, Vaesibn Marrufaculi Mary or C.rdsct Enalroar&l.fi,ento Validated By Dot. Dot- gets Pending V.11daved Submitted! M Approval Date Approve Slacciii " F06259-1131 Revision 2020 Lemsm. K.Mr. Jelcy James L Bucknec, P.F. Ste -in M. Urich, PE 1112M02) 11,23,'2M 11IM020 ,ring FRO AiPp, Ro,ivob 2020 Bmnal Rcofing And— Robin i Uniform 2.1c.thn GenrW.Vealker 11)03)2D20 I i/0212020 1110512020 Appro,edl Revision 2020 Gloical Protection Products LLC. 7m Robinson Walter& Tillitt Jr.. P.E John W. Krra.wh, PE 09a)&i2020 0910&"202) 1OMl/2020 12115f2D20 Apx-d a) Code =Tt-rty X Date Date PAO- P219 Status Category: R..filg (51)1) 983-6163 PE-31242 (717) 317-8454 Cat.go,y: Feeling (8DI3 360-6091 Servicas 1-1-0. (205) 854-0160 Cadiagi Shialters a541 689-7541 PE-44137 (954) 772-6224 ly .pe R,,lsjon Version Manufacturer Contact 2020 POLYGLASS USA MauryAlpert, Validated B _proved Approved Englineer 8, —Y. Validated Submitted Pending, Ap License John W 1012612020 10/22f2020 FBIG 12i1512020 SuoCad gi Roofing Acceasones not ars- I negral "Part ofthe ResfingSystaim Carriplancolb.thod:Eval,stonReportirarrs kJoIltylilitlornimmeom S.1,CaNgi Rooling Taos C-pliames Method: EN6-Lon, Report from . Product E-load- Erfity RobInAndemontlibaral.co m SolbCahig.ry: St.. panels Compliance Method: Eeala.tton R.NM tom . fi..,.Jrson@gPparg.- m Category: Roofing S954233133OSmalperL@polyglass.�m Robert Nierrinen Knezervich, PE Alaproval Florida Registered Architect or a Licensed Florida Florida Regst-dArchinabc or . Lice-d Plato. Professional Engineer Su ItCall Underlayments PE-50168 (954) 772-6224 1110112020 Proneslal-I Engine., FL#1726Z�F% Products F Lighlil 2 Products otauslity Asinfirfinke Aonroved! for Use Amro,ed for Use lantilact Design FLA15076406 Products Compliance Method: cultityAssainal Approved for Us. Approved for Use Mi Design So- A, Product Model. Number or Noma 1 a Shake Slate, Country Slate split Old English Product D­riM,,n Cort ... t Eatileflibn Dote an HVHZ Outside HVHZ R,,Ivent pressure Flat Paris Denver, CC No NJA Q-11tvA-ra-, A�pvayadfor vs, A,b,,,l far Use 1,o,t P.M.m E Evaluation Reportfrom Ran # Pi Model, N,,t,,,,r Mama Product Darsarlistikan, ani Exat.liti. Oat. I, HVHZ outside RVKZ Resistant Prossuner &i - Th.tch &amp: Impact - l2slQ020 Yes MIA 110, an figlLk herar Name Prodi pgracirliatign contract EaDlialkal gets In HVHz Caureld, HVHZ Itieleftnt pirasso. a 71orida Registered I Deck-Airl DA-4 .,7RIl Do�-Ajr DA-4 L- P,.H.. P.1wr,Icyl ... Pl.etia, R.cfWm 12110,2025 No Y. No -97�5/-97.5 17 Sworly 500 - Slate. Shake 4,torI Split Shake Flat Profile -glockdon, CA 12131r2020 No Yes MIA MIA I lo .a . G.1-lacal Steal 51non PineWHVII-fi! Cournigated Galvanized Steel Storm Panels retained lD21/2023 Yes Yes Yes WA o Architect or a Licensed M,chabirellyAttach,cl to Pyaoccl Dstic 18 a...y Boo - sidil., Shake "mp; SO� Shake � $.any 7i)o - Shake $[.to S­P: split Shake Flat Profile - Plait., CA 101r=o No Yee MIA MIA Fl.tPi­.rI­SI0,kn.r CA iml/2020 No Yes MIA N)A 2 24 Gage Galvanized Steel Sftxm,PcneaMHVHZ ,,not by track% 1, provIde hurricane boaction. Corrugated Galvanized Steel Storm Panels retained lMl/2023 No Yes Yes MIA (D Florida Professional Engineer 20 SaromyTOG - Shake. Sets &amp: Split Slla�e 27 To. Eagan. I B..al- Flat Profile - Mail., CA 1211 1 No Yes N(A WA High Prelle - Katy, TX 1 '221! 12020 No Yes N fA NJA of not by macks to prwide hurricane protection. :3 a) FL#5269-R31 Products 29 Vine L- P,.M. - Katy, TX IW31=0 No Yes NIA N)A C- 2U_a_1ity.A11il &gprovocl for Use AQpmAA_forUsa LM PAC-t Dealer Z : 220 Product Model, Number - Ne Product Description contract E2giration Ill HVHZ Outside HVH Resistant Pressure (D Date I Polyglass Roof Underlayments Roofing underlayments 1OV2112022 No Yes NIA -NIAI­622�5 I Polyglass Roof Undedayments (HVHZ) Poll roof underlayments for use In FBCIW23)2023 Yes No NIA N/A M HVIHZ 1,r.dictoni > 2 Polyglass Root Underlayments, (ru:xI Poll roof underlayments, for use in 12Q312023 No FBC n.n-HVHZ juH.c1lodisna. Yes MIA -NIAI-G22.5 M 0 rlorida Department of Busirl Professional Regulation Page I of I Florida Department of Business & Professional Regulation P.b. I ,f I Florida Department of Business & Professional Regulation page 1 of I 1 Polyglass Root u1ndelayments (HVHZ) Polyglass roof underlaymerits for use in FBCl 212312023 Yes HVHZ jurlsdieflom. No N/A INIA Building Codes and Standards V25022 Building Codes and Standards V212021 Building Codes and Standards 191,021 L- 0- 2 Polyglass Roof Underhayments (riorl Polyglass roof unclerlayments, for use In 1212MO23 No Yes Ni -Ni > FBC non­HVHZ juni.di.tiorri Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass Roof Underlayments (HVHZ'p Polyglass roof underlaymerktsfor use in FBC12J2312023 Yes HVHZ jurisdictions. No NIA NYA 0 < , , � 0 , ---,R*��,(-�,-,,-g4,-,-----�e--t�-�- �^ - - ,-=­,, �,, �',',�,����,.�)��,,�,-,,'--"��;"k""��,Yk'" ��­ , , - " ­ 'i".��j,,,-..,,,,,,,,,,r4,�,,-,-,-,�l"�, � -­­­1,e'­?­­­ "­­"­,­'­1-,,r, ,�4 ­--, 1,111 91 � 1.11i'll-I �', � ­�7­, "" � � "" - '! 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Oreenterg John Hay Validated Submitted Fad Approval 12`15f2020 1 �1 SM20 1MO12020 A,,,,v,d Stabor, drg FBC Appr. 0 2 Polyglass Roof Underlayments (roxi HVHZjorisd"l1­SL Polygliss roof underlayments, for use in lV23/2023 No Yes NJA -Nl Category; 3hutl Subcategory: Storm Panels (561) 712-9882 PE-0046649 (954) 947-0880 mIlk.b@�k.merI.­hLTt. category: Structural Conlincrains SubCal.goryi Tra.. Par- (321) 710-3377 (407) 661-1917 al-Ise.pi'sti Calogi Strucoural components Subcategory: Products Introduced n a Result of (61 a), f>D-S707 PE414245 (552i 588-3311 6 pn,c­gat.r@y.h-.c.m =3 FBC ­-HVHZj.ri.dIati.,i Compliance Misthod: EyaluetionReportiroma Florida Registered Architect or a Licericand Florida raccon Compliance Method; Evaluation R.p.rt from, . Prouluct Eval,ation Entity IN - Tochn.log, Compliance fifiilthod� Evaluation Repent from -0 Professional Engineer FL#1999.R7 Products a Pierce RIgishanardArchitecc.r. 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Cod. Entry m Date pace Date Pending Date �Tffim Cade "I 1� 11 -1§4111 enifity or Data Data Me Pending Oat- Code �­ �, Entity o Date Dot. Date Esedlum 2a � L- " W = Type Version Manurfacturar Contact engineer & License Validated Ry VaIlkil Submitted FIFICApprov.1 Appro-cl Ah�!n Type Versa Manufacturer Contact Enter- & Lic- Validated W Validated 3.1amittaij FBC A-v.l A.-ecId Status Trai, ii�im Marm"clarior Contact Endreer & License V.11di By Validated Submitted FSC Approve! Ao--d $let- 2 = Revision 2020 MITsk ­ Csta,gi Or-ral Cemponert. ErinWalc,, CC Evalaafica, Sorel- LLC ICC E-1.0an Service. n952) 89M635 LILC, 01103/2023 l2f2Gr2022 01M312023 Approved Rsvh,,I., 2020 W.yonce.ser Gen.gory: Stri,cur.1 C..Wm­t3 Rob Sabi ICC Ev.I.,atl Sarvica, LLC an Lehrer, RE 02102)2021 1011312020 02R3312021 Appro,od 03) 924-0475 (606) �39-3284 Affurnatiem 2020 AphaAamnum, Inc C.I.gbi,y: Peref Wants Jose Stla Luis R. Lomas Steven M. 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Oubdel, HVHZ Yes Resistant '11A le -ore NUA Iseo I Mic"flam LVL Lsmlrstad Varase, Lumber ()3131i2ai No Yes N/A MIA MIRA Product Model- Number or Ni cb���id Approwd for Use Approved for Use Impact Design Product Det-ifirtloin P. In 14VHZ outside HVHZ Rnsisliant Pressure -1 D- 2 tyl 18 ga super high strength truss connector plate 12�3112024 yes y.s MIA NiA 2 Perot- PSL 3 TI'llb.,5trard LSL P-lial strand Lumber ISMV202� No ye. N/A MIA Limneeleal St-cl Lumber OU3112023 No Y. MIA NIA 1 Alpha Alumlnarm Sold 6amp:Versed Aluminum Soff Alpha Alunrliourn Send �,ami Vented Aluminum 07130QO23 No Yes No N/A 3 4 I VII1fi MT18HS 15 g . mas5 connector Plate I 2i3l.7024 iS go high strength truss correct. plate 1213U2024 � Yes Yes Y., Y. MfA N(A I'll NJA 4 TJ Rim Board Structural Cmnip,ele Lu,b,, or Cri-ted arand 0313112023 No Yes MIA NfA QMIJ Ump; Word Sonly Cmt) &amp: Wood . SHEET NO. 5 WT20HS 2V go high atnength truss connecter plate JW31M24 Y­ Yes N Ok MJA 6 T1­13. M718 iB 9, truss c-acer plate, 1 W310024 Yes Yes I'l fA Ni be rd Rim Board 5 Weyerhaeuser Rim B ... d Oriented Strand Board Rim Board 03/3lJ2023 No Yes MIA MIA 7 71-20. M720 20 ga. truss connector plate, 12131,2624 yes Yes MIA N)A 1 I I March 6, 2023 PA 1.1 I N Florida Department of Business & Professional Regulation Paget f 2 Florida Department Of Business & Professional Regulation Pepe t di Florida Department Of Business & Professional Regulation peas t atl Flodda Department of Business & Professional Regulation P4.1 et 1 Building Codes and Standards 6nam2 Building Codes and Standards error= Building Codas and Standards s 10 022 Building Codes and StBnderda eno 2022 �a = Product Approval Application Detail Product Approval Application Detail Product Approval Application Detalll Product Approval Application Detaa O L L. 70 „ .-. :,: .x v -» .: ,-..-- - _ .. e• ..., : _ - .. .. , ,..... ., .. w. ... �.. , Y .,> . _..� c x ..,r, r. Y� of ''b �5 Y;42. 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Hung Window 3r x lW Mnyl Non -Impact Single Hung Waseca OW2212p29 No Va. No +401-W C%j CV' A3 -o 13 Ssdr 10120 Slrgle Hung Vinyl Bingle Nuns 7Wln Comp.alb 172'x B3.s'1 08123r2027 Np vas rU +35p36 Z Pwb 10 Berlin Single Hung W ndow 54' x a0• Vinyl N-Impadl Single Hung Window 028 No Y. No, +601 kL.J 14 15 Series 1020 Slrgle Hung Sara lWO 81rgle 14 rg Vbtyl9hgle Nung 7Wln Composlle (66.b'xb3.6`) �121dp27 Mrry191rgb Hung TWIn COmpoolb(66.5'xm 0W77f2027 NO No Yes Yes No Mo +35F35 +y5).,yg $ 4 5 PetslO Bovine Sln la Hun W.ntlae g s Pease 106erles angle Hung Wndow bd'.63'Vln Npn-I ON9,1 Vinyl npedsingts Hung snow 05(02=3 36'a62'Mnyl NorFlmpept Single Hung Window 0W22r2023 10MV2023 No No N. Yes V. Y. No +50.50 a asp +551.55 Me +Salm ® CD c O ie rt rt S.ir 1=031 I. Hu Vinyl Blryile Hung lain C)omppalts (72• x 77} OBf16r1027 Np Ys He +401-K1 PetslOSeries Shale Hung Wndow b2-IW x 60'Mnyl Non-Imped Sl bHU Window re � M t0 V 17 Sa1r 1O20 $Ingle NUrg VIVO Fired With $Ingle Hung Har k63 (I Or x 72'1 10IG60 21 No Yes Me +3W-30 C�I m FLa112D&MSPMUSto M �11 f!) O c= a✓ O N t ud e. rre er um0.aedwim CaaHmat Fsdrriim Deb mHVHZ OuteMs s1V11Z IM= AriaMH Dodo4n W.aaem y O O cu C .Q V 1 15p Berl. orTharm.br Or Encompass arAranti High Performance Single Hung mlpA High Perbrmanpe Single Hung (47 x 72') ,E117f202T No Yes He+5at00 d Y y d a � 2 150 Bad. orThermrlarar Encompass orAvantl High Vinyl HIM Perbrmama Single HurgTwin 06010027 No Yea No +50$,W is Perrermenos Shale Hug Composite, (72' x es-1 f2') O 6 3 150 Series rThrmaebrat Encompass rAvantl Single Nrry1$Irgls Hung Tnpls Compe4hg (1(j4•aT?) OBltb(2027 No Vag No +4040 O' v ab 4 Hug 1SD Series rThwmema-Encompass arA-1 Single Vinyl Single Hung Triple Comp.ohe(10r x5%5") 02312027 Me Yes Me +3" i V y Hung CF = R C Cc O Florida Department of Business & Professional Regulation P.a.1 oil Florida DepeMlent of Business & Professional Regulation pew t Pf 1 Florida Deparsnent of Business & Professional Regulation Penal 02 Building Codes and Standards M1dr4e22 Building Codes and Standards anW2m2 Building Codes and Standards a l 2022 Product Approval Applicetlori Details Product Approval Application DOW Product Approval Application Detail _ _ .,:__z .-i �,-.... _._. a _..:... . .. .... .. ..:...:: > _ Al CGGL Eoi r Dam Deb wt. Wn,ana DYE. code �U.4LE Data Dab Peldna RO C-0 g& Min Dab Poodle a pi. TTVIN Version Marbriumr C'emset 6ndrv41Lkere Validated ar Valideted sphe utl FBCAOerWN Agpmw( stolift Miss version Manubetumr Ogjan g EndnnrA Beale. Wlki*W BY WOMYA sAmitbd FBC Arurwal Appraed (Basso Tea yinbm Manu40lurar u� EedPews Li.Ma Wlid.bod Br Wiggled aubmiHsd FBCAeemwl Angrwnd All .0on 2U20 Pelts 0DM*r dbn Jim Hayden Bondi Windm an Door James L Buckner, P_E. a CT11472020 0TM412020 0712M2020 Appmwd Aerm i lbn 2020 Pell. Corporatlon Joe Hoyden Bondi Warren W. Selector, P.E. T.E. Lunn, PE, LLC 07M4MOO 0711412020 071200020 Appmrsd AHrnwtb. 2020 Pelts Corporation Joe Hoyden Sandi Windex and Door James L Buckner, P.E. 07114/2020 0TM4(2020 07120(2020 Asp-" canal Wndows RObingn ManU14ClurarAdnglasbn CBUCH Englncemg Canal Wndows Rocnoon PEIA135 (661)026-0455 Caippy. Fiderbr Down Robinson MenubabnwAaaglatlon CBUCI( Engineering Dub6ebaerr. Hatrenbl Blldw M41I U214MM (561)421.0w DubCasgrlp Hotrmrtsl311der (641}621.600 ■ubbologvtp Boding Exbdor DoorAsnembDs M41}121-OM (551)401."27 Cwmplisexw sailboat CerlMeatmn Mark or Usting pelioprodualseproval®pe Compliare Mrihod: Evaluation Report From a P.I1.PredudaPprova gape, Cwepllsno, NOW W: C.rtlPretlon Mark or Ugling pelloprodudapProwdgpa 14-. Florida Reg leaved Amin tom ora Lbensed Fonda Ile-qm Ile.gm .pLa144H14U Pledunie Proawalpnel Engineer FURN46A. 12':Preire l ,.- grga„AgypaO Aewavee rev us. AeemvM ar Use IOtOfM Gdiall $pL 1-R4mmaurib gIM1a1f6YlmH Agarev.d her tees Aaerewd m ter Iraf0t GaMa0 Pradndt Model. Number er Name ProdectbaeeHmim CmrrastExeirstun be% (n Ili OutsMO WA Rewlebpj Pool Qwdol wu7rN Ain ro ge Fp Us. Aaerewd Far UM know p" ,Meg Pmduw dice L Nunb6r erNmw Cerrrf30)202rl6mlrarien 0.0 in HIM Ou1aHa HVHZ IYlIamM Pages(6 1 Series 102061k11ns YVIMow Vinci Sliding Wndow COX Or NO, 73-10"xBO') 0112712023 No Yin Me +3W-30 �! 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OW2W2(122 s6-irs9 No Yin N. +2510 OwfilrArurws Abe'OvN fer Use AMmi for Use Imsmas [*Wa- ry Produri Marbl.Nupbergrl4err PredMIDradaNm Cedeek e.ehriien oats in HVHZ Oukaid. HvHZ IYaetspt Pdarsimp 1 Sen.l60 ar & w pas orAw U 8IdIrg Ofoss Doer Virty124'artel •OX 811d1rg Gfogs Door (06.1t2' z OW2402031 No Y® No +25L25 85-112� 2 Serlr 180 or Eroanp.a orAwn6 aldirg Gbr Door Vinyl single Panel Fkmtl'O'Door (SMeIRe,3&17Fx 02il&2032 Np Yes No +4a40 81-iI2� a Sidr 15p r Errpnper orAwn6 SIIdI g G4r Door Vi ryl2 penal OX aldl g Gas Odo (77 a02'y OB10mon No Yes No +3W36 4 Swim 160or Enccmp.s crAvanti Blldng Geed Door Nro$lrgie Peel Fined O'Door(SMe[IW4'7-lR"x 02(1&2032 No Yea Ple +25125 wlisl PL1M5M4R14:Pmdnb. aollu Aruw" Am ad W Lae Acoyr �br I barn Ina". Mai Proded Model. Number at Nam. Waduu. r)e.edmim Cednrx Brmrritsn Dab in N4N2 outlaws WIN PASIUA Prime,= 1 Swim IS) or ErowpFDe drAvanti Siding Obs Door 'AV 244en i •OX Sliding cases Door @Wla' x I W202031 No Yea ale +25125 55-112.) 2 SmIcs 150 or Encompass orAvanti Blidng Gaza Door Vinyl Single Panty Fixed "0•Uior(SMeNe, 3&IWx 07MM032 No Yes No +40t40 81-112-) a SWIM 150 or Errampses orAvan531ldkg:Glass near VW2-Psn.l'OX'Slding tlss Door(17 s 62') IDW42032 No Yq Vie +31" 4 Balm lager Encenlpees orAwna Skels Glass Ooor Vbryl dingle Panel Flood•O•Door(310eI1NI 47.12"x 02I1612C32 No Yes me +25F26 06-112-) (D z o L O 0 O L U) n U m Q O L w� z� z Q J d SHEET NO. March 6, 2023 PA 111111 2 MMD i J' - - - -_ _._-_. -_-.. __ - - - -- --- -.---- - _.__-_- ----- - _ - - T-��-._..fir-i �� , � i --q ti �t .tea :. --- n r-- I -- -F nn -r N to M N U O� 0- 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 a�� Simpson Strong -Tie 2020 FBC Approved Products updated 1Z�ozozo Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 Sim son Stron Tie. 2020 FBC A roved Products p g- pp Updated 12/30f2020 N Q p O For direct links to all SST approvals listed belov✓, CLICK HERE. , For direct Ilnks to all SST approvals fisted belovd, CLICK HERE. y For direct links to all SST approvals ksted helwd: CLICK HERE. Fa dlredt Ilnks taall SST approvals listed belove, CLICK HERE. �1 LL� For additional Informationr r" I 's StatewideProduct i I regarding Florida's Approval System and Miami -Dade Count Notice of Acceptance (FJOgI, CLICK HERE. Y P. C c O CK H RE.Florida'sStatewide "Far additional information r ardin Florida's Statewide Product A royal S rem. and Miami -Dade ounty Notice of Ac a lance (N A), CIA E eg. 9 pP Ys P._...� Product 1 e Mlamr-Detl County Notice o Acceptance NO CL CK: HERE. n Far additional information regarding F S w Approve System and e y I 1 A ap ce ( A). I a additional Information re ard-xi Florida's w"de Product vat F. g _ g Ste e r o Appro 9gstem and Mami•Dade County e P Acceptance i. h R Notice o A c prance (NOA), CL CK IE E. FL#2355-R7 FL#10446-116 FL#10456-R5 II HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- :3 U co 9/16" and heights ranging from 4-5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Descriotian Sea # Product Model. Number or Name Product Description Sea At Product Model. Num bar or Name Product Description version (HUSC) available for models having width equalto or 2 2 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTS, BTH Brick Ties greater than 3-9l16". L_ 0 L 2 APA21; APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCl8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging*10 Q 3 APB44, APB44R, APVB66, APB66R, AP888, APB88R, APB1010, APB101OR, APVB44, Outdoor Accents Post Bases 3 C514, C516, C518, CS20, GS22 Coiled Straps 51S" and heights ranging from 9-114" to 16" Q _ FL#9589-R6 APV844R, APV866, APVB66R, APV888, APVB88R, APVB1 010, APV81 01 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS; LGU5.25-SDS Face -mount hangers M O (a 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers ((S O Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LU021 OZ Face -mount hangers E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H15-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in wid�anging L 2 SD9112, SO9212, SD10112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4; AP76, APVL4, APVL6, APV74, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-9, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 1Islle"._ (n Q 3 SD9112SS, SD92125S Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGL[5.25-SDS; MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangersems+r�14 SDCF22434, SDCF22512, SDCF22614, SDCF2270D, SDCF22858, SDCF221014, Strang -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD31,5, HSS2=2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widManging Q v )SDCF221134, SDCF221334. SDCF271958, SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2, HST3. HST5. HST6 Straight Straps 118" and heights ranging from 6-1511�19-1/2 LAJ 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTSZq HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MU326, MUS28 Face -mount hangersM 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 availabl dths rangin rol'�1-tp- N 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging All e' 314'. -p 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. `CS Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, L5TA30, L5TA36 Straight Straps r� Concealed flange version (SURC, SULC) av a for all dovie SDS25500. SDS25600, SDS25WO 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is cc led y ty NC 8 SD52511255, SDS2520055, SDS2521255, SDS253005S. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging fro 11' 9 SDWF2716, SDWF2720, SDWF2724, 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 2-5/6" to 11.114" 3 as 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps m w FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. M5TA49 Straight Straps FL#10667-R6 3 Co 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sec # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC480S, MSTC66B3 Pre -Bert Straps Sea # Product Model. Number or Name Product Descriotiancc '' 1 ATR318, ATR172, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MSTI48, MSTIGO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging fr 1-9J16" tom Q 2 ATUD5, ATU08-2, ATUD9, ATUD9-2. ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MT516, MTS20, MTS240, MTS30, MTS30C Medium Twist Strap 11S" and heights ranging from 7-118" to 30". 3 BP316-21 BP112, BP112-3, BP5/6-2, BP518-3, BP3I4, BFW4-3, SPRTUD3-4 Bearing Plates 24 1 LSSJ26RZ, LSSJ28LZ,. LSSJ28RZ, LSSJ21OLZ. LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2xl O-12, NCA2xl2-12, NCA2x8-16, NCA200-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318. CNW112, CNW518, CNW314, CNW518-112, CNW514-5/8 Coupler Nuts 25 LSSRI 81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 8-114" to 24". L 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 1 LTP5 Tie Plates 26 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, Mill ML262; ML28Z. ML21 OZ Angles 29 1 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof -fie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD40. RTUD5. RTUD5, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24"- 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, 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 5.114" to 8- 9 TUW33 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12. ST18, ST22, ST292, ST2122, ST2115. ST2215, ST5215, ST5224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1,(Z' 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 Te20, T1327, TB30: TB35, TB42, TB48. TB54, Tess. T860 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 5M" 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 W8106, WB106C, WB126, Wet 26C; WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 35 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in twddths ranging from 3-114" to 7- 1/S" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HIS series hanger Top flange hangers available in wdths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30" Sag # Product Model. Num bar or Name Product Description Sea # Product Model Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sag # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2 37x7 63 CBH2.37xg.75 Concealed hangers and heights ranging from 10-1 Zip 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (DU, DHU) and 'top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1X'to 8- 3 H008, HHDQ11, HH0014 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging From 1-9116" to M/16" and heights 718" and heights ranging from 7-112'to 32" 4 HDU2, HDU4, HDU5. HDU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS: HGU5.25-SDS: HGU5.50-SDS, HGU5.62-SOS HGU7.00-SDS, HGUT25- 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. HHRC411,81, HHRC44, HHRG5.25/3.25. HHRC5.3713A2, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MPAf44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16" w 12-718" 14 HUSTFseries hangers Top flangejoist hangers available in widths ranging from 3-1/8"te 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5,25SDS, HHGU5.50-SDS. HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8"to 13-1l8". 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU26, 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. STHD1 DRJ 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; TC26. TC28 Truss Clip HHUS7.25110 version (HUCTF) availablefor all models having width equal to or 11 THA29, THA213, THA218, THA215.2, 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 6-118" and heights ranging from 4-3M" to 15-314". 15 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81122, THAl2.D6122, THAl2.1I22, THA1222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and .4Xmodels, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9110" to 7- 14 THJA26, LTHJA26; LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers I/2" and heights ranging from 5-318" to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 16 ITS. series hangers Top Flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-1/4"- Concealed flange 5/8" and heights ranging from 9-118" to 16" 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available forallmodels 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 5.318" to 7.14', 10 HUCQ1,81/9SDS, HUCQ181111-SDS, HUCQ210-2-SDS, HUCQ210-3-SOS, HUC0310- Face -mount hangers 20 JDA series hangers Top flange hangers available in vadth of 1-9116" and heights SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS, HUC05.25111SDS, HUCQ610- ranging from 9-3116"to SDS, HUCQ512-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1230/2020 MM"o, Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30I2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to ell SST approvals listed Wove: CLICK HERE. For direct links to ell SST approvals listed belas5 CLICK HERE. C= For direct links to all SST approvals listed belay, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product rove System and M i-D de pun Notice Acceptance NO CLICK HERE. I d a9 g Approval ys a am a County Notc of Accep ❑ ( A), v uF r'� If RF .. For additional information regarding Florida's Statewide Product Approval System and Mi mi-Dade Count Notice of Acceptance NOA � a I rag ng ppr ys a Y p ( ), � - C.I If1 6tFRF eg g pp ys y p ( }, _ _ _ _ � For additional information regarding Florida's Statewide Product Approval System and Miami -Dade Count Notice of Acceptance NOA _ o For additional information regarding Florida's Statewide Product Approval System and � mi-Dada County Notice f Acceptance O CLACK HERE, I g g pp I y5 d Ma Y C 0 A p (N A). 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S1LBV1.56, SILBV1.81, SiLBV2.06, S1LBV2.37, SILBV2.56, SJLBV2.68, SILBV3.12. Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8": SILBV3.56, SlLBV3 62. 51LBV4.06, S/LBV4.12, SILBV4-28, S1LBV4.75. SILBV550 6 Strong -Bolt 2 (STB2, STB2.4SS, ST62.68S) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9t16" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, SIDTT2Z. SlHTT14, HTT4, HTi5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118". 1 HHUS210-3, HHIJS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HRS8, HR512 Strap Ties 21 SP4, SP6 Stud Plate Ties avallabIs with hex head in carbon steel and Types 304 and 316 7JS" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THG62, THG03. THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THG03-SDS4:5, THGQH2-SDS3; THGOH3-SDS4.5, THGQH4-SDS8 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, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (rHDB25158RH, THOB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 116" and heights ranging from 9-114" to 24". THD50234RH, THD102121RH) 26 PF, FIFO, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7- V8". FL#11473-R5 FL#13904-RS (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1.9116" 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 9-1/4" to 32". 1 DETAl_20 Double Embedded Truss Anchor 1 CCQM3, 52-SDSHDO, GCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder RetrofiAnchor CCTQM4.62-SDSG, CC7QM5.50-SOSG, CCCQM3.62-SOSG, CGCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, 1-116-2 Hi6-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 1 ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLQMD5.50G-KT. ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Modal. Number or Name Product Descrintion 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQMDS 50G KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 2 ABA44. ABA44R, ABA46, ABA46R. ABA66. ABA66R ABU44, ABU44R, ABU46 ABU46R, ABU5.5; ABU5.6, ABU65, ABU66, ABU66R: ABU88, Adjustable Past Base Adjustable Post Base 7 8 HHETA16: HHETA20. HHETA24, HHETA40 LGT2, LGT3-SDS2.5, LGT4SDS3 Heavy Embedded Truss Anchor GirderTiedow,m 3 4 HGUMS 25. HGUM550, HGUM7.00, HGUM7.25, HGUM9.00 LGUM26-2, LGUM26-3-LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (THD-H4SS, THD-H68S, THD-CS6SS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 �✓ ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 9 1 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW667, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Adjustable Post Base 10 1 META16, META18, META20, MF A24: META4D Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.5617.25, MBHA3.56/9-25, MBHA3.56/1L25. MBHA3.56111.88, MBHA3.56114, MBHA3.56116, MBHA3.58M8. MBHA5.5OfT25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. z 5 BC4, BC45, BC4R, BC6, BC6R, 8C8, BCS2-214, BC52-3/6 Post Cap Post Cap 11 12 MSTAM24, MSTAM36, MSTCM40, MSTCM60 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/1188. MBHA5.50114, MBHA5.50116, (TNT) Then Turbo Screw Anchor for concrete or masonry 6 C044, CB46, 0848; C066, C1388 Embedded Column Base MBHA5.50/18 7 CBSQ44-SDS2. CBSQ46-SDSZ CBSQBC-SD52, CBSQ86-SD52, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111,25, MBHU3.56111,88, MBHU3.56114. MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-112" and FL#11496-R5 MBHU3.56118, MBHU6.50/9.25, MBHU5.50/11.25, MBHU5.50111.88. MBH U5:50l14, / W2 ranging from 3-5/B" to 7-112" MBHU5.50/16, MSHU5.50118 Sea # Product Model. Num ber or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.114" to 9.112" and Sea # Product Model. Number or Name Product Description 1 X3401018-SK, X1S1016,X1 B1016-4K, X01 S1018, XQ1 B1016-4K 410-16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-5/S" to 7-112" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CP766Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RS 2 XLQ114T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HDRB Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 H7T4, HTT5, HTT5-314 Tension Ties Sag # Product Model. Number or Name Product Description 3 XM0114SI224, XMQ11401224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338; SDW22438, SDW22458, SOW22500, SDW22600 SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 LPC4Z, LPC6Z MPB44Z, Light Post Cap 2 SDVV22634 SDWC15450. SDWC TRUSS 4 X0114SI224, XQ114BI224-2.5K, Xl141S1224, X0112S1224, X0112B1224-2K #12-24 Strong -Drive X Meta( Self -Drilling, Tapping Screws with #5 Drill Point V MP866Z, MPB88Z Moment Post Base SDWC15800 Strong -Drive Screw 16 PB44, PB44R, PB46, P866, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300D6 SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWH101000DB Strong -Drive SOWH TIMBER-HE(Sorew 5 XU34S1016. XU3461016 6K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46: PBS66 Embedded Post Base 4 SDWH274C)OG. SDVVH2760OG: SDWH27800G, SDWH271DOOG, SDWH2712000 Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 Few, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312. SDWS16400 Strang -Drive SOWS FRAMING Screw,+ 19 PC44-16, PC46-16, PC45-15. PC64-13, PC66-16. EPC44-16. EPC46-16, EPC48-16, Post Cap 1 SB518x24, S87/8x24, SB1x30 SB Anchor Bolts 6 SDWS19800, SOWS1971Z SDW,922400,SDWS22500.SDWS22512, SDWS22bw. Strong -Drive SDWS TIMBER Screw(Interior Grade) O EPC64-1 Q EPCBB-18 2 SSTB16, SSTB20, SS'TB24, SST628, SSTB34, SSTB36, SSTBI 6L, S8TB2OL, SSTB24L SSTB Anchor Botts SDWS22800, SOWS22900, SDWS221000, SOWS221100: SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z. PC4RZ, PCBZ, P05RZ, PC8Z, PC8RZ. EPC4Z, EFC4RZ, EPC5Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS223001)8, SDWS224ODDB. SDWS2250008. SDWS22600DB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS22100008 Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DEB Outdoor Accents Structural Wood Screw 1 DSSC643.5, DSSC848, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS27100DSS SDWS27120OSS 3 FPHSD34S1015, FPHSD3401016, FPHSD34B1016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- V Seg # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3481214.5K Drilling, Tapping Screws FL#I0866-R5 1 CMST12, CMST14 CMSTCI6, CS14, CS16, CSIS, C820, C522 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 1 LSFC4 25, LSFC6 25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M 2 HRS6, HRS8, HRS12, FHAS,FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LS5C6 25 SSC2,25, SSC4.25, SSC6.25, MSSC2.25, M55C4.25, MSSC6.25, Steel Stud Connectors W Sea .# Product Model. Number or. Name Product Description MSTI48, MSTI60, MSTI72, S/MST27, SIMST37: SIMST48 MSSC425KW, MSSC625KW I F-A, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW38: RCKW5.5S Rigid Knee Wall Connecter 2 FRFP Flat Retrofit Foundation Plate 4 LSTA3O, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC643.5, SCB45 5, SCB47,5, SCB49.5, SCB411.5, MSCS45.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01­148-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- 8, GH610-6, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21: LSTA24, ST292, ST212Z ST2115,, ST2215 LSUBH3.25, SUBH325. MSIJBH3.25 Straps 33 mil (20 ga) Bridging Connector Sea # 1 Product Model, Numbar or Name AS 18, AS 18S5, AS 1830 Product Description 18 ga. Truss Plates 8 9 SCS32-5197, SCS62-5197: SCS52-51118, SCS82-5/118 SOW, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLBSA, GLB58, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 1 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJG8.25 SJC10.25, MSJC8.25_, MSJC10.25 Steel Joist Connectors 5 GLBT512; 0817612, GLB7516, GBLT616, GLBT520; GBLT820 Glulam Bearing Plate 8 LTS12, LTS1 B, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS03.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLSB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30: MSTA36, ST5215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7851414 414-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MS7066; MS7C78; S76236 Straps 68 mil (14 ga) Screws LIJ 8 UFP10-SDS3 Universa l Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, M7S30C Medium Twist Straps 13 XQ1S1016, X01 Ell 016-4K, XQ1 S1214, XQ161214-3.SK, XQ78S1224, XQ7861224-3K, 410-16, 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1B1.56, S/B1.81, S152.06, S162.37, S1132.56, S1132 58, S1B3A 2, S1133.55, S/83.62, VB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114SI224; XQ114131224-2.5K, XQ112S1224, XQ112BI224-2K, X34BI Ole-5K; Tapping Screws S/B4.12, SIB4.28, 5184.75, 5165.50 X181016. XiB1016.4K, X181214, XiB1214.3.5K 13 SIBA2.1218, SIBA2.12l10, SIBA2.12112, S/BA2.12/14, SIBA4.18/8, SIBA4.18710, Top Flange Joist Hangers Sag # Product Model- Number or Name Product Description Z J SIBA4.18112, S/BA4.18M4 1 ET -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW 75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHD8S, S/HD86, S/HD1CS SIHDIOB, SlHD15S, SIHD159 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWR PINWP-W, PDPAWL, powder -actuated fasteners. threaded studs, and assemblies Q 16 SIHDU4, S/HDUB, SIHDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 -I 17 S1JGT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO, March 6, 2023 PA 1.3 (2) (2) C_ U) Co -0 > MIAMI. MIAM-DADLE, COMM' amsp PRODUCTCMTROLSEC110N. PGT htditstnes, Inc. PGT Industries. ]Inc a) 0 L_ _0 C�L 0 PGTIndustries. Inc. 0 11905 S%1,26 Saee� Pimm 2H DEPARTMEZU INTOTICE OIF.4LCCEPT-A,,NCE-ENTDIEN(,ESLTB-WrTED NOTICE OF ACCEPTXNXCE: EVIDENCE SUB.AHrTED C=J (D OF REGULATORY AND ECONOWC RESOURCES (RER) -Mi=L Flwi& 3r, 175-2474 _B0 -46RD AND CODE ADAMNISTRATIONDNMON T(W)315-2590 FPW),315-25909- N 01 IC E OF AC CE YLAY CTE: E N'IDF-NC E SUB MTTED (D 0)0 -1-, U) -4--m NOTICE OF ACCEPT-A.NCE (-NOA) 1. Evidence submitted under previous -N-0-A YASS D. QU,.XLr1 SITRANCE cn,, CU CD U) A. DRAWriGS B, TESTS (contiztuei]) L Mami Dade Departmentof Regulatory and Economic Rc%wm (RER)- cm a) -0 0 -0 -0 PGT Indusnies. Inc. 1070 Technology Drh-e. 1. Mamfacturees, die drawings and sections. 5- Tes-trepcoon 1) Air Infilhatim Test. per FBC, TAS 202-94 cD c= =D %_ 0_0 L_ 0 0 _NorthVenkt, FL 342"75 (Submiffed tinder A70.4.,Vo. 11-0107 041 2) Unifom Static Atr­Pvssure Test- per FBC. TAS 20`2-94 E. XLALTERLA.L CERTIRCATIONS W 0 U_ SCOPE: 2- Drawing No. MD-5570.0, titled 'TinM Sliding Glass Door NOA a2vi)", sheets 1 3) Water Resistance Test. per FBC, TAS 202-�_94_ cc � = >4 1h etr 1- Notice of Acceptance'No. 15-0528,14 iss�sued to Vision Ex1rusion Limited for their -W LL_ Q_ C CU 0 Cc This NOA is being issued uu*f theapplicable rulegandregulatium governingthe use of construcitonnLiterials. Mw I through 21 of 2 1, papared by manufacturer, dated 1 0105A5, withwvision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 _; = 'Aklkite R*9 PVC Exterior Extrusions for Windows and Doors". dated 08:f 15. cc C* 8 0 > -0 E docuineatationsubmittedh&, beenreviewed and accepted:byNfiami�bade CountylZER-ProductControl Section to 04A)5/17, signed and seaked by A. Lynn Miller P.E. 5) Cyclic Wind Presswe Loadingper FBC, TAS 203-94 expiring on 09,13 019, "0 be wed m 34A_=`Dade, Cv=y and other uew,, wh= allowed by theAuthotity Having Jusut&tim fAHJ).L 6) Foxed EnM Test per FB C, TA S 0 2- 94 2. Notice of Acceptance No. 16-020,08Lssued �to Vision F=sion Limited for t C2. t W CU C)- This NO A sla all n ot bre valid afiver the expration da te s tated be lo�, -Me Nliami-Da de CD UnAl PfOIJUC t CMtr0l Se C Wn B . TESTS along with mariced-up drawings aid installation diagram of,4*y1'didmg glass door, prepared 1000 Tan.27,02 and lighter Shades (Non-Niltite Rigid PVC Exterior Extra -, fts or % -�i lij r _4� -0 - U) < (In Miann Dade County) and�or the AIU (in areas other than Miami Dade County) reserve the rightto havethi" 1- Test report on 1) Unifb= Static.Ak Premure Test, .perFBC�JAS 202-94 by Fenestration Testing Lab., Inc- TeStL Report No-FTL8.549.4ated lliXM5_ sti d d � gne an M Windows and Door:s". dated 11408/16, expiring on 12,02912 1- product of material testedforquaWamurancepuipc4ts. If thiaproduct ormaterialfads toperlormin the accepted 2) Large Adissile Impact Test per FBC, TAS 201-94L sealed ky Idalmis Ortega P. E_ (Test repoit revsed on 12M� 15 and 024lJ16) 3- Notice of Acceptance No. 1,"_152815 issued to Vision Ex-mmion Limited for their their manner. the maffnf�cturer will incur the expease of such, te-stingg andthe -AHImayinzaediatelyrev ol-e- mo dif�,, or 3) CyclicMmil pressure Loadmg per FBC., TAS 203-04 6- Test report on 1) Air Infiftation Test, per FBC, TAS '202-94 I . ��Brawn Coated (Painted or Laminated) N� Rigid PVC Exterior Extrusion or t suspend the use of such product or materW within their jurisdiction. RER reserves the rightto revoke this acceptance- if it is determined kylVfiami-Dade County Product Control Section that this product or material fails toL along withmarked-up draw-ings and installation diagram oftinyl sliding glass door. prepared 2) Unifmin Static Air Prmsure Test- per FBC. TAS 2021-94 'n N%`mdows and Doors". dated 0&113/15, expiring on 09130119- = ca 0 meet the requirements of the. applicable building code- by Fenestration Testiqg, Lab, Inc - Test Report No. FTL 8717. dated 12)0715, signed and 3)'WT21er Resistance Test. per FBC. TAS 202-94. 4. Notice of Acceptance No- 1"712.02 issued to ENERGI Fenestration Solutions USA, This product is approved as described hemin andhas been desLaped to comply with the Florida Budding Cc de. sealed by I dahnis,,Orteg a. P_ E - (Tesi report revised on 0M Sil 6 and 022*` 16) 4) Large Missile Impact Test per FBC TAS 201-94 Inc. for their -TA-N 3040 and Lig z ghter Shades (Non-ANThitie) Rigid PVC Exterior including the High Velocity- Hunicane.ZonE 2, Test report on 1) Air Infiltration Test.,per FBC, TAS 202-94 5) Cyclic W ind Pressure Loading per FBC- TAS 203-94 Extrusions for Windows and Doors" dated 09;15116- expiring on 02v%*2 1. DESCRIPTION-: Series 4-5570127770" 1"invl Sliding Gla-ss Dow (Reinforced) w1wo 9W & 1350 corners-L.-MIJ. 21) Uniforin Static Air Pressure Test- perFBC, TAS M-94 along vathmarked-up draw-mpand tuskillation diagram ofxmyl sliding glass door.. prepared Notice of Acceptance No. 1" 712.04 iss;ued to ENE 3. - RGI Fenestration Solutions USA, .AYPROVAL DOCUAMN-T- Drawing No � 'NID-5570.10 Rev R, titled "Vinyl Sliding Glass Door'NOA sheet, 3) Water Resistance Test, per FBC, T-AS 2102-94- by Fenesuation Testing Lab- Inc.- Test Rrport No. FTL 8552- dated 12,104115, signed and Inc. for their '"Bronze and Lighter Shades of Cap C oared Rigid PVC Exterior .1, thro it, 4�i 2 1 o f 2 1 ., prepared ky m anufa cAmw dated 10 it 5A 5 and list remsed on. 0'-)'?o I L, signed ,41A scale d by 4) L arge Missile- Impact Test per FB C. TAS 2 01-94 sealed by Idalmis Ortega., P. E_ (Ilest report mdsed on 0211 5�2016) Ex1rusions for Windows and Doors" dated 09115116- 1 � expiring on 04/1 6L10. A. Lym N� Mer, P.E.. bearing the Nfiana-Dade CountyFrodu ct Corntrol. Rei&ion stamp unth die. Notice-. of 9 5) Cyclic Wind Pre&mm Loading per FBC- TAS 203-504 7. Test report Ou 1) Uniform Static Air Pfessufe Test- per FBC, TAS M-94 6. Notice of Acceptance No- 16-0712.03 issued to ENER,1GI Fenestration Solutions USA, "White A c ceptanc e nu mb er and expiratio n d ate by the Mumi-Da de County Pro duc I C a atrol Se c ho n. 6) Forced Entiv Tea, per FBC � TAS 209-94 2)Laige Alissile Impact Test pex F.BC, TAS 201-94 Inc. for their Riod PVC Exterior Extrusions for Windows and Dooi,3 dated All S SnX LM. PACT RA TLN,-G: L a rge a a d S ma 11 A.Ems He, I mp a c t R e sis ta n t along with marked -up drawings and iristallation diagram of vmyl sliding glass door prepared 3) C�yckc WindPressure Loading per FBC_ TAS 20-3-94 09,'10117, expiring on 0129118- . Limitations: by Fenestration Testinj z Lab, Inc, Test ReportNo_FTL8546_ dated 11106;1-5: signed and along vathnimked-up draww gs and installation diagram of viiql sliding glass door, prepared. 7- Test reports N . 10-DP2-792(A)� 10-064M0527-5315753-09- per ASTNIE-84, "o(s) -1 I - See table I (sheet2) and table 2 (sheet?) foTapplicable SGD unit sizes- design, press;ures7 reinforcemen types. st�alMkvIdahnisOitt!gaP-EL.(Tt�-,Tfepoitfevisedon0l,,04' 16 and 02`1 V2016' ) by Fenestratim Testing Lab. Inc. � Test RepoTt No. FTL 6638 (samples A-1 thru. A-22). dated ASTNID 1929 and ASTMD-635- issued ky EXONFA to Vision F_xtnision for cellulosic glass types -sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sbeets reqiurements in 11 thru 16. 3. Test report ca. 1) AirinfiltfationTesl, per FBC TAS 202-94 11/19110, signed a-nd sealed b�- Jorge A- Causo, P_ E. (SubtriNeW rinderNO-4 Vo. H- con4msite material I Rigid White PV, C, Tan (Non -white) Rigid YW andBromm coated (Painted or lanumited)white Rigid FVC'to be 2) Uniform Static Air Pressure Test- per FBC_ TAS 202-94 0107. 0-4) (S-u3ndlted rtnder.V0_4.N-o. 11-010" 041 Z labeked per referenced NOA'sre4uiremews. 3) Water Resistance TeA_ per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test- per FBC- TAS 20-94 8- Notice of Acceptance No. 14-0916.11 issued to Kurmv America., Inc. for their 3. Egress operabledoors must comply uith min clear width or height per FBC fegairemmt as applicable. 4) Large Missile.Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test, per FB-C,LAS 202-94 "SentrsGlasig (Clear and White-) Interlayer'.. expiring on 07,;_041 S. -of 4. Facketw.-illsunder 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. 'Notice Acceptance No. 16-1117.01 issued to Kurmy America, Iric- for their LABELLNG: Each unit shall bear a pemment label with the mawfactm&,,; name or lop. icity. state andseries and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Mis� In4mct Test perFBC, TAS2.01-94 "Trasifolt-11traclear., Clear and Color PVB Interlayetf% expiring on 07%19. following staiement: IIN14mi-Dade County PrDdwt,CoomalkpIxoT,,ed",noWhemim along with marted-up drawings and mstAllatioa diagram of vinyl shdmg glass door, Im-epated 5) Cyclic ATind Pressure Loadingper FBC, TkS 203-94 W RENEWAL of this _N0A shall be considered aft6r a fenewal application has been filed and there has been.no 'by Fenestration, Testing Lab.. Inc. -Test, Report No.. FTL,8-547, dated 11`0411, 57 signed and 6) Forced Entry Test, per FB,C_ TAS 292-94 F., STATEXHINTS changem the applicable building codenegatively aflecting the perfomawe ofthi& product- sealed by Idahnis Ortega, P. E. (Test report revised an 0.2/1516) along with ntmted-up drawings and installation diagram of vinyl sliding glass door., prepared I - S ta teme nt le tt ef o f confonnance w ith FB C-55 1k E ditio n (2,014) and FB C - 6 "1 E ditio a TER-Nin-ATION oftbis NOA-%,M ot cur aflerthe, ' fion date or if theie has been a revision " thange in the ey-pum 4. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 fsamples A- I thru A-5), dated (2017� issued by manufacturer- dated 08!`14117� sipaed & sealed by Lynn Nfiller, P�E_ material-., me. an'Zor Manufactm-e- Of the product or procesis,.14isuse of this NOA as an endonaeme�& of allyproduct, 2) Unifom Static Air Pressure Test. per _FBC_ T-AS 202-94 12J06110. signed and sealed by Jorge A_ Causo. P. E. (Subjuived underNO-4 A& 11- 2- Statement letter of no financial interest, dated 04/1& IT issued by m2nufactui-er, signed forsales, achrertismg, or any other purp,*,essha automatic allvtemunatethis NOA. Failureto, conply-wv& any 3)Vi7ater Resistance Test, per FBC. TAS 202-94 0107 09) sealed by 1..�mn Miller, P-E. sectio a of this NO A shall. b e c au -%-. for termination anA removal o:tNQA 4) Lafge Nfissilee Impac Teg per FBC_ TAS 201-94 3- Letter of 1-ab comphance�, part of the above test reports. AD'%T_RTISE-_Aff_\-T.- The NOAuumbei precededby the words Nliand-Dade County Flonda, and folkywed byffie _J),C.yC& LW, ind Pressure Loading per FBC. TAS 203-94 C. CAL CILT + RER_ Test Proposal No� 174387- dated 05i05117, signed by Islmq Chanda, P.E. expiratic�n dam may be displa.yed in advrntising literature- If any poition of the NOAis displKyed- th en it s h a 11 be 6) Forced Entry Test, per FBC, TAS 202-9-4 1- AnchiNverification calcUations and structural analysis, coqp�-Mg -with FBC-201A. done in its entirety along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 5and L prepared by PGT_ dated 1241-03 ast inrised on 02115116- signed and sealed by G. OTIIER B-SPECTIO-N.- A copy of Ws enwe NOA &hall beproxitled to the user byL&e M21n]factmef' or its distrikitors and ;estRepcdNe.FTL "Wdatedl-1,'04 by Fenes _mtion Testing Lab, Inc., T_ "I - Anlh=yL Miller, P�.E. (Subotifted uRd&,V,0_4,NQ. _15-nuosp. L Notice ofAcceptance No. 15-1210.01. issued to PGT Industries., for their Series, shallbeavailable for inTection at thejob site at the request of the Building Official. sealed ky Idalmis Ortega, P.E� (Zest rq�ottrevised on 01M,16 andO2111116)_ 2, Glazing complies with ASTNIE-1300-09- `5-57&!770" Vinyl Sliding Ghiss. Door (Reinforced) - LAL,117� extpiring on 04+114�21_ This NOA r ev, ises & reneirs'N ' 0A#20-04219.05 and cousisft of this page I and evidencepages E-1. E-2. E-3. E-4 E-5 & E-6 as well as appro-.ml document mentioned ab(nie- 0 The a*xnitted docunaentation was reviewed by Ishaq I C-handa, P.E. hh2q, L CLUW2. P.E., Product Control rwh Supemisor Ishaq 1, Chanda. P.E. Product Coatral Unit Supervisor 1Sh2q I C63&112, PX. Product Contra] U-mit Supervisor INGAIN0. INGA, No� 2 1-0 2 0 5.03 21-01.0-5.03 INOA No. ]',1-020F.03 WMAHMWE COUM23 Expiration Datet April 14,2026 14NEWLW6111" If "PROW Expiration Datet April 14,2016 1)3te-. 1 Expiration Date. ApriJ14.2626 'Nfarck Expiration Date. April 14,12026 Approral Da te.March. liF, 20' .1 5, .4proval March - , 202 1 -Approval Dam is, 2�02 I Approra I Date. 'March 25,2021 Page 1 1-1 E 1-3 PGT Industries. Inc. CGI Mindows and Doors, Inc. PGT Industries. lue. N OTICE OF AC C EPT _ANC E: E VID ENC ESUBS11 11 TED NOTICT OF ACCEPTAN-CE: E VIDE NC E S I 'MX11T TED NOTICE OF A C CE P TAINKE: EVIDENCE SUB AM rTED 2. Uvideare Submitted under preiiaus submittal E. KALT-ERI-XL CERTUICATIONNS (continue) 3. lNewEvidence Submitted 5. Quanex Part Super Svacer. Stand complying, with ASTMC518 Thermal Conductivity A. DRAWLNGS 0-881BTU-inlhr.-,ft'--.FASTMFI�)40'�A�M' -�ass,AS7[MD39850x-,,�-gen�Pass,ASLME A. DRAWU9GS 1. Drawing No. _XED-55770.0 Rev B, titled"Vinyl Slid -mg Glass Door NOA W', sheets 2190 I.G. Durability -No Fog-Pass.,(Submined 15-8409 0$) 1. Drawing No. -INED-5-577 k,0 Rev B� titled --Vin Door NOA yl Slidiag Glass sheets I I through'21 of 2 1, prepared by inanufacturer. dated 10,,'05,115 and last fev`iSedon through'21 of2l. prepared bymanufacturer, dated JLO/05"J'Sand Int revised oil 0210M21- 04,22CO, signed and sealed by A- Lynn Miller, P_E_ 6, Quanex Part Digaseal I with ASTM C518 Theruml Conductivity 2.'_Z? BTU-ini CQnT Ymg signed and sealed by A- Lynn -Miller, P_E_ br.-ft--�-�F, AST2 I F 124-9 WV`IR­Pass_. ASIM D 1434L Argon Pertreance-Pass, ASTNI E Note- This mnrision consiss replacemeat of same existlng mstallation screw with flat head- B. TESTS 218-0 I.G_ Ehirability-No Fog- AST-M E 546 Dew Point Deve1qpn=t -201F in 48 L-S. 1. Test reports cc: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subw itted n 71 der �VO_4 X& 15-0 -469. 05). 2)Unifom. Static Air Pressure Test- Loadingper FBC, TAS 202-94 7- Vision Extnisions- Ltd- Parts. comp4mg, with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC ' TAS 202-404 for IZigid Po�winyl Chloride (PVC) Extenor Prof iles for Vision Extp�-, Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC,, TAS 201 -94 AAKAL Fenestration Extenor Profile Certifwation ProgrAm fStibmided iinder JN'0_4,JV& 15- 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409. 015) C. C.ALC"U1LAT10XS along with marbed-up drawings and installation diagrant of all PGT Industries, InL 8- Vision Extrusions, Ltd. Parts complying, with PVC-AAK4,3 03-13. I- None - representative units listed below and. tested to quahf�y Dowsil 7) 91 and Dowd] 983 sfficones, (-�ntpnriffed L underNOANo. 15-0409.05) D (D (D prepared by j Fenestration Testing Laboratory Inc., Test Reports No.: i i 9_ PVC-AAMA 303-1.3, Voluntary Specificationfbf Rigid Polyvinl Chloride (PVC) Exterior QUALITYASSURkNCE FTL-7897,PGT PW-5520 PVC Fixed Window (unit 6 inproposal), datedOM3114 Profiles for Vision Extrusticas- Ltd-ATEC-1 by AANIA Fenestmtion Extefior Profide 1. Mami-Dade Department of Regulatofy and Economic Resources (RER)_ U) FTL-20-1107.1, PGT SGD780 Alumimurn Sliding Glass Door (unit 7 in proposal) FIL-20- certTication Program. 2107.2, PGT CA740 Akan Outswing Casement Window (unit 8 in proposal) FTL-20- 10- Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Soluticm, USA. Inc. for -Yan, E. '41LITERLAL CERTMCATIONS, M 21077.3, PGT YW7620A Aluminum Fb" Window (unit 9 in propos* and FTL-20-2107.4- their 3040 & ft�ht shade (non -white-) White Rigid PVC Exterior Extrusions for I- Notice of kmTtance No- 19-0305.02 issued to Kuranay America, Inc. for their > PGT P%76210A Aluminum Fixed Window(wiit 10 in proposal) dated 07113120- all signed Windows and Doors", ex�g on 02,104 1. "TrosifD11 Ultraclear, Clear, and Color P"1733 GLiss Interlayers", expiring on OTO&2 4� CZ 0 and sealed by Idalmis Ortega. P-E. 11- Notice of Acceptance No- 1"1272.02 issued to Energi Fenestration Solution, USA. Inc- for 2- Notice of Acceptance No. 17-OSO&O-2 issued to Kuraray America, Inc. for their their -semi s �-rg,'hite Rigid PVC Exterior Extiusions for Windows and Doors'. expmng on, "Senti-yGlast, (0ear and NkUe) GLiss InterlayeTs"_ expiiing on 07/04,23, > C. CALCULATIONS I Anchor FBC 71 0212,8j:23_ 3 Notice- of Acceptance No� 184106.1-0 issued to VisionExtiusions Limited for th&-Braw n 0 CL verification calculatiom and structural analysis, compbling With 1 a .1. Notice -of Acceptanc No- 2"203.03'issued t Energi Fenestration Solution, USA, Inc- for Coated (Painted or Laininated) White Rigid PVC,Exterior'ExtriWous foi- IV, indows Edition (202�), dated 04/2120, pn-pared by mmifacturer, signed and sealed by their "Bronze & light shade cap coated Allite Rigid PX`C Extejior Extrusions for and, Doors7, o0ring on 093012+, AntbonyLynnMille.f. P.E. WmdowsandDoors­. expir ing on 0+;16!25� 4- Noticc of Acceptance No- 18-1106M issued to Vision Extrusions- Linated for their series 0 GlaZiniL complies urith.ALSTM E 1300-04, -09, -12 and -16. "VE 1000 Tan 2 02 and lighter shades (Non-Mrlhke) Rigid Cellular PVC Exterior D. QUALM- ASSUIFLAENCE F. STAT EM E Yr S Extrusions, forWindows and Doors-- ex I P�gL an 1129,Q1. 0 Mami-Dade Department of Regulatory and Economic Resources OUR). 1. Statement letter of conformance to FBC 71% Edition (2020). dated 04,222120, issued by L 0- ManUfaCt11rff_ Si_q" and sealed by Anthony Lynn Miller, RE. F. STATE'_N-1E1N­TS E. 3LALTERLU CERTIHC-ALTION.-S 7. Statemmt letter of no financial i�terest and of independent. issued by ntamffacturer- dated L Statement letter of conformance to FBC 771 Edition �2020), dated 0101,21, issued by L Notice of Acceptance No- 19-025055.02 issued to Kui-aray America. Inc. for their 04/l&20 s�gned and sealed by AnthonyLvan MMer, P.E_ ni-mufacturer. signed and sealed ky Anthony L�mn Miller, P�E. Cf) "Trosafolg- Ultraclear. Clear, and Color Pli-13 Glass'Intcrlayerf'. e_=piring, on 3, Private �abeling_ Agreement document tietween PGT. dated 01'30A5 and signed by all 2_ Privute Labe ling Agreement dated 01108,,21 between PGT Industries. Inc. and CGI 07.108Y24. involved parties, Wmdows and Doors Inc- signed by Dean Ai Ruark, V.R Engineering, on behalf of Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. fof tbeir "SentiTGlast both companies. (Clor and Xlbte) G-Lass Intprbyers", exp�gr on 07%23. G. OTHERS 1 Notice of Acceptance No. 1&1106.10 issued to Vision Extnm-ons Limited for their "Brown I- This NOA re-Oses NO.4L# 17-0420.,06 (PVT w.ACGI) and updates to FBC20,20 (71 Edttion), G. OTHERS Coated (Painted or Laminated) 111the Rigid PVC Exterior Extrusions e2Witirq 0-4/21,121- L This NOA rei*es& renews INOM 20-0419.05 (PLA W'CGI), expiring 04i'l4t26- for Windows and Doors7-'_ expiring on 0930,,24. 2- RERTest Wposals #19-1155 dated 01110120 approved by IshaqI- Chanda- RE, expnw_ 2. T he cuarent associated PLA CGI file #2142055� 01- expiring 04,q4,16 CZ 4. Notice offAcceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 0 4,4 4Y2- 1 - series "VE 1000 Tan 202 and kahter shades (Non-MAte) Rigid Cellular PVC w 2 Exterior Extrusions for 1%`mdows and Doors-- expiring on 12;2Q.t2 I < 1-7hAq L Uanda. PX, Ckauda, P�E. Iskm q 1, Chanda, PJE. Product Coufrol Unit Supervisor Product Coutm] Unit Super;isor Product Control 1,"nft SUWTi1wr N10A No. 21-02-051.0 N110A No� 21_02�51.0 INOA No, :1 -0 2 0 6�03 Expiration Date. April 14,2026 Expiration Daite. April 14.1026 ExpiratiouDate. April 14,20.26 Approral'Date- -MarchZI-9,2021 App roval Da te". _AL-irchl_i, 2021 0L ApprovgkI Date� March 2021 E -51 SHEET NO. March 6, 2023 PA 1.4 ___._F_T_, I -T-Ti 1-1 1 1 11 L 1 �1 � j[ J"' 111'' 1- "A 1 1 1 I'l . I I I , I I - - - to —C1 3 (: L) > C- 0 MIAMI, XIAMI-DADE COUNTY Eam PRODUCT 0 CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA,, LLC Cast -Crete USA, LLC 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: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C-) to 0CD —co -L- NOTICE OF ACCEPTANCE (NOA) www.miarnidade.gov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 (2) -0 Q = p 0 Cn Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 CD_ = 0 3: Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1. I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of .0 4� co 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 No. 1, dated 03124103 and Drawing No. LT4612, titled "Cost -Crete 4 ",A'& 12 0 CIO 0 -0 > SCOPE' "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 611 & 12' Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 cif 3, lost revision date 611 11 10 (D 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both through 3 of3, prepared by Craig Parrino, P.E, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114, U) U) Co !E CL The documentation submitted bas been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on co cu -1--a C: U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22,2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4", 6" & 12" Precast Concre le L in tels Filled and o None. 1. ::p This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfdled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. W L.2 r Cc C-1 CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 6, 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14, 201 through 1 6, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C= C- accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. CP X_ modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCATLATIONS D. QUALITY ASSURANCE 5C 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 (R E fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 3: 4P 2. Calculations far Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS :, = C= This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E_ E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None.crete DESCRIPTION: (Cast -Crete) 4", 6" & 1211 High Strength Precast and Prestressed ConLintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Mmival for Cost -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611 & 1211 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 Quality 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, 21019, 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 0 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 L None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1, None. RENEWAL of this NOA shall Be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision doled March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any L None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Afiami-Dade County Department of Regulatory and Economic Resources (PER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -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 L 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. T 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 d dLL-11 E-5 as well as approval document mentioned above. The submitted documentation was reviewed b Helmy A. Makar, P.E., M.S. y ehny*A. Makar, P.E., M.S. ��elmy A. Makar, P.E., M.S. lmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor MIAMI DARE DUNWJ5 NOA No. 20-0630.15 3 �� d NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date. 08120/2020 Approval Date: 08/20/2020 Approval Date- 08/20/2020 Approval Date: 08/20/2020 Pagel E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9, NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None, 1. 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- L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 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. CIO 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of > L_ 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 O < 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. Alone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of regulatory and Economic Resources (REP), E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O L_ M Lu C: elmy A. Makar, P.E., M.S. r/ Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date-, 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08120/2020 --1 E-4 E-5 0- SHEET NO. March 6, 2023 PA 1.5 IL] IT: I A[FTF117 1 't F. -1 1 - -1 -IF f F LAI,_', -1 1 It . i . /T ­ILT E-0-0 IN TILLIT TESTING & ENGINEERING COMPANY - __ WATTER A. TILLIT, JR, F,F tilte�o@aol.com FL P. . Lunrus Na 44147 �t CA U.- N', 0006719 PRODUCT EVALUATION REPORT REPORT i 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT $UB-CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. %QbAl-prolaawn-PrALU91-11.11, _C. 4800 S.W. 61 Street Davie, Florida33314 1. PURPOSE.OF EMLWTION; This is a Product Evaluation Report issued by Walter A. Till Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Cocle� This Product Evaluation Report shall he subject to review and revision in case of a Building Code c1lange that may affect its limitations and conditions 2. EVIDENCE.6USMITTED; 2.1. PRODUCT EVALUATION DOCUMENT (E1.E.D,)* , Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tifteco, Inc,; signed and scaled by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part o'UPIS Evaluation Report. 'OtOlt IfyFo �,#k _��.Pk A. tl� e �,,,,, * *� ........ / ,;�W* � , - ,"!��'.o' e '. V" I 1. � __ I_. -It- .., _��'_ ___",__,4_ �_ - . 01 lvly�,� I ----- - 7��`--If�`-NO,441157 . 'i , '7�,,'_e-�_ -7-,* - ,_ ,� 40- C�� � ,* :* � � . , , - __ -1 16. - I 6355 N.W. 36th Street Suite 305, Miunt, Florida 13166 - Phone: (305) 871-1530 -'?,;�,Atl RRL)DuclywAL 2 22 �TESTAEPORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section `1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0908/1996, 996-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P_ E., Fenestration Testi Fig Laboratory, Inc. reports # 2032 dated 0411 6/1 998 and # 21 26 d ated 10105/1 998 witnessed by Gi I be rt D ia mond, P,E. a nd Repo rt No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo LaWospada, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2-.3-.-$-TRVCTURAL ENGINEERING CALCULATION$ - On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs- design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 161 0 of the Florida Building Code. Calculations prepared by Tilteca, Inc_ dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE, I MISSILLIMPACT REMSTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RM1[STANQE- 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15, 17, 18, 19,20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. UNSTALLAITIQN; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 2�, 24 and 26 of 26, of Product Evaluation Document " 1P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, '0�1II41INJI"A", "k," ?� N T141IFTe" ,-`� .. ,� I 1�eY ,-.:.,-.- ` I/ �,, � ,Z::k� .., , -. 5P s. j,�� ,� �_ ­1 _, \Z E N,9,6 ,.� ,_� ­7 - — ' Z "_- : !!E�74_Zt��W­44167 " = ­_ - - - � ­­ , - r- . . - �7/� . _� * -, * = /I , �� �5 . = I __ -o -._ � �. z - _ STATE OF `0_- IS 11 �, -,k� - P �, .. I I ,,,�O�--, iOR�S3 ,'�.,�,,A, ,,, e, , - _1 t . , .6, ... - 0 -"- ,,,,, .810 "' ;� S, ....... NA'E. ,01' jH1111011"k - 2lQaEML_N=_. 8 3) 94 CASE THAT PMECAW MONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE POUND kN THE O" FOR I .." EXISTING WALL ANCHORS SKAFI BE LONG ENOITGH to REACH THE MAN SlRHC7URE BEHIND SUCH PANELS, I STORM PANEL SWAN ON NIS PRODUCT EVALUATION DOCUMENT IF ED.) HAS DEB VEINM POP COMPLAKCF IN ANCHORAGE SHALI BE A, MENTIONED IN S. 1) AND It, a 2) ACCORDANCE WITH THE 7020 0IN EDITION) OF THE FLORIDA BUILDING CODE �W�_;�_�E` a AM' FC) IQ - _G90br ��M= _Vg�� /4�11 TAA RED BY I TW ELLILIDEX, INC DES "NO LOADS SMALL BE DETERMINED AS PER SEC' ,tQN 1520 OF THE ABOVE MENTIONED CODE, ION ;i­io FOR A WIND SPEED AS SCOURED By THE 4URTSIDICTION WHERE HAPSE SHUTTE�RS W&I BE INSTAIL"r AND PANaMAIE FFAWt M AND PARIFI-MATE PLUS ANCHORS, AS MANUFAMRED LFf EICEL CONSTRUCTION PIMOCtS FOR A PRECTONALITY FACTOR Kd-O f*. USING ASCE 7-16 AND SHALL NOT EIN-FEG THE MAMIAUM (ASO ) - 1/4-. LAC� SCMEWS, PER N O'S, WIGN PRZSSURt RATINGS INDICATED ON SHEETS ) rftMU 12, 14, 15, 16, 19 & 20, - 7/16*0 y S1W WOOD BUSHING. AS DISTRIBUTED BY ALI. PQlIR SCR 0, CC EW V LT a sPECTALPY . IN ORDER TO VTFFrY TNE ARM CONDITION, 4AFMAFE DESIGN -0I LOADS DETERMINED PER ASCF 7-16 SHALL SFr FIRST AMDUCCO TO A.S.O� CIMMN WIND LEADS By MULTIPLYING THEM BY 0 6 IN CREEP TO C 1) MINIMUM THREADD) PENETRATION INTO WOOD OF TA"CON ANCHORS SHIULL. BF 1 1/2� AND 2' FOR ELCO PANELMATE PLU�S COMPARE 114M W/ VAP� �--50) OESFDN FIFFEV.SAFF, RATINGS INDICATED ON $HEM I PIANO 1;, I., i5, te, 19 & 20 ANG, FAMBI fri'ALE 0, IN ORDER TO VERIFY THAT ANCHORS ON THIS PEB AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE r ,'� MINIMUM TIIREAW FENT-TRAPON OF LAO SCREW, IN70 Rit WOOD FRAME ORF SVAJ_L RE - 1/2- NO n1PEADED PENETRATION INTO SCCO S4AL_ BE CONSIDERED AS PAST OF THE FR AIDED QI,HME�T THRE PF ENCTRA TON STRESS FOR WHO LOAD- WAS NOT USED IN THEM ANALYSIS IN , FASTENERS SPACING YO WOOD RAS SEEN DETERMINED ACCORDANCE WITH NAS, 201 a. C,�) MINIMUM EDGE 01-5XANCE OF LAG SCREWS, INTO WOOD SHAIL BE AS INDICATED IN THIS OFAMNI; STORM PANEL'S ACEOLW-E FOR OWNCT AND WIND RESISTANCE HAS BEEN VERIAM IN ACOWDMCE WITH SEEODN t&Z6 n; THE ARM MENDONE-0 CODE AS PER HURRICANE ENGINEERING & TE�SNG INC IkVPORTS 96-569, SO-570 & 96-T30 AND CA) INNOALIM PENCIRATON Of WOOD BUSHING SHALL BE 5/8� )/A- ­20 SCREWS USED SHALI St ! 1/2- LONG M+WMLV 'EST F -Too LAS Ot� REPORTS #202 & #?126 . AS PROTOCOLS TAS ,AS-202 AND TAS-203 ENMRAPEN ' , -201, T SHOULD STUCCO Ut5T AND I' MINIMUM 'OR WALLS WITH NO SlIXXO, I AS WoU AS AMERICAN TPEST LAB Of SOUTH FLORIDA REPCIRI, 1IM9.01-09. AS PER. LAS ZO I, TAS 20, AND I 'AS 203 STANDARDS, C 5� IN CASE THAT IV,ECW STONE. 09 PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS SE FOIJNO ON THE EXISTING 2 ALL ALQMINUM EXTRUSIONS TO BI 6063-1`5 AILOY AND TEMPER, (UNLESS OTHERWISE KOTEDH SEE SHErT 2 WALL ANCHORS SHALL HE LONG BOUGH TO REACH �E MAIN STRUETURC BEHIND SUCH FANDS, ANrHC_*AGE SHAU BE A$ MEMOONED IN C, 1) C, 2) & CA) I ALL INLOMINUM SHEFT METAL USED AT C,050RES SHALL �AVE 3105-HI4 ALLOY. (Q) ANCHORS SHAL- RE M-STALLIFIT, FOLUGW.NG ALL OF �-f RECOMMIFFIDATIONS AND SPECIFICATIONS Of THE ANCHOWS MANUEACTURER I AU. STT_EL SHEET META4 PANCLS SHALL �VFI STRICTURAL QUALITY STEEL ASTM -65�� cRADE � MINIMUM. G-OG 0,LVANIZED STEEL DESIGNATION W/r­ 58.5 - 4AFTER ROLLED). 8 PATIEtS MAY ALSO BE INSTALLED HM70I FOLLOWTNG NMAU.ATKT, DETAs.r SIQWN ON SECTION 3 THROUGH 10 (SMEt, 4 EMPOvG4 6) ixcEm vw MEADERS(Z& TI SHALL NOT BE OSFV 5 ALI SCREWS TD RZ STAINLESS STEEL "4 OR 316 AISI SERIES OR CORROSION RESgSTANT COATED CARBON MEL. AS PER CAN 50018 W/ 50 ft YELID STMEWTV AND So Us, TENSILE STREN1901, & SHALL COMPLY W/ IJORIDA BUILDING COOE 9 11 SHALL BE TME RE5PONSIBILITT OF THE CONTRACTOR 10 VEMFY THE SDUNOIFM� OF THE STRUCTURE WHERE SHUTTER IS TIT BE SECHON ..,I 3A. ATT,kFEG TO NSURE PROPER ANCHORAGE THIS SHUTTER s,A� mi, BE. ATTACHED To wicAirr, BLOCK DR *coo htwi SUILITTK35 6 60LIS TO BE ASTM A-101 CALVANIZIDO STEEL, OR AS'I SO4 SERIES SIAMI_EEr STFFL WIRI 36 �; MLMMqM rELL, SIMENCIII TO. EACH REGULAR STORM PANEL WITH LBUTHIS OVER S'-B lHAOUG4 12'-4*, AS PER SECTIONS 15. IL 9 & 10 ANC ALTERNATIVES 8W. %W & low ON SHEETS � 6 & 12 MESPECrIVELe. SNAIL HAVE A LEGIBLE AMD READILY VISIBLE MARK114C INSTRUCTING OWNER OR 7 ANCHORS TO WALL SHALL BE AS FOLLOWS , �BANY, To SECURE PANELS WITIN APPUCABLE REINFORCEMENT DURING PCMODS OF HURRICANE WARNING CA) IQ,_QFrSrM_XQUSU,1_�,Q_WW� 11 T14E iNMNLA"ON 4DITTRACIOR IS TO SFAE/CAUL� ALi SHUMR CtAlPoNn'l, DISCS WHICUI REMAIN IN ."InKTINUOUS ("ONIACI WITH - I/-'# TAPCOUA ANCHORS AS MANUF ACTOPED 01 I T,W BUILMA, Oft- (MII, F-314.2 I ) THE fO P�. BUILDING PREVENT WIND/RATR INTRUSION - 1/4' 0 - 7/6' ,ALX-IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN 1'­_VxV p.I) - 1/4"t x J/4* SCvO-ZET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT 4 SPECIALTY CO 12 STORM PAND INSTALLATION SHALL COMPLY WrFH SPECS INDICATED AI IHS ORNWING PLUS ANY OVANND AND ZONING RESU"TONS fM,"` C-3000 P,."-) PRCVCED Sf THE JUMSOACTION WHERE PERMIT IS APPLIED TO I - J I A- 10 PANELKATE FEMALE 10 A, PAMM MATE �LOS ANCHORS, AS MAKUTACTURED BY ELCE, rGuSTREI0.3. PREVJCJS �MIN. 1,F-3350 P-) 13. (a) THIS PRODUCT EMULATION DOCUMENT (RE D ) PREPARED B, TIivs ENGINEER is Cc�llrRK AMC, Dot-, NOT PRomuL iRTORMATKIN - 1/4�O Cr TAP-CMIT AVI�HORS, AS MANLFACIUREO BY 7RU­ASTT CORPORATION (I'v-36CO I, 1� � FOR A SITE SPIECFPC PROJECT, , A WHERE THE SITE CONIPPONS REVIATE rROM THE P E.D (b) CONTRACTO TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSLAI INCLUDING LIFE SAFETY OF THIS PRODUCT A 1) M IMUM EMBEDMENT Of 1APOON ANCHORS IWO POURED CONCRETE $HALL K_ 1 �/4': 2' FOR RANELMATE ;EMALE BASED ON SHIS P EZ. PP DED HE/S iE DOES NOT OM41E FROM 'RIE CONDITIONS OCTALED ON THIS DOCUMENT ID AND PAMEMALTE ;'LOS AND I 1/4' FOR CF TAP -IMP ANCHORS CONSTRUCTION SAFETY AT SITE IS TKIWAACTOR'S R[SPON5FMnY X7) CALK -RI & SOLO -SO' ANCHOR' SHNLI HE EMBEDDED 7/6- INTO TIHE .0,M0 CQKRM NO EMUEDMBI INFO W -IS MFEDUCI EVALUATION DOCUMENT WILL BE CONSIDERED [NVAIUO IF MCDFIED, STUCCO SMALi BE PERUTTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONC MINIMUM SHGULD STUCCO EXIST, NO I* ."MUM FOR WALLS WITH NO STUCCO, AND MAY RE HEADED SCREWS OR ALI, TKMEADED SCREWS W/C HEAU, HH S�i SFECTFIC PROJECTS SHALLI IS-, PREPARED BY A FLUJOCIA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME fI1E BIT WITH WINC, NOTE, ENGINEER OF RECORD (E.0-R) FOR THE PROJECT A40 WHO WILL BE RESPONSTS'E: WOR THE PROPER USE OF THE P-EV ENGINEER OF RECORD. AICPUC� AS A DELEGATED EFIC4NED1 To THE A .1) IN CASE TLIA-, PRECAST STONE, PRECAST CONCRETE PANELS. -AVERS, VIUCCO CA .0GO BOAMOS BE FOUND 0. THI P ED ENGPT�­O, W041 SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAMNG-5 FOR REVIEW EASTI"�' WALL OR ,1_00R� ANCHOF�. Sk&U BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEVII90 SUCH PANF,,S AN0IORACE SHALL BE AS MENTIONED IN A 1) IIND IN A�2), Iti THM P LEE SHALL SEAR THE DATE AND ORIGNAL SEAL ANT SIGNA`,RE Of THE PNOFE��-K)NAI ENGINEER OF RE`oRC THAT PREPARED IT (S) 101WIPM 11 DE_,i=b._W&L_&aLW�f1n99 Q" /,. , � AP," ANCHORS AS MANUFACTURED BY I I W 6UI INC, "' SHUTTER 144HUFACIURER'S LABEL SHA_' BE LOCATED ON A READILY VISIBLE iOCA�PGN AT STORM PANEL SHUTTER IN ACCORDANCE Wffli SECTION 1709.9 Z OF FLORIDA SOILDPRO ONE ONE LASEIL - 1/4' 0 * 7/8' CUUK-LN ANCHORS. �S NANOFACTURCE, BY DESALI INC (MIN f',­I500, p­, SKALL I'LACED FOP -,HF- BE EVERY OPENING, LABELING TO CONIFILI WOM SECMX IFM.P,2 OF - I /4 0 X 3/4- SGUO-SET ANCHORS, AS DISTRIBUTED BY kL POPIAT SCREW, ROLF & SPEC,k� CO FLORTak aVILIWAD luor (III C-1800I P'.31 -Zi N ­1 - i�U ' - 174 10 PARELKAn FEMAII LU AND PANFLUATT PLUS ANCHORS, AS MANVFACTOkED 91 El -CO COTASHFUCRON ..Y BE T'7 r ."I" STATE f FLORIDA � RO ""IM00110044, DUCTS �MN, f'-2071 PiI') F - � /4' - CF TAP -&MP ANCTROIS., AS l"VFACTURPD BY FRU-FAM CORPORAPON ,0. i-r .1 A, wz-N'. � I �,_p_,: . . - - - ,V . . . - IFLORIDA BUILDING CODE (Nigh veloefty Hur cc" Z.re) S 3) MIMMVM 0AREDMEW OF TAPCON ANCHORS, ELCO PANDLUATES AND CF TAP -GRIP ANCMR, INIQ HIC C04 . ��r, � ­1 - . I------ 13-OcK UNIT sHAIi BE � ,/.-, 41 ".1 I - �, 'IV,. ft.� .0 I I'l, 4 20 GAGE GALVANIZED STEEL PANEL .'. STORM - , . NO. 4 167 � " 8.2) CALA-M AT SOUD-SET ANCHORS SHA,I SE EMBEDDED 7/8' IWO THE CONCRETE BLOI UW, NO 1 1 Fa E . IT /_Ao___,__ ----\ INTO STVC�CQ�$IEALI OF PERMEETUD 1/4' 4-20 SCREWS USED SHALL BE 1 1/2' LONG MINPAUM SZ11BM11.c. - � , ��C_ ]1.1:1':.;.J FAIST� AND i MiNMUM FOR WALLS, WT. 140 STUCCO, - , GLOBAL PROTECTION PRODUCTS. � . TIT -a" _-:� �_�, - 00, . ::: co , Ill -. STA OF -E;,r---__ ______ I/ * INC, IJ .PT_ 11 sTRIM - '-o,, ,�, , _ IMCEI=�-r�jfl �, III �" 1-1 1-,, 1 - - ZO A�AeF-4- A` o� - - _Wvs! . PNORE tRH)__, - (F.)glN­elTn 211-17S -,, r� ,. I - C-)­_ 1. FKTI111- I . I ,Vsl­­� I -_ -_ .1 , �10-n _OaCIIII. L-.-%---t-----=--�----�i;7.-,.4--,'1 - '116� '. A � A '­�. I ---4t ""'i"ft-M. I - E i - . I _ -..�,'.11��V_ " I T-W I. �, - . � I I I =-LZ— I ERQDIM11YALVATION RMW INO, 2 M-1,01 I 0, MA�TERIAL CHARACTERIST AND$ Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheet5l, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilleco, Inc, and signed and sealed by Walter A, Tillit, Jr,, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Coca. 7.3. Product shal I only be installed into poured concrete, concrete block, and wood frarnestructures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719), ,,%V"IIIIfNN,, ,"' �k N T144 ,e�`iix ,I��Y. ­%_ /� 1?I . ,Z . 4� I - - , �p A A Z�, . , w, - , , e - -:, , _7L - -- Z� , ' :' \��ENS '�.' ik I Z 1. ____ ___-S=!�_�-t�p. 441 I �_1!;a_____ -1 = , ______,f--1_* 1__ --- * - * z -2,14 1 .,-Iz,,�C- ' ' , - -,--. 2�'3P,4­1,�'-. STATE OF .1 � Z 11 _Ztl , I %130<,.-.-,'10RV1,* , , , e� - 1. %,"I S/6­4­ � 'I, 40,1111 I I vill WAT'LL D;� T;LTECO ADMON REOORDSA P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANFU DRwG 420-176 k REPORT #20-072,6,01 / "I" __1L TE _0_01 N C \� I � TILLIT TESTING & ENGINEERING COMPANY WAT:MRA. TIL-LIT, M,PE, fifteco@aol.Coun PRODUCT EYALLIATION REPQRT R.P-r Lk.-N. 44L6? fL,C,&.L­,,NkI.A56?]9 REPORT li 20-0727.02 DATE: July 27, 2020 Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIONI This is a Product Evaluation Report Issued by Walter A. T11111111t, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No, 6IG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affad its limitations and conditions . EVIDENCE SUBMITTED: 2.1, P 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., i dated 0712712020. This drawing is an inteuVV! Ii , t 1, , Evaluation Report. ,I,",�-,v ".. kzlN, 1, I - . ". ,�,, . - ,�, - �,--"t� .­�y,E�S_ � -, ��7 1 ,� - - `__4 -- '. I � 14;;�� - - - -44167 I �, ,% , '. " * :* 7� o�� A , " , �1, "*-. 0131113 "' 'w" i<1 * ........ 11" 63,55N.W, 36thStreat, Suite 305,Mtuni, Florida 33166 - Phone: (305) 971-ilti , (3 . -1531 ' L . I CQMPONENTS FOR SEULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-l-) - _ __ -_ - - ______ - - - 1 15.196� OCTAL WIDTH) - - - 1. I I - 1. -11 ­ -- - - -- , � ­ , - - -- -- 15 1 96- (TOTAL WIDTH) I 1. 1-1 ____ __� I - - - - __ , _- - - 12.50or (EFFECTIVE WMTH) , , - _____ - - ._­_­_._ L I : __ __­­ - .1 ____6 I/C , _ ,--- I --I---,- : 7__ ___ - - --,--- ,6.2w.. - ______ ___ I , - 1 7-I_%1'O­, I , , 11 7 1 1 1 PO, I 11 - I - 'IF , f- - I �__ - 'A- �u , , 2 657� , I i , , K - ll t I I / ,= =L "I, /9A1;M_1Ai6_S\3 ­,,�,._ i �1,500- 1 . 1 '4'N., �, ­____ , -4. 1 1, , e . I "\ F - � ,_N�r 40- HOMvp ,� I - EW ' / � e .117-1AW-_ ­_ � - - - �#,Qk,.7111­ - , 1 � I ; - sk ,w- e ,�, � - t �)\� I soo. -, ,., acaa* WN. THICK I- 1 .350, - ,�'N '� . ­ I GALVANIZED �� ", -N,, AWN A- ' � GRACE 50 ME Z ED". r' 150, , G-W W ::,I ME 11 " , "I I . 2_000 .26? t� X � HE... ;� - 1, \ \ 2.wo, DETAIL I�j ' 24-�- 4 , - HEMMED yp� % I : I �'r , I 1 - - EDGE IL -WAIL A [ L , GRAM SO MINIMUM I \ \ / 5-00 GAVVI % , AILS' \ %1� \-,- / I , "I _,�IETMLEOGE A . a,TAUL - I � I `7' Nt', I � _ - -------- -- - - - - - n/ i ; - - L­1 LAO ,.3k* - - - - - __J - I � - - � ­ . - - � - - - , . ��, So. - - , _1__6.2W____,____1. - _J T STORM PANE 0 END STORM PANEL -- ---2,187' -- � ,� - I � I , 3111 I- � PANa S END _YP �1­ W/nEMsAEV EDGE: .� -, , ,� 1 17 ---,-.--------. " 125as� ,�, . . - 7 11 I- - . 1.250' I ,� f :: .100, P a. - 2.187� - ' ,125' I,,- SO, __L_::�, . -� I J!l!)* - 114-0-20, ,2 , %.­, I -f - 30A SERIES SERIES 150. .,L25' SS MUD RIVETED S.& STUD FACTILD - I ">, - . _- ,/�..-_ , - , , .e- '/ , ' �'� ` ��:: - A __ � � ._�, "'.., I --------- L,:!!!'= , - - - I , ­`�, , 10 08 F-T571- � ' � - ' 3.3,5� "'. � I F � ; I I -093 - I- I . , COO I- 1L 51. I I M ANGLE 0 TO ANGLE a I � i 12 112 O.C. u ,/7, O.C, la_� ___l - I IF- , - ISOw t "� "�� - I-- - - �_: L ' � IF '41 <,�, . � 11 i 2 , //' -1 0150 - I � , 1 ,/, HEMMFQL� , � &, �', _ . I , 11� [ A74 -_ ? 1'2 � OE3� I I ,� 5 - - L , 3?5 ' - !,�_ k I , I , , � i 126- .11 - - �i ga, �139' -il I onow. I I a I r�S.1� L '_-Wk_,;� I , - , , j � F I ISOMURIC I � - WEN DEML 1, 4 I )L_ - � I I (IV / Inu a _w< , L­zow"- S, M-, I - . -1 - 1.500. - L-1,500--i ,. ROUNDED CORNER 0 ENDS OF PANEL'S ,ff. - END UP W/ HEMMED EDGE, (-q'% ��� (�) vl� (�) ANGLE (q ANGLE WITH STUD # AM= WITH (FET S) \t/ OWME SIUD I 14AIES , DUE DET � - 1/1 , A, 2/14 ,� 4- IF344" � '3SO . I , �8 1,4117'1-161' , 17'5' /­_3 - [ -_I - 11,".- OML Top EWA �374* Me PANEL 188�1 . F I- -__.___'-, Y L_ IT i I ' - : - __ - " )70. .656 �1:�4' "'. .188�_ .- i -310' - I - lff4 _T' " . SAID ­750' - OW 1/4'­21% 30d BERM _... - _SS MUG I- To , I ASCII 0 12 1/2� OC I I 1 � T , I- ( - - L_ t , . - - I ISO I , i � 8--i ) O'. : I ' � - '063, � 1.343' ,062 . , _._ "�_ _ I I , � I ,.� ,_ r I '50 _ f�_­I G iiiii� I 5115"' 'CLE FOR G-TUD "PANIE"LOIAT ; 7957� ` - \ 093.1 ! ',I , 25- 0. 08 , .I.. '. , - I I 50, I I EVERY AAR . - I I - ARI. W* �� r-" KEY HOLE WASHER --I-- __J - _:% _1 , izi:; Z I � --- 2.D11' - -- I _ --- - __ 1_' oac� - -TIP.) I . 7.000 I kl�i) - - O63, ____ - '-"� "E" TEng Ali I1V (9 a46- 'E" TRACK (1) FLAT WUQ I I I D.0319' (W. I - - LDSA* fr - CALVANIZED STEEL - �- ( --.-- -1, --, . Yl%kOIN044, 1�44,t ik;.1`141/1�11N,, WITH 51UQ I " . - - - - I I I ) 01.041�1� "' `�,,yl:,, � I­U� ' � - ' 1, 1 7 I !I-. ' 'O .875'. ' I , , , ' � I 811SL-1/ M,�_ - A�P_l , tris -� . - " I J� , - � �. . - � _J J= *' � : No. 44167 % c I L��+ _j ,�Ii� I 1: Nl�� I = *,' :*= I � * ., . , FLORIDA BUILDING CODE (High Vatoelf�y NO, tcane Zone) : - I- 1­11- - - .06V_ _ZANAC NFCNiL , 121�_, 1 -7i'R75. PLATED WING NOT - S1. ---------f __­ I TIME, STATE 0 .�`Qc C AIM !A,-��'-.. , 44_0 Z wmd 1"'In-m W_ _ 20 GAGE GALVANIZED STEEL STORM PANEL VP 05ANN er� - (�� , KEY HO -,� qi,­� i1ovqIiI,�.."N' - --"------ - �111." -,-2.ow- - 8W III 4 �� t��­�_ AT PAN ,,,;� �i,g!�!� _� lot ��I�!. GLOBAL PROTECTION PRODUCTS, LLC, ", (9) Z'XZ'XIZA* AWMIRUM ANGLE ALYESMTVELY� 'SE WNC NOT W/OuT MONDUTIC WASHER -/ ADDITIONAL , 01. M_, , 7 , 1, I 4�_ .RMA, am S ", 51 SOILET, Osm , 313. P10C )GIM-11141, F�� (95,00NI-MIT 20-176 " , I . 7/rN`3/,32* k"SHER BTTAINU:55S STED. OR W�D. P.YM SITILL .1 0 - P L SV4,esNAA'M/cATE , okoma � !�-1 On. 6vn-i ==# - I I - I- - , � smurn-orm I I I -PRODUC Jr EVA LUATION REPaRT NO, 204727.0 2 ZZ TEST REPOli Large missile impact load tests were performed under SSTD 12-D9 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# 0814AI-01 dated 031111,102 Witnessed by William R_ Mahner, P.E., Sort, Moroz, i and Henry Hattem, P.E. and Report No. 0219.01 -09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocois 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 November23, 2010, signed and sealed by Julo i Gonzalez, P.E. Tensile test report No. 9CM-198 by 00 Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTIM E-B and Tensile Test as per QO Metallurgical Report No, 1 OKMA 318, dated December 1, 201 0 signed and sealed by Jerry Jaciol'ano, P.E, as per ASTM E-8. .3.3 TU L WIP11:011J41.11AIII-11, ,-,--,- On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 8/10 and 08127/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MIS,91LE IMPACT RESI31 AN F: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. MOND LOADS RESISTANCE-: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 118 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 thrui 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175, 24 Gage Galvanized Steel Storm Panel has teen verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. fRODUCT WALL AT D-NJ"FORT NOE. 20-111M.02 3 "NSTALLADO-W Installation shall be performed strictly in accordance with cletaifs 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 I 8 of I 8, of Product Evaluation Document (P.E.D,), drawing No. 20-175. t. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on � sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. "' ell I Anchor specifications shall be as Indicated on sheet I of 18, of Product � Evaluation Document (P.E.D.), drawing No. 20-175. I to CP 7-MMITATIONS AND CONDITIQNS Of USE: �J :::_I 61-11 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 = prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 0 -C3 := 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 0 10 0 :;r as defined on section 1620.2 of the Florida Building Code. 0 _r_- C , ., . =-,- C :1 0 0. 41) 7.3. Product shall only be installed into poured concrete, concrete block, and r Cc C.J, I Q wood frame structures. - co 1-4 -0 U_ �,_ 1�S= ,0 C= - C-A - = Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E, (Florida nse Ln ­0 C-.* cc (A No. 44167), President of TI fteco. Inc. (Florida CA-000671 9�- .CZ .t - .,c - :�: - C'. 03 C: I'lN1010IIIIIIINt"I .e! S A 1.� 1§ C, O�WA A T141 t1% W t> . A I /111S r .Z �� 1, !� .. ........ ���.,.V� C9: '..." - i ,-,,�. .� � �.``�\C�EN , -; - - IT � c , 3 I __ Q� . S;;:,�_ ___ , S 'o - - - -U - = .e � -. S - �__:� _ "IT7 �, 1�.v , , ; �Z__� � t, 7� , .'I.E�c"P ( - - - : , : - - Co - - 11..'�� ��V,�::_ - * : * E �� Cc WATILL " ­_c.l - 0 D'I TILTFCC ADMON RECORDS i P, E. REPORT.20 � GL9BAL PR'0"i�lqm PWAS, 1. " � E c: R - � 2 GALVANIZED STEEL STORM PANEL I DRWG#20-175 � REPORT#2D-092VVV iiA cc 5 06 ` 9 0 . . � �.. 1, 0- IIZZ 6NAI '-"'I- 0 , 1/4. 2/4, 3/4, 4/4, 5,15, 7/5, 1M_1W/1O, ZW11O, 3W/10, 4W/10, 6/5 6W/11 & 7VV/II kT 75W/10, r __ _ _ ANCHORS, FOR CONCRETE M SCHEDULE ON SHEETS 8 III 0 - - - --Y M&K- I- I . MIN - FOR *000 SEE SECTIONS ON SHEETS 10 & 11 I" MIN, 1 ___ _____ I I 0 , 0 � . ____ , ----.-.----.- D � M �, (�) I (�-�), 4 + f _!__7-­_ I -7.1-7-1-1--, I - , I � � ' _l___T___1__l_ � - -, __ I I '­ "' ! � -1 ­P-7- -, � -_T-7 -77--1­11- , , F I I � I �f I � , ,I __9 � 1-1 -, -7-1-1---t-1, i I ---- 7 1,!)+ � 6 117-1 - , I I � �, I i ; I � I : I � � � - . I � I 1 1 1 1 "1171 � I _T --- T--!,,— F I ; � � I I I 1 1 1 : � ; 11 I , : � I J � � 1 � . _1 _1 71, i I i � I : � I I � I � 1 1 i I ; 1 i I 1 , � I � � 1 � , z � I . t i i I - L Ill. �;!'Illl lil ! , i I I � i 1 ? 1 1 3; 11 i ; 11 I i f I , I 1 : , I i .. ; ; i i i ; I - . - ED I L L 1_11­1 I-' lil ­11 i - , LA I I , I - ___­ - , - I - I � J _1 :­ �__ __ � 8 I .­T­� IT- � !�' !- T- i I � T 1 . I I I . I -I __T ' 7 � ' ]_ ' __ ___ -, -! I - 1 ; , , - , � I . � - , I I 1 F . ! -­4' ! 1 1 . I E 1 � I . , � i � - - - � � 1 1 . i I r ; � � . - I 1 .L � . i . - - , � � f � I. 1 � . I ,. � � i I ; , f 1 � 2 � i i � - 4 ,-- -! - I I 4A),, � 1 i - - � . r I - � ; ; I + I ; f I - I : I ! . � I I 1 1 � i . i i � I ; . 1W � I 5 � i I . i � . 1 i + . ; � t , � ; , I I W . I I I , , , I I : , i i I ; � - I - I - : - - - I . . z I _-� : , � � I ! I I I , I I I � 41I ; I 801� � � I - I ; I : TED PikI Vil 4/0:7�.i� . : I iLINBOLILD PANELS I � � 1 1 � i I I - " ; I i I ! i I 1S.S. M.S. BOLT W/ 7/8- . 3/32- �I I � I I !(SEE SECTIONS AS i . I : I i I 7 I WINGNUTS 0 EA. OVEXAP x I i APPLICABLE) � I � ! ; ! I � � ' ' I � I ! (SCE SECTIONS AS APPLCABLE) : 13 , � j I , 1 t I , � I I i 1 i I , 1 I I I , I 1 , : I , I 1 1 :, I i - : - _ � I . � , 1 f ; ; I J �- L - , ; L � �_ 1 - I � - � ; - L __.. � __ i ,: - - __ - , L - - - - - , - � I - . I - _V _ 7,� - I � i - � �-- � - __ __ _�_ I _! __ I , , .T, �� , i F I. ` . 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S ____ -_ -1-0,-. 20 GAGE GALVANIZED STEEL STORM PANEL rp DOM, 8` . . .. .*= .. SECTION A-M * : * e ­�. - r'TI-LrE C _0' 071n/go - - S�_ ,- N'T.S. -Ot 1 - - _-GLOBAL PROTECTION PRODUCTS, LLC. IMEE_ It __ -, SL �.. II., I 1P. -I ­.- - I � AWDC 1`*, 51 IMeM ­_... . 1,0 ,_ WME, TIL Msl. ,�, , . TILUT TESTING, Is BOMEMMO IN , 0 o R to* LL 20-176 -,, ;�� .. ........... - - -..---,... P­ ["�,�F�� T.: (�)W-1097 -----I __ ,,,, Ss - � / - - ­­ - � OPR -.1 ____ CAMMAC Us """, III Ik I- ,-�_T�E/OWW "' -.1 - I I - �, - " #N.0460"_ Wwv . TULJT -.-.�,- . f - -1. I , - I - !;. -I. 2. . - PLOFW- U� A � En - I I _I__J (1) (3) c- Cn _0 -Fo > (3) = -'a 1i L_ Q) a) L_ 0_ CL = 0 _0 0 L_ = CM M .- - 0 -0 W 4-, GL_ ii . (3) 4-, = Q) = -0 0 M 0 C:) - Co -0 - W -0 = 0 = L_ E_ - C = IIII2 (1) 3: = .0 -� U_ ,.I-- - M . I Cj) Q) (1) L_ -III-IIJ M - 0- 1E �_ M -0 ,0 .- .= N U) O_ < t 4 Z Z W mi - - - —, INSIALLATION DETAILS FOR RMULAR PANEL5(i) it LU py DEWLS M INSTA"TION IN P01.11i QQ40M MTALLATION DE Lg$," 1) & 1A - _­_1 INSTALLATION DETAILS FOR RE9VI AR F,ht!EL�j (I INIO EXISTING POURED CONCREJE QR CONCRETE SLQCK SIRU.0 �UR S QN= RIM OR WOOD IM EXMTIN . COWNWIMMICHORS � "I I " - .11M, I VAUD FOR RMA UFE WM AND E--!:Z HAN9 9M PANEL SYS7EM INTO EXISTIN NQRETE BLOCK STRUCT 9 PQURED CON 5 cwolmr NICHM Ar1Z:YGS1P=MM1 =11 _�,.. "Z(V - - ��, � ,1_11­11, I ANCHIM, FOR CON RETE SEE SCHEDULE DN SHEET 9 (ME , LE ON �EE SCHEDULE ON SHEET a a 9) [Siz. &-KM--' oM C&L Z( J, I. , �IMI �� , C � I . .�� __ _________ .- - � I __ � � . SHFM 8 I _ �, METE -I) CaXPETE FOR WOOD SEE SECTIONS ON SKEET 12 'n'"I.CH 2) � . 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SKEET 2) SHEET 9) - D.M. - "I I CONCRETE REOUML. - 1- 4! - I I/- -7" MKIL- k ; DFMgNO POURU L ­ I __ : INA F* � Ill It --a - _4 , / . .. 1, �, 1. ::: -,,--`�--�Z,, ,4-,­,�-,, � , - : 7' - - . A* .. CONCRETE � ,� (�) / I" - �(111,0 . - , ­L ! �_ ,�� - - -,, ", 1 E.0 I I ;-r_ - _� - fE , -170 L i ; I __,` - � ;r:� �_, iT '1�wn- - I � I - �� - - I � 1 ; � IN Or ; 0 1 1 (1) Mo., ,/,* I : I I : I ,� I � : �L , I I '� - - I I � I � � �j - I L � - -I I * - "P, , I i L CS) I "I I I �, I ,� . 4 1! , , I I - : I - I . I � - I Esern-O FOURIP � E : � .,L E - I I I ! L I : I I I . 'a, ... TE, : /,;�\ _ I I " i I i� I 1 1 11 _Z�;._, ., � ; 1 ! �, . I � ! ' � � I I ' I S� . ; L I sk. As r O.. � , I I . I /___\1 I I � - , 1 1 1 ; I - J__kVI , `11�1 ____ - - I ;; � -,, I SO, ,,�, 1 I � . - ,-,A \ - ,­_ I -1- I I L­-(X*% I I� , ---I, ;1 ---lC_-:1 , (D C - e I i17 —!-I ---- - - , I -'��­Lj,4`._�_,'­�� I . . I I I _:�P � : I "' I - , � I � , ,,, � ; I 50% I I ED, __ L , t ,--/ . I I REOUREP 1�_, I i � EXISTIND POURED E'D : - -4 . ­ I I I r- ., I � jf� � � L � I � L -1-aaa-110 ,� ' � - . ,,,, , _: ir ­ - i I *L' -- 2J �� , j,'. � �.,L,L ":'7 1 @ �., , , 1 - �, � � -, I , ; I : L OF - � ,:: : I , Z i I _ 3, CONCRETE REQUIRED.! ' ,- , ; I -1 ­ - � - , "; I I I �, I � I � ", I 1, ,I I U) 11 'LIS, � 0- E.XTX"MC,L , .� fe J I : It, � I � . - - - " '4 � - ' I I =I=-- _L L - C I 'I., : E.G. - , I I I I L � . . . � 1: � I � MAX � � 1 I , � - - - - ­­ - �, a -' --= I a �', � r ­ '-"- L _", - - �.J ,� ­,i­� " L ", �,�",, f-," - " - -, - '_ "" -- , - ­ - , ! 'L �� " �, I `__�ZA R L ; - (i) i - I � - 4 1� I � -+--a � I L � ' ; 7 / -, 'I � I - ,�� U, - , � : J -7, - -1 ­­_ i � 1 WN.P. == 3 CONCRETE BLOC. 31� : I ; I I, �� - _� - ,�' - - -, �6 _� so J 1 ' ' M I . I WUNSlskk i 9 ,I : INNO ITTIO IF 6 REOURED. i I X "I - - 'L - �,��&,� '_�,� I ; ! ,7 ,J,'_".,' I I - �.. KIND 9 - 1 11 I , L I I 1 � - L I _�, " I - , r4l , ; MIARON <�) -, 4 I U i I t! 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I -, I � .� 1 ;1 1 ., M�­-f 11 , , L � � I , I _ ­-j--­ - =__� I . 1- oPM,W, I i �N i ­1 I - I ; I t i' . � ii I I � � I I - , I I � . ,,,,: � I � - Is X ja�tr'� - � L - L . I I � , 0 , � - - - I - I � `�Vm _2X� S 1� I k I I � =.-,I , 01i 14-4z-�` i i I/.. , I wr , !W4� - _= . : ,,I V L 1 � �1, "', I 9- I , . I : � . I - L_ � : i i i ; I SECTION A -11 I � - . i __ -, . I'I - I ­ � - I .L. - I I � I! ; It - I r I - =N� -- lj.­�'. I I , , . ;1,W*-2C.1- I I � I I I o- [--(a) - I I f I " , � el , ��111 I I . i i . n i (�-� 1 1 i I � I - i - § __ - . P`I,.,V � "" ,I - lzz'-,�, -�� . I -, - � I �- 6 : I � ; , ___� Z - � FAMF le:T, .f . r : " I 1 ; I TP - , 32 1 '� wl� *_& d L' I " ; I ; - - 1 ,:,�, f I - -I 9� A ., i P. 3� I �11n"v�- " , : I LL � I I I f I I 1--cl-) �, ,__ - 4- I � U, , W " I * . VICA - I I f tf I 0_ i I I I 7A 77w 1 1 § I CI : - I I L. L I (1)44 .11 i T; i I L i I I 11 ; I , I I . ! 1 � � M . � . - . I . I ti - . I - I . b, � 'IV ,- I : I � I - ,�.__ 4f'� _ I A �. I EA)" IFAC, 717 L i I I I- � - " I - .. - - *1 IF , I " I i , 'i _ I I __,MPT Ps - il-,.- . I ­j,77 7� - � I � 9 5 mlam- ; I I � , . j ,.5 lir - -a 7 9 I ! 5 L - � 3. I 11 i f� i � - iwLlln " - - 4 -n. �, __ I I I — — � — . V` __ I :_`_ --- ---- - A : : I , 11 C/) < , 11 /f - . i I ;zrw. - I I I �/,/- ­:� I - I . 4 - =—. . � � I - � , ". — I -_ ­ -1 - - bi I I i I .,�__. 3 ; LL ­ __ 1_X"_11V __/� 1�­� � __ - 11 F __ --- __ __ , . . I . 1� I .- �_ e. I .1 =_;1. I= � 1� I I A 11 If— �----�w I I . k � A " ", DC ,�� � (49 - - C'ER'S'Al. 9 - 14 I i OIl", I I I - ! I, 5 1 1 1 0 1 _�- �._ ?7;4�� � � , Ts I ; tv - - , �, E FSTING _USE" C I, 11, 12 lj�- I , - ---� � I I - I _ONCR - 41 , ' 1 12 01 OC I . . � V` � i F.GTING POURED E D �, : - _ . X . ,I I �, -_ : , � i I , ,-�, � . i - I -� X I : I . L OR �`, I 1 gvn i � EXISTING SOURCE, E, ,,,, . , : , ol 1 ,/.' 'L . I I I I . I - . - _11-0 , ; � C EFE OR ­ I I *1 . T �, , [I I M BLOCK ONCR ­� ? I " I I CONCRETE OR : , � , 1-0, _�� .V � . I 11 .. .. I ,t­� Z, I CONCRETE W-C - I . I- o , �', I I I - i Vr- ; sox : ' OUIREEL - � . - - I OF IL" I 0 CONCRETE : COMICT, ­ ,� �1111 -_ I I , RED I 11 I" �, � )f1g_:�­A-­­ - ' BLOCK -, . I Ew , ! P, ac RE EFF -_ REOUREV ICK _, , i I V I - _-, � - _� = I =� , , =1� I - - ".4. 6 +11.1 , a am avu 1, ;... � . X , O --_ �?,=K` 05M . I I MI,, I '__�, �'�"` - �' '�L,"" . I .". 9 _ - I F V � � ! MAY ' F ,I* I' W­ , - - L:L,'.�%-­_L�'L,� �­_�11 ,4T , - :.1 1/2' ­r_ �, POURED IT � I � , - �­_.: ---- ­_ (D , _ T � 4t7: CONCRETE � ; I __ I -1 - `1 , I " " . - 11�1 � ,_� W, � CC, OR I : I rrI�",­,T.".�' ,_ I .- gag �� - : . ., I . -1 -I, _J ��, 9 - G M" , r . , , � ANCHORS FOR CON SEE SCHEDULE ON SHEET 9 1 , I "STING POURED � , ,­ F &.004 - ., I . � - .r�r �� ; � - 31 7t� I � MAF _- � - FOR WOOGRESKE SECTIONS ON SKEET 12 � = I , ,�_��,, - __ t'. ­.. - � tr E 0 �' - � . A' r ! I y I - ,-. ILIA REQUIRED : I EXISTING POURED r I I SCALE 3/16-* CAEA;��N) . r . � I I "I' L , CONCRETE L ,;S/,.- �'� __W .1 - _r __ I ILL �' I v� I - 09 r EL - I , " j � ; � L A) .", � em YAs , I to, ._1 I , � ,:+, 1 L I E.D, � Y�, : " I REGULAR SJORM - -0 r - . - �' L I-Tg . CONCRETE , I ____ __ - . : - ; I REWRED I 1�1 ON C�) , yU`G ,,� I �_V S4 P=- � : TANAs/lIT, I I ,' r CONCRETE NICKDRS - I ,-, CONCRETE ANCHORS -E-M 1�4. CONCRETE ANCRORS , L "' �41 , 1��, �-j 1. CONCRETE "" - � . . , sm 0 �', �� M/al'4 &-affammlill. r ­ �� 1 ��6) � .TC I . I R _�_ I I REOURED ;-_,jE� s I=, . �. "�L' 0 E�Bw I i i I '�' I . , - - (*� - 1 12 � �, 11 MA (SEE SCHEDULE Of (SM ScHmuu: ON (SEE SCHEMILE DO- N I lli� I'-?- ______L__J -_ ­­ __ , 4 a =-V-- vv= M�-­­U­ j, e,l j � MAGGI W/ OW . I �� _r K�� v COMDREYE MsT­Qn _ I E INK I N, (SEE SO E 04 SHEM 8 THROUGH 0) I SHEETS 8 THIMI Is SNCM a 11010111� 11) CAAK-W OR IMNELMA ­ ,,` ­ - s" -I - % � . ; Ilr Q� 4 ,,, �� L ' 0 -, - : Mow&="" i-E-: ]/A. ��,4. GAIR ! I - " PPLPS GAR OF A. - CgEM SCHEDULE I , I " r - - ' -' I'll - L � .1 __ - .1 i : A_. � If 500* � 0 '� � 2-57' SHEETS 8 THiOUGH 9) FEMALE C, " 11: S-em a I,+qOETGH � (� -1 - 1'�, "I �', � , " L_, , - r . �� r � I , ` 1��r, J --I : i - - 11 ,/4' - - � " � '�� I AM A.. � 11 i'. � I. - - 'r tow C. _ . I , , I I - - � - - I 1, A'L WAU, MQUI -Us) IM 9) 1� 1� 11 I I :�'�' V -A t SLTD ff 0 , , =11ING SW 9 , - � 2'� ' M4'0­20x�/4� S�SL RGET L 4---, r 1, - I WIN ONERLA, I 7 ..:�I-MI'Ll MUM _ �UlbG (D --- � , _ W/ 7/e-.1/3-- Wss:G NUT � 11 s LLLLL ALIERMAN EWI ,,1 N M 0- , - ... I - 1.�, q" '/ �, i I '12;&\_7 �_�� - mu"� SE Ill'; 3 T _ I. tim�� �- M. I Al"P1118, MCAP ft'v's— /"-A,)Fs $CALE 31A. sr.qE 3/0-1, oPI Ism) , 1____X r � 19. � � (SEE SCSWLU as SDAU 5/8-i' 1 3/6-1. Swr.A1411 a 11 "",��� gm ,___ 0 1 a 12 1/2* Ox CONOWE ANCHORS 0. � _�_ A , r , L - __111.___­­1 __ ___ = &1= =t I. I C04CRO SHEET 0) 1,17t I 0 a) , __ ___ _T__1 , MUG (SEE 'D AMEACID � E ANCHORS I __w , CMEBE AND -6. y L I I I �, L ��OGGE OF nW'NG -E. daE DiS ANOF PI NONA - W `WKU, CON NS S - NEF SCHODILE ON <1 Z Co. -( EDGE DISTANCE PENNING AT NEW I" WIDE � IANIOE . %16� [ I SCHEDULE ON SHEET S) I :ON � . ED - I �__ THICK ALUM TUBE OR T* * (SEE SCHEDULE ON I I 0 -0 . SHEET IF) 3 OR SECTION A -A ftygj $0, A04INOI i __t 1 , C $HEM 8 & 9) I- - " --- e ITTM U) - I EUS a & 9) � WOODNOMD t - - - 2NR OK - I - a__ 'D I R SHI � - --crisr G STUD O/ FIT WOOD PLATE SPACES .I SCALE 3/VS-l" 'a BW OR SCALE 3/32'. I' �.` 1. - I , 1� I _____ tlw�=E IMT REDURED REQUIRED, I I 9 - ' �� , , t 1) M I I I i ' IF NEW I' ISIDE ,, VARIES , I/A* I-, ; � f- OF SEC119NS RECURED " �f-,, I ALUIC TUB OR I' A VARICS ��,, I - I I - .7 IRECT AND MQUE-11119 DIRECT A,NO W66 MPUNTING aligh6w M Non FOR COM J8JVA_QL__1J0JM: P T WOOD EFIATE SPACER -1� : TOP & BOTTOM MOUNTINGS CAN BE 4 " I I BEHIND TRACK ,_ , INSTALJAMQN IWIN � U�0*4 I I , C%Y&�ON) SLr,JIQN 1 0 (-�� : [2 ,/r or, ;� I � .- T, _= _L�_" � I COMBINED IN ANY WAY TO SUIT ANY SECTION 5 SECTION 9 4 1 .11 I I INSTALLATION. 1 M AZ. , ,,,Hll,1HH),!, TOP & BOTTOM MOUNTINIGGS CAN BE .; ; I (SEE WHO - SCALE 3/8-1- SCALE 318- I" COMBINED IN ANY WAY TO SUIT ANY J I _�: ­9 Sc�,"ATX"', ", -� r, R A. 7'1, "", I - - . . . . 6__� SHEETS t THROUGH 9) I " r I 11- W � 0 ,V 1, INST I : -:7FACK C-t, A f""" A. 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I - P20. %�. I� ,P ED ­ - I = _W rtmw� .C_ __� 1/2F Z � : � CONCRETE ­1� :� �� 1 14. WK,AQW,�T. 1 .1 . A < - 2 * : Z fl. .vesn-0 3' III YR." - S. 20 GAGE GALVANIZED STEEL STORM Z : � - : EEL STORM PANEL I 'L - - - - ____ * I 20 GAGE GALVANIZED ST S_ Ee ?l 1: I IL . PANEL OMWN V 20 GAGE GALVANIZED STEEL STORM PANEL REWRIED. 'E.O.E. S : No 44167 *1 - 6 -. z � W * � � = . - DFAWN AY, =-:.M.115 � , � _C1, : * & .---. - DISTANCE NM =WN5- - 2 �� ;� L - ED. - = - \1 S 11 I. . it X6 SErJION X-X = : * �-,�� _ t EDM I * il * (,�,�� - - -1 I - /a/mo _� " GLOBAL PROTECTION PRODUCTS, U.C. '/ssM/M' - . -, GLOBAL PROTECTION PRODUCTS, LLC. " " IiF NMZ: I\ GLOBAL PROTECT = ,01, � __ '> SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE = - WE 4F - , S C 1 071U/2w - � 1__�� 511cm a IMMUGH 0) , O.. SCALE 3/9-1- � __ ;_ �, ;�, , I "' - v$�� S ATE Ok­ ­ 11;7 1 - -_ - . _'. ION PRODUCT , U. . ,, 11LIECOinc, .800 &� -11 MAW SHEEI 9) COMBINED IN ANY WAY TO SUIT ANY , I IILIECOII&.� - � - ir,;;,T,T� - , %,:�%� Is 6� - _�_�,­ ­ , 1-p-&O CEILING OUt4T!NG - - ORID I - / 111LIECOom.. \ .= 1 UAIL EOR SME_ ,;� - �­> � , � , NICK, - 51 S"W Z - -1 k OLUT TEMINO #1 CUMNEEMNIQ COMPANY MIAL, I 3AHA 20-176 .. WM�T I xamtr MVIC, 11 , S - J -T. � =,. . �, , , c� � OK,AJ 20-176 io .1 RID� ,5:F ,� - , Rjot'.�.Iv , , - , III- J 211 ,,� , sgg�1545, FAk- CHITISIFE-57MI - - , / - -1 - .1 - " I )N%T­;n1k PAT. (s!.'K,N_'K,, i4 I 0`_11"11~' " !%: 51 50FE -, . e, ­� 0 , ,C��,` ,.",:,.K* �,,4�7 A­�I,Uffl - - A-1. < ,,, / PROM 12"Aft-7w� Fw C"'Mn- -176 - 1" _'4 OR— I - I Ist- -t-1-1- J� I— ­_1 --- T ...... T� -WM - , --,41 , , ���� - "'a'"', ORMWO NAI I I '. ,f) -ii i - - . .I - I - 4,6 A t'l-1000"'SI - . - I " � -_ .1 - [A`MML - , A#A Njs�jlj#sl L UR`N­ WAI.RA A TULUT - PX I I - - ­%i, , r-MOVID , �._ - I - Fo, A, S J ,�- MW S .a TILLIE .Y., �Pi ,-, + - , ShUnd .21 __J SCAU .'/&-I� "' JINI �+-�_;�- - ----I. - - ZILL_M__­=IZM�J�_ �_ �� I, .15��­� DQU Aoi4w_�47 I __ __ agm U,, 1, - A __�`L!=­ �' , li = �� 114 1.1i, , -4-L-- _1 _ I �Ii , I I I I I SHEET NO. SH 1.0. I I 1 __­T_ � -I----- I NET. S-wsm I O.MY, AN -as M9Lp4NJL.Ew mexv..97 eaLaert RoARRED =1 9KET5. . 0) WALL AND FLOOR, MOI!NTING INSTALLATIQN FOR SPLIT PANELS P, at 2twax Ij 'I r' Al2. 4' I j i t i t r-( �) �?..� I 2 EWE Of WALL c= z t IF APPLICABLE V /E'D' IN! I LA j III, I.- r Q� DELALJ jig �. LP TM590 a..t Pi.L. ` m /-' F.� !, i a ; !' L,.�1.l 1...+._t_,'. "'7 AIL x OUR. I FW StHEDULE M INS S4U7T) CONCRETE i3ff GROLT TRIED a-*,- ED 3 I/e. start.• � IT -7 47 =3 lv,,. 2' U=m )!-Y S PIT STORM EMEL EUMQU SCALE SCALE SCALE MULLION SCHEDULE A- MULLION REWIRED M�. SPAN (A) TUBE MULLION - I , -v 7, x 3' . Ile > 4'-6' TO 3'-R' 2' e, Ile > 5'-e' 70 IF-u- 2' v 5' 1, 1/8'. 2' x j' r-Iv TO B'-D' Y "iSECT ON 1 SCALE 3/6-` 11011: MUL0CrSt1W1O THAT sKU&III) *�c 111,1�11IRPANELS 01, 1.1 OR CARDo TOP o . 90770. OF OPENING. (ONE PANEL OPE14M W/ TUBE TOP & BOTTOM) H.mkana IN51ALLAT-IDN DETAILS FOR REGULAR PANELSeIT_,, ilA INTO EXISTING WOOD STRUCTURES fz J r 2 AN, Lr jI Erma l -4-4.. WALL MOUNTING msuuam - ALTERNATIVE Ze- 1w BULL D-QUT MQUfM - j STALLMN - ALUMAIM I 7-,�zj =OLE /e CEIL 8 FLOOR MOUNIM WALL & FLOOR MQUKTIN WALL MOUNT] INSTALLAIJON - AlLtERNAME INSIM"TIONS - ALZRHAM SW (SECTION AT TOP IS LIMITED TO +55,5-67.O MAX, SCALE; 1/4' - I' INSTALLATION - ALTERNATIVE 0.5.0, DESIGN PRESSURE RATING) SCALE, 1/4- 1- SCALE 1/41* FT- �Ar =7 1- =R MOUNTING mm., INSTALLATION - sEanoN LAIN 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D. DESIGN LOADS UP TO 455 5, -72-0 p,sJ. AND PANEL'S LENGTH UP TO V-S" FLORIDA BUILDING CODE (High Velocity Nurr#Gone zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC C DENSITY OF 0.55 OR EOUIAL No, 4167 .2m Furm. INC 20 GAGE GALVANIZED STEEL STORM PANEL MARY OF - -fL%"F GLOBAL PROTECTION PRODUCTS, LLC. TIDY L SECTIONS: ST 0 IILIECOT� "m 1w. 51 STREET L"L TOP & BOTTOM MOUNTINGS CAN BE "L02� '., TE... Is D'IYIE, -1. RRA= 2D-176 COMBINED IN ANY WAY TO SUIT ANY 0 taut n,-,sse INSTALLATION.Pm) Ar vf� Ac tYlWALTER f z �7 - o,EE,,o P, Is now wo. 1 44167 MMINUM A-S& ESI N (12,11) AND CORRUMMI MAXIMUM EL LENM ALI* SCHEDULE tv"cm, FOR ;RARE-?,.6;k -JA-w-S - - ru-n - - . b Al W.Um IS& DESIGN P" RATING -;�Tac f AND.A., I TO I: CONDITION rL-" &,-.v of Y"Em 455,5. -Me V-V CA LESS uAWLTEC i 1HRU h A .55'5. -72.0 'F-5, to W-w m- I umano j t TNAu 5 A 7 -12.0 TO ,1 2- V- 2 1/2-'I ij 9 a. -00 12*-V OR -ARAM- - 9041ED W/ Ij4-t-XI'SS A,& A WROULT XF WDRUF a AD,09,1W OF PANEL (VAUb ONLY FOR PANELSM& & INSTALLATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4 & 51 DESIGN PRES!;URE FUTING 1p�') ARO'BAS Sr.N`M MR ED.. 3 APPLICABLE TO A� It A IIoximu PANEL coma.'ATON (A.) OF THEN F, PLUS BLOC`, To ---1 TL- To To cDAG`NT, CONCOME 'j-DENG-1 "I. ;�l IFF ./A I- -- N/A --- 1A - e' --- --- I I (87,70w) IT. N/A N/A WA 6�• I IMP) 1A N/AN/A N/A B, N/A .55.5, -no r r: N/A N/A N •HIA N/A N1. I CIRIA) 7'-6* OR LESS OR LESS N/ N/A NA, ./A N/A B. a" N/ 6 I N/A A,,, A^ N(A 2 1/2• N/A 6 6. 1/2, a Ile It. IF 7 morrom) (Top/earrow) SEE SHEETS i0 . I I FOR ANCHmg TYPE . W&OX FOR OW&LAPOTIS We *00D PAME BUILDING. WNIRLN ANCHOR liPACINGS ANC MNWM EDGE 00ANCE ARE INCIORIM ON " SCHEDULE, MR CO. LESS THAN Mocce ON SOMEDUIE REDUCE ARCitiR SFAXIHD BY MUL11PLYM SPACING SHOWN ON SCHEDULE OF THE FOLLDWING FACTORS MR THIS OPMT" TO BE PoSSARE, REQU= EFACINR GURNNE) USING FACW S 41,,E NOT BE UM THEN MINAIW SPACM INSCATU) FOR VIC- IN01OR TYPE AT ARLINC$nI 1MO10. jlme ,Ijj �1 I Ie* 1/4'. #am= Tft ,APYiSicE Joi 1 ft7/4 -11 vQ7 j 5 ED, FLORIDA BUILDING INSTALLATION DETAILS EQR RCOLAS P6NELSCI �/e I.e.. 5/6, LOW DFASS RIPSHINC W/ /eq_2W_ SS_ U _ , 0 It I/e D.G. FOR PANEL LEW" UP TIT -a' W-0' AM 6 Ile OC- FOR UNG'I's UP 10 b ' �, OR ti PAHELUATE FEMALE to PANELMAIE iilo OR 0 INTO EXISTING WQQD STRUCTURES U�1C. WITH I 1.111 To UEIR/Flw� A,1 111MMUISIOPI. A Leais SWAN's OtAlsic la ALIKOL TA jI Ile Vy EO EO' Uer, EJ 1 AomI mieeR ttaoo Avast R000RIED ALTERNATIVE 1W ALTERNATIVE iW SCALE 1/9=1' sca I/e.11 -x.SEE SCHEDULE Dr0 SEE SCHEDIR.E OR ON SEAMMON FOR W.. valmRON To MASS I i Mac calla CO( - 3:7 4 - ii EC To cc EG EQ I Eof 1/4 IV. 5/8' LOAD BRASS &USWG 0 C W/ i/4,0-2w, S S, vs 0 6 1/4 11 FDA P L UP IV 5'-G' `ND 6 * ra '\-rj4 I!jj 1/,- cc FOR LENGTHS UP to jr _8, A� OR I14-10 FANEL4ATF FEMALE ID OR ITEOUMD PAINEURATE FLUS & 12 - I THREADED PENVAA11004 AT SOREWS A, /2* - "ROKEID ALTERNATIVE 3A ALTERNATIVE AW L/Orffic"TH or ORSTING wow PLATE FOR 2W PLATE Is "DwRK", OF KAM SCALE I/S.I. SCALE 3/8-l' ALL LENGTHS W TO 8'-W V.. '- WOOD INUN"11ON "i ;NSIALLA330H D SdIN ARLOCATIONS ACRE : SHUTTER TRACKS NOT SHOWN FOR CLARITY AMLSY01% SCALE 3/8-1' I• NSTAtAATIONS ARE ONLY VALID FOR BUILDINGS WTH A,S.(4.DESIGN LOADS e UP TO +55 5, -72.0 PSF AND PANEL'S LENGTH UP TO 8*-81 �PENSE FLORIDA BUILDING CODE (High Velocity Hu cone Zone) A, 2. FOR Ne WOOD IV FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN am �TEOD. PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 20 GAGE GALVANIZED STEEL STICitill PANEL DAWN ILIECO,mc. GLOBAL PROTECTION PRODUCTS, LLC, 17 TOP & 60 OM MOUNTINGS CAN BE ... a��TEST,No CHOINGER1.0 COMPANY ILK. n- =1. 20-176 COMB11-11ED N ANY WAY 10 SUIT ANY r.AM AnwPHONE (0IMARR-0. F- tv�)"s-am INSTALLATTOIN C.-mopm wALDDIAm ORNemaNc ItISTALLAI19N QUAILS FOR REGULAR PANELSCt, & U-A INTO EXISTING WOOD STRUCTUf?ES V 7- NELMATE PLUS -10 PARELMATE PLUS VA-10 PANELAATE PLUS 6 mc. wf 1 7 am PENETRATION To pok TC -mnoN EXISTING WOOD HEADER To I EXISTING WOOD HEADER OTSTING, WOOD HEADER 72, ; '7- FF <00 0 Elm 2� 6 cc 6 ve O.C. t 1p- cc WOW HEADER WOW I-,EADER- REQUIRED (3 L SEE SCHODAE ON SO: x�u: om SlIm a 1 rE I FOR TO i 1 "C's W- SVWA`RGA irPmw" nol TO v-,-m Ic GIASS, M., PANEL LEN U.. PANIEL LENGTH (SET NOTE 1) 401E 1) I-.- (SEE HOFF 1) t 7 71- - SOx 5 Sox OF 1" OF 'V "A" No a No a it it m, SwNc-S " W/ Eq. EO. 12 YrA. & E UIG Sc. 2". WOOD ?L&IE rNe WOOD PLATE PVQE-A-� Am RIACALSO A ELMATE RED Ewl PLUS REQUIRED REOUIREDOG PENETRATION Al D.C.W/ ! 7/8* 1 11 uIDI SF PLATE THREADED PENETRATION 0 N MID WIDTH or PuYIE W/ 1 1/2' MN: PENETRATION DIRECT M0UN-nNG INIVAUAIM AT MIDYAOTH OF PATE AUWK�ff DMI MQUNJ I WG INSTALLATION DIRECT MOUNT WA tNE "m NOUN IHSIALLAMS .10ING SItke 3/8- 1' SCALE 3/8-1- NOTEst 1. INSTALLATIONS FOR ALTERNATIVES JEW, 9W & TOW ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS UP 10 +43A. -48.0 P•S.t, AND PANEL'S LENCT14 UP TO 12'-4" Z FOR NEW WOOD FRAME CONSTRTI�. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECTFIG DENSYTY OF 0.5% OR EOUAL. FLORIDA BUILDING CODE jH19h Velocity_ Hu icons Zone) - 17 No. 41 F4m ILTILL01 � - -- N - OTE FOR CQMBINQO z 20 GAGE GALVANIZED STEEL STORM PANEL z TOP & BOTTOM MOUNTINGS CAN BE S T Of- to �/,z GLOBAL PROTECTION PRODUCTS, LLC. I COMBINED IN Aff WAY SUIT ANY DIM ♦ INSTALLATION.CQ 51 STAGE, �, cGe cc__, w.r. e- lm� 0.4Z. Z`T.-)NA-.. 20-176 Wer , TER DUR 4.. P.E. surnu r� CCNCRIM, ANO"ORS CONCRETE AHWM FOR CONCRETE ANCHM: SIX SOIEDULF M SHEET 14;- (SEE SCHEDULE ($a SCHEDULE Q1N--\\ Too wow Scww: SSE SECTION ON UT is 2, & 1WI15 ALTERNATE ALTERNATE SHEET 14 SHIDET 14) L., 8 LOCATION 'A 2A 2AA 3/4 OR 4/4 1, 2 & 1W/15 l:vft -AT PANEL 01-1 ANEL-515R.M 'IT.. AT END PANEL IN5jALLATION DETAU -FOR OPTION A I FOR LIFE SAFETY 5TORM P POURED Flit. I wI I EVERY A- qe-AO susews * r cc. W/ WOOD STRUCTURES RED\ OVERLAP rOW-11DED VIDNETRk'" ItJO EXfSjING TURE5 islox; wow HEADER .500, $TOO$ a "12 1/2- 0. C.) I . I POURED CONCRETE REQUIRED 5/9' (CASE 1) 7 3- MIN. (CRse a) 11-I'Lti, I IL STUDS 0 EVERY f �7 T-SEE Sc"BoRrli I j I I "Immm PAM DEf SHEET Y� FOR 10,IG54SATION To MASS I . 6 1 TO tllnctaDR P&AL) f SCNED�, ON TO HOLD PAWL , 7, QATA, OF U) mo 0 12 /2- Ox 10 EDT STUD 0 12 1/2- MC SEE SEE NTERIOR PANEL -END PANEL W., (CASE SCAMLE WOOD HEADER, UACHINE I -- ;-�11 I SCHEDULE I FOR V SCHEDULE AEOURED SO, j 3'- #22 F04 #2 FOR 3* -: SCHEDULE �AUYS Sc Wf SPEEQNLTS 12 1/7' D.C. OR &7 PLY a;, W, (CASE C Toya + , - @ ANCHOR ANCHOR t - I [p. OR DIRECT NOW SPACING SpAom IA., ANCHOR go- A11101KIR ICU (SEE 2/,.) SPACING Sp.., L.+ ON woo IEAW AT END PMELS) DETAIL I WALL MOUN71NG IN$jAjsLAjM (APPLICABLE TO-$rjfJ&jj" 2ML 2 FMR MQI)NTJNQ IN DUCARLE M SCHED"" As Smf-- SCALE-- Byle - I" NOT 0 KIVRNAIE L SIM 2 1 MAXIMUM A-S& DESIGN PRESSURE RATING (R.S.f.) AND CORRM12NDING 9 0 ALTERNATIVE I ALTERNATIVE . 10, Ul 2/ 14) MAXIMUM A.M. DE51GN F 0- t T, 6 T W Pm,Om CONCRETE MAXIMUM PANEL LENGTH "L" SCHEDUL �Pv OR BLOU ALL REQUIRED CORRESPONDING MAXIMUM A SPACING SCHEDULE AT Lt FORrrn -4- 0- LJJ.1/4� 2/4� 2A/4. 3/4 OR 1/. *L 2 & IW/15 12 & 1w/15 INSIALLABONS INTO CONCRETE A ONCRETE BLOCK STRUCTURES SEE I < ALTERNATE LOCATION FIN LIFE SAFETY PANEL GA LOCATION FOR W- EE ATOGN PANELS W/ OR P"If �.Stl 1APON OF cALI- Paum FINALE 0 P PLUS APPIrABLE To To BLESS. j L W/No LIFE SAFETY PANELS E (S NOTE I BELOW) I L. Ft. SAFETY OF UF Am' ED W/O REGULAR TRACKS DESIGN TG 1. 10 10 SECTIONS IF W PANEL CONCRETE cwmuw JDKT. CONCRETE TO TO 0 CoNCAM AKkORS RELOW) LAST PANEL TO BE AS PRESS'AZI: =� KYE OF "I ` Cow To TO cc INSTALLED SH." A`M` co"GRE" co"A"n CONCRETE _-}- (SEE SGHEDULS ON LIFE SAFETY 5TOJW PAWL OPENING BIATING f-JL� BLOCK MOCK SEE SHEET 15 FOR WCHORS TYPE k SPACING FOR INSTWATIONS W70 WOOD MAW RULDM 67 N/A 6, N/A .14& 2 (TOP) Q, REQUIRED T_G. OR ED LESS THAN `AENCAIED ON SCHEOULL AEDUCA ANCHOR SPACING By MULTIPMR0 SPACING; E SU's ALWAYS P ANCHOR SPIONGS me k4HU- � OWANCE ARE Ro"YED 0. �s , 'OR Cant �,Q w (% OPTION #1 FOR �I�E S4�ETY ORM OE POURED ST- TI%, 1" CAME;. r X 10 FAC AM N/A N/A N/A 6' N/A .MCRG TO BE INSIALLED OR REMOVED FROM M94DE .55.0. -72,0 ANG.% 9' - S, I (BOTTOM) SHOWN ON SCRIDULE BY THE FDUOWNG FACTORS, FOR THIS EANEL(l) &- QA OF STRUCTURE 7' 9 9� 9' 9 LESS OPERATION TO BE POSSIBLE (SEE SCHEDULE "'ORION 6. REOMED SPACING 0 MIND FACTOR SKAU. NOT W THAN WMALAI SPACING WOM PLATE SHEET ELEVATION N/A A N/A 1. NIA N/A 6- N/A 1 6: 2 (TOP) INDICATED FOR EACH ANCHOR TYPE AY AN04MS LECENG. SCkF 3/32-.1- �55.0 -720 9. 7'-6� REQUIRED WALL MQUNTIMP INSTALLATIONNA UNTINO IHSIAUAIIO 0- 7 1/2- 9- 9" AN*= TYPE • Ile. Ile. SCALE- 3/e- I- SECTION 2 SCALE. 3/B' I' 6AP -12X ml NIA 1. N,/A s. N/A /A -L& -E. TO Jr-r TAFION ja N L '. 1. -, --IF-- � 3 3 3 4� t (BOTTOM) IF 8 1 STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) ALTERNATIVE 3 ALURNEIVE-4 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN SAO PANELS), A:Ra EA am buttm am uFE Som PANELS MAY OR MAY Not BE INSTALLED, AOACEAT TO REOUI-AP PANELS 7 REDO LAC cft-ss 0 it 046AR/ 1 "12 (W/ Oft WID REGULAR TRACKS.) SEE wa I) - 1. -1 -11--l. I 'L 36 -7- --- r T44UM POWIRAFM cf) AA*MOM "D. >a (SAID 0 S/a, 'Row FIRN TOP OF "it) APPLICABLE TO I/1Ta4/ff* LOW arms SUSIm W/ -ww SS. A,& 6 a- ox OR 2, LIFE SAFETY M6, PANEL CONSISTS OF DO.W GALVANIZED STEEL STORN, PANEL AS SECTION 0-B DESIGN SECTIONS MAXIMUM PANEL I/e-20 PINFUMk- FELIAlf 0 OR ALIERNAT-11YE WOOD FRAME CONDITIQNS A ANCHOR LOCATIONS w eo ar (ft PANEURIATE PLUS 0 V OZ t I OF IHEY THREADED POTE"WIL'" to RG STFRJCTLAIE� _ PLFTE m PER COMPONENT I ,SSW 2 0 DRAWING. SCALE 3/32--l- PRESSURE ]A%- 70 To .11. LENGTH "'HII, ITSELF TO BE 42v-= )NERIN ""I N THIS PANEL ALLOWS E REMOVED OR INSTALLED FROM THE AISME OF 2mgm- " . TIL NOTE SHUTTER TRICKS. ACT %IaM FOR CLARIT, .49.2 -61.5 3- 4 1/2- 4 /2' 2 (BOTTOM) T-E- OR ........... , LESS I . ...... WALL MOUNTING INUALLATIO N. TIQ/,. .T. LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE COMPONENT CD & Ba7l)M TRACK TO T A,, .5ia 3- 4 4 2 (BOTTOM) 7'-S' OR LESS CGmPONEL4TtDAS PER SHEET 2 OF THIS DRAWING. BE ALTERNAINE 1-W• ............ Lu COMPONENT QD WAY BE Ill ALLIED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I +SSL0 -72,0 2 1/2* 2 1/2- 4. z 1/2' 2 (BOTTOM) 7--6- OR LESS V 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 014 SHEET 14. SCALo 3/r - I' E N 2 1/2' z 1cc 155.3 -72.0 2 1/2 N/A NIA 2 (BOTTOM) p7'-6' TO 8*-O'l = * '� 4, W- LENGTH FOR compoNnarsNa; FLORIDA BUILDING CODE (High Velocity HUr, coils Zone) - :- = FLORIDA BUILDING CODE (Nigh Velocity Hurricane icons Zone), FLORIDA BUILDING CODE (High Velocity Hurricane Zen.) TO 6--a-I N/A -6 � -!3;- .. li; �- .2m IXTELD, RIC 5 < Max. ANCHOR SPACING OM IS CNE +5Io -72.01 N/A -r f 2 (8070M) �7 20 GAGE GALVANIZED STEEL STORM PANEL -`FK' m`EC0. FOR 0 IF (J)ANCHORAGE AT DOT A ON 20 GAGE GALVANIZED STEEL STORM PANEL IP SChEDU1.ES j& 2. SHM. 14, D� a, , ;� -., MAN w: 20 GAGE GALVANIZED STEEL STORM PANEL COMPONENT MAY BE PERMANENT OR REMOVABLE- PT E . ; - LmABr B.: = z GLOBAL PRO I.W. I INSTA"ATON& xal ONLY VAUD MR BUIL WITH A -So, OCSIGN UP 10 _e, 01""gon 135,5� -n,* PIT AM PANEL'S LENGTH UP TO W-W, GLOBAL PROTECTION PRODUCTS, LLr. LLC.j 5 SEE D--AILS MR INSTALLATION INTO WOOD FRAME BUILDINGS ON SAEL-- 15, TECTION PRODUCTS, INID, GLOBAL PROTECTION PRODU ORO•!, T, L rE C 0 "K4 &W- 5 STREET STREET 2- FOR AM WOOD FRAME CONSTFIXTIOtt WOW 4VA-5 70 K S o Pi, "m Awl 51 START, z 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF TILLP TAW, n- 31U� rNa"Kire" COMPANY DAVIE, A. =1# r0a, 4--w- n- 'L - AA QN ---Z- . N.- �- (w)ARI FAX (9% -671`1 20-171 PAI)OW-Am 20-176 NII. z W/, SpEarr, DENSITY Or ass OR EIVAL.. 20-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND 10 STUCCO WOOD BANDS,li,M -,.I E�� pk`3KE1 lm� - . I-) - - ` = - G_ .7 __ _ 11 *kIA007 - M) tE%- I - < Pu 01MR0 NA, U-ows?Io FIE SEAL/SVRAFJA�U-M OF �41-1 L WELTER A. " `�' -, = SHO" IIL SHEET NO. SH 1.1 , rTY- Fi 11 1 1 -Tj - I I - - - , I I I 1. 1. 1­1_1 --- ­ ..,_.._.ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 & 20) . . .... - - 1. I ­_1 ! 3: Mw $A/0, 4A/17, W18, 38/17, 48/17, 59/18, 3: wa I MIN, uW/HL 7AW/19 k B&W/20 wo/m ?vw/1q a am/20 1 MIN. D.M..,Q()- ____ - ____ I -- - - . ­ - � - - . . ,- ­ F� ------- I - - __ . I C ___ ­ ­ - __ - ___ __ i I I i I i I i I I I � I � , , I I i 1 i I � , i � ! I I I � k � � 1 1 11 I 1 1 i I ! � I i ! I : i � I I I l � I.. .�......, ..... L-1 I� I 1 1 1 � � � 1 I 1� � i I (DOP9, , I �RICULM TN Pi,,,I II , rt!i,Q( a,u Pawl, Iii (D 1. r" DR@ IE IRAAR STORM . I I ­ - A A ,q �A[ 1--_ j � 7 - - � t- ----- - --- - - ! - -T -- I ,� 4, , ,-,!I I I i I ­, I - * li �._, 1� _11-1k - - _-T _­@NT - ­ I �_ - --I- _,L,;i � � PANEL LENGTH I , , , .%-.--.-- � x- 'j � '4'.." � I --I ISEE SCHEDULE) 7 , oME 1 � I � I X, , - : - � I ; 6., � r I . � - 4 � � I : I i � - L . , � I . � : r � I , tll 1 : I I I I � � � ; � I � . . I . , � m , . I � -1 -� - I '14_ i � I , � -_ 1 , . I ; I � .� - I I I I i � � - , ugg twa wsw --- - I I PANEL BOTTOM CY44M - I 0 1 D.M,,@-,4-I , . I _4 I � - - � I _�, - tw*; KIT a MI * WE twu I 3� -"-x W17, 4A/1715A/I& LiplAN0MAX7,40/17. 58/18, 3: 1. MIN, vl9 & 8AW/20 OW119. 79W/19 k BOW120 1 MIN, -1 - - - ­ - - -.._..ANCHORS (SEE SECTIONS ON SHEETS 17. IIT ID & 20)- --- -- OPTION #2 FOR LIFE SAFETY STORM PANEL(j,, ELEVATIOtj SCALE 3/W-1- 11�' - w - F I . IT, ) OR9 Lew W OIEI�N�n!, fitIC)i E Mk,m (i)-@ 9Ar, I _ � , 110 U"E vir", I � - 'l - � I '*v,--­- -, �-7�-�--------��--w�-- -­ I I EUERIOR SECTION A - SCALE Jlpe­- IN I MAXIMUM A.S.D. DESIGN PRESSURE RATINQ.�U RA;,AND 41110ko i! W-Nx, CORRESPONDING MAXIMUM PANEL LENgIN IN` SCHEDULE _4,---,,-�ii�s,*e,---.!'i I No. 44167 = *: . = . * .. III, 1 ' Z MAXIMUM A,S.O. i Max, PANEL LENGTIH - FLORIDA BUILDING CODE (High Velocity HU cone Zone) DESIGN PRESSURE I L (ft.) MINIMUM SEPARATION I PANEL '.....itOR101'..- _�, A=. "i-Two. I'A' 20 GAGE GALVANIZED STEEL STORM PANEL FF, RATING (P.S.f.) I (SEE SECTIONS) TO GLASS I CONDITION ....... . I - - - I I --.--,- .�, -- GLOBAL PROTECTION PRODUCTS, LLC. "'""' +55.0, -72�O $'-s" 2 3/4- UNBOLTED ,Z_71_71�Ysq �­ AMA, STA. a, SEIM, I I / I TILLIT TICTIT"a & ENGINUCE140 .041F. mm n- I43" -176 - xrA I f,t.) �.t,:: T�= mvr - ___ ?"f_l t"Him-uk rm; fqSriw­tO97 20 P.E. VCN,-,"ATUm/oxm -.006719 _.T_xiA­ T-4-1 - DRAINAM NP 'i'ALTER I ru i _... _ !!7j - - q Jr,.tK, f, INSTALLATION UEE SAFEIY SION PANEL SY51EM I EX15TING W_QM EM&T-URES I /I -1 I,; 4t 3, � - I � - Z,��.EADEI`k i` Jrwoulmglom � Cowil"111 9.11u%&DON I t�� �_, T � I , I I I ro 11 , _" � I 1110 1/4'0 TAPWN 0 0* O.C, 1/4't TAPCON 0 6'OG 1 4'. TAPCQN 7 ,L I W1 a 6, Ox. '. TAPCON 0 6' 0 C I - - /I fl I__ ,;641 1, " 1� - MIN. THREADED I I" , "TTIATION AT WOOD T- , *�,NEX."UN. THREAD /2' MIN. � I , W"z i I ED �- I wow I I I tHREADED 1� , I I nu� " , If2l MIN, ��I HEADER 1 � , , , I , . p HEADER , HEADER .1 � HEADER "i , AT WOW 1 , IT N AT WOW PENETRATION AT " , i "I PENE , I ill �. I I � 2. . __ ,/2 . /,. I = i,/ - JU I ". , � I i � �v : I . ) - ! L"; 2 � I , , i I /2* N"u- i I I il M.. I " ___ 11 Miri I 111 1 � : I I I. s � i I � q, I I Q - I .1 � i � r,, CONT -------­il i---- CONT. - � C I 211. I I I I MIT- " 1 i 17. IL i � ' ­ ' � I i L _ I ft;L�� k , f,11 � I I It- (3 I 1 I I I ING I - s-,io, ; -- EXIST' 1 ""TE0 - - - `U"""` I I I ":,p � -T I TIZIAm-, � i M� GAS,, - Ot=. - i CLASS I __ I I � - Il- Y i i 1 � ISEZ ANEL LEAKITH 1 . PIEr, to) I PANEL LENOTH ck � 10) v ** CEEC !, � - """"'N"' i � *" 4 i I � PANEL LENGTH NOTE I aamw� A�EL LEWTH i I NOTE I BROW) � I � I . I BE `l5H I �� MISTING ; i 'i I (Sap LOW) EXM!11.1 -1.11= I'll (SEE NOTE I ED ON) - I � � i " =11 'Mix SvvimL -20.1';7; .=, IZA'*l* t; 11 -, --I , SE M's,W/ "" 1-__ i ;M�4_ tI&". 31 I/,3275'..5I /32 WIN i /1INU - L I I I WIND NUT �, " I I Of, I 4 -, I 1 1 I � T I f � I � MIN Is - _4 � I - � i " - _ � I PEREITFUMON At�, _­ 1 1 MIDNICTH OF �, --- - - : I : i PIATE, � � I I t, I � � [ f I . " 3 A , I I , , , , � I I . I It - - I � I I ; I , I � (a-7 �] I . I � . Co. I- I- - 1 G 1 - PUT IT i ED�T 1 I I _j I 4,K 7-7, CDMT 1/4-­2W/4-S.S. US- W1 el _T I I 2/03 e4V'SMS. W/ I I !! coin ED I __! 7/8-ft3/32- WIND D � - 404�� /4'0- 3 1 , : 1 3 1,7"a'. . 3/32* WING .0 r�. i lie. . 3/32' MW I _� 1 01C. I �_ " ' 71WO. 2 NUT ; ... WASHER 0 12 1/2 ,; I WASHER 0 12 1/2 O.0 7 wAsNCR (BEYOND) . � I NUT WASHER L I 4_1 _ ___ - �` - � I _ , � _ * � , 51 I I - __v i , . � � STAGGERED ft/ STUD) - , - -, ST r =2 MIN. THIRE-DED I ) I . ,. I . KNE Vo. AT WORADY. � � - L I I M, I l. W/I 1/2 AT THREADED L�j - - - , 'TitJ ZaQ AT J . _I----- PENETRATION j .1 , , OF PLATE , MIDWIDTH . VK)WIDTH -_V ITE 11 I I _-_-I 1 * -1 - . kaum � Of PLATE . 2'.4' WOOD PLATE ­­ 1-- _4 WOO PLATE -_ _ ____ , - OULRm - RED I ­ ,f t�L WOOD PLATE - RED WALL tetillillk INSTALLATION WALL 9"hM t ­­ ­11 WALL mDh WALL MOUNTING NSTALIAWN Au SCALE 3/e-. I - .,- 11- 20ALMMI&SIEL a MWE&L "'WHIII11440" SCALE vv_i SCALE 3/8'.1' SCALE'val-, L", 0" Tktli, x- -�,.. ,�5 - " N. "a 7�y _s �AIWALLAIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.C. DESIGN LOADS .. -�,a se ,,�': is- FLORIDA BUILDING CODE (High Velocity NUT 'cgrwe Zone) mm; "" TO .55,5, -710 PSf AM PANEL'S thC /'Ir� 2 FOR NEW WOW FRAME CONSTRUCTKOL WOOD MEMBERS 70 BE SWTHDw , . = 20 GAGE GALVANIZED STEEL STORM PANEL 0"rm, , .- FINE "Or 2. W/ SPECIFIE, DENSITY OF 0.55 OR EQUAL I * . , I ( �E �_ , S , 07/w� � . sm E - - _7t PRODUCTS, LLC. WIL ,- / 111LIECOme. \ � �. 51 STREET ... ...., _�� ruff TWIT" . ENOINEERING co,"Al-, ,� - ,� 111_1�17 i'�,v6_1___.__ ---..- ---..,. � (-F=91'&FL �F�"I�)GV-ITH7 20-176 1. �g , 'I-,- - - � ­­ :E�� DR-4 . ........... I I is �n -,,%�,.,. - , ,_UI , , 11 , I 0 "i"', I FIA199A �_ 2. 1 DETAILS FOR OPTION #2 FOR INTO. .:-fir . THREADED F , ii s PANEL Max. , ,i ON oMTipI i 1/,-0 , G P-11 i APC ; R ic . 11 REtuLO I I ;..� Y.S. NUT WING • (BEYOND) TAPCON a 5' O.C. I � 4 D.C. I I --- !'� 1/4-0 TA!CON 0 6- O.G. `:''� '-:I i .11 - ". OF PUTS . w LENGTH UP 10 W-8- t4o. 4 i1bi ` * 1 o2= TA�' d > / W'\ GLOBAL PROTECTION P.E. patm, CONORM OR CONCRETE BLOCK REOURAILO INSTALLATION DETAILS FOR-- OR LIFE SAFETY STORM PAN L 5nTEM INIQ EXISTING. RQUIRE ON!ZRETE- QR CONCREJE BLOCK STRUCTURES 1,, TAPCON ANCHORS IJA* TAPCON ANCHORS 1/4' TAFCQ& ANCHORS 0 lr zz=`Rm " -11 ' 7, POBOLRW" , POURED CCROENTECRETE I OKUREQ14*OEQUERD 1-, BOOCKNI REQUIRED I I 4* TAPCON ANCHORS _-_tea' ' O.C.9. OXI ­* r OC . _ ;6 9* O.C. I ­ . POURED COi;Ct2E7,E CONCRETE. I ! � I - MAMMITAN m � atAtIasat - 1 � . I tA,QiT 'N 1 � t I � � i I __11� z I I I i I; I I . I 1 4--+, , , , 3/3!" wjmo NUT 0 12 ' /2* ox, 1 : /4' TAPCON ANCHORS a A 1/2. D.C. (STAGAGO" W/ S D) 1, LCCK REQUIRED WALL Jh9AUA1[QN SECTION 3A 0 SEGUL&B PANEL SCALE 3/81-1, �3 C v WASHER TU _,_POURED CONCRETE MOUNTING - . 1 ­ I '� M... I ----I F 6 ., I : � i�. -113 i i,- X�o , I I.-. N A � I �� I I " I - � I I I , 6 I I , , . ".. ­�� - ., ,,,1 � I pld s �N,`. 1. 9 : ... ' 11-1 : I I .- 71 ED- 11 1 0 4 " 2,P nl ,� - I - ; ; , � I I I *o /�12* WIND �� it ZWASHER (BEYOND) . _.. Y, * TAPCON ANCHORS * 4 1/2* Cc. �sm - -OURED CONCRETE OR CONCRETE BLOCK REQUIRED tIG IN 16=0B =00-m 9 LIFE SAFETY PASFL SOME 3/8--i- ! LLv 1 I ` _ (STAGGERED 5 WALL SEE SHEET 1 . 20 MR ANCHORS TYPE A, AICHOR TYK -1/4'. SPACINO FOR INS NIATIONS INTO WOOD 7� FRAME BUILDING- - Aeommit smarx, O') A WIRMUM ANCHOR SPACINCS "I" EDGE DISTANCE ARE WDCATO INS -__ ict-OA 01) 3 VCHODUCE MR ED. LESS THAN INOCKIED ON "AKAI jo,.,,A,­p,4 SCHOXALE REDUCE AND" SPACING BY MULTIFILYWO SPAICHO SHOO ON SCHEDULE son ca am ivq� mm ST THE FOLLOW" FACTORS, FOR THIS I I/V � OPERATION TO BE POSSIBLE RIEDUCED - - I.---.-- - SPACM OffoNNED USNO FACTOR SHALL NOT - ' BE ITIAM MN"M %WM4 Wor"Too ___ _� I/ , - ii; I'M E� ANCHOR TYPE ON 7149 SCHEDULE 4 AND ON a ' LESS 1, E.o. - r O'. �1,. I I 1I I I CON! . I a, I1; - _C3 _� ,=. � - I- =r I - I e. � A PKIi, ,0 -10 I ; f ; 9 i I ! I CiffuW-1 I I 1xTSvj 0 I I i � i I 1 i Els GLASS 11 I I I I I I 1i I I I 'i t I rIit I I ti --, -�,�;n 1 I � .1 g ; 1..""', - " * i . -I � , i I I I i 11 i ! W I I :� ED,- I I I "I , : 'I I)r[ -II- -W/ 11 ,.. /I'*x3j37* WNG NUT WAS O-E'I R 4 . (BEYOND) 1 1 i : : : , - A(441 TAPCON ANCHORS � !; 4' TAPCON 04OFS Cc- - POURED CONCRETE -.5-PURED CONCRETE OR CONCRETE BLOCK. OR CONCRETE BLOCK REOUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .4A 2 REGULAR PANEL 9 U�NEL SCALE 3/8".1" SCALE 31e.1" jj Doss z MS. � j LED 1 - f-V4b 11xl(4's.sus,W/ ,/IE1/4,*_2w­ j4­_.S. MIS, 3/" WING NUT WASHER I ,9 " . 12 1/2" O.C. / ' SECTION FLORIDA Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. 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"U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L DETAILS FOR OPTION #2 FOR INTO. .:-fir . THREADED F , ii s PANEL Max. , ,i ON oMTipI i 1/,-0 , G P-11 i APC ; R ic . 11 REtuLO I I ;..� Y.S. NUT WING • (BEYOND) TAPCON a 5' O.C. I � 4 D.C. I I --- !'� 1/4-0 TA!CON 0 6- O.G. `:''� '-:I i .11 - ". OF PUTS . w LENGTH UP 10 W-8- t4o. 4 i1bi ` * 1 o2= TA�' d > / W'\ GLOBAL PROTECTION P.E. patm, CONORM OR CONCRETE BLOCK REOURAILO INSTALLATION DETAILS FOR-- OR LIFE SAFETY STORM PAN L 5nTEM INIQ EXISTING. RQUIRE ON!ZRETE- QR CONCREJE BLOCK STRUCTURES 1,, TAPCON ANCHORS IJA* TAPCON ANCHORS 1/4' TAFCQ& ANCHORS 0 lr zz=`Rm " -11 ' 7, POBOLRW" , POURED CCROENTECRETE I OKUREQ14*OEQUERD 1-, BOOCKNI REQUIRED I I 4* TAPCON ANCHORS _-_tea' ' O.C.9. OXI ­* r OC . _ ;6 9* O.C. I ­ . POURED COi;Ct2E7,E CONCRETE. I ! � I - MAMMITAN m � atAtIasat - 1 � . I tA,QiT 'N 1 � t I � � i I __11� z I I I i I; I I . I 1 4--+, , , , 3/3!" wjmo NUT 0 12 ' /2* ox, 1 : /4' TAPCON ANCHORS a A 1/2. D.C. (STAGAGO" W/ S D) 1, LCCK REQUIRED WALL Jh9AUA1[QN SECTION 3A 0 SEGUL&B PANEL SCALE 3/81-1, �3 C v WASHER TU _,_POURED CONCRETE MOUNTING - . 1 ­ I '� M... I ----I F 6 ., I : � i�. -113 i i,- X�o , I I.-. N A � I �� I I " I - � I I I , 6 I I , , . ".. ­�� - ., ,,,1 � I pld s �N,`. 1. 9 : ... ' 11-1 : I I .- 71 ED- 11 1 0 4 " 2,P nl ,� - I - ; ; , � I I I *o /�12* WIND �� it ZWASHER (BEYOND) . _.. Y, * TAPCON ANCHORS * 4 1/2* Cc. �sm - -OURED CONCRETE OR CONCRETE BLOCK REQUIRED tIG IN 16=0B =00-m 9 LIFE SAFETY PASFL SOME 3/8--i- ! LLv 1 I ` _ (STAGGERED 5 WALL SEE SHEET 1 . 20 MR ANCHORS TYPE A, AICHOR TYK -1/4'. SPACINO FOR INS NIATIONS INTO WOOD 7� FRAME BUILDING- - Aeommit smarx, O') A WIRMUM ANCHOR SPACINCS "I" EDGE DISTANCE ARE WDCATO INS -__ ict-OA 01) 3 VCHODUCE MR ED. LESS THAN INOCKIED ON "AKAI jo,.,,A,­p,4 SCHOXALE REDUCE AND" SPACING BY MULTIFILYWO SPAICHO SHOO ON SCHEDULE son ca am ivq� mm ST THE FOLLOW" FACTORS, FOR THIS I I/V � OPERATION TO BE POSSIBLE RIEDUCED - - I.---.-- - SPACM OffoNNED USNO FACTOR SHALL NOT - ' BE ITIAM MN"M %WM4 Wor"Too ___ _� I/ , - ii; I'M E� ANCHOR TYPE ON 7149 SCHEDULE 4 AND ON a ' LESS 1, E.o. - r O'. �1,. I I 1I I I CON! . I a, I1; - _C3 _� ,=. � - I- =r I - I e. � A PKIi, ,0 -10 I ; f ; 9 i I ! I CiffuW-1 I I 1xTSvj 0 I I i � i I 1 i Els GLASS 11 I I I I I I 1i I I I 'i t I rIit I I ti --, -�,�;n 1 I � .1 g ; 1..""', - " * i . -I � , i I I I i 11 i ! W I I :� ED,- I I I "I , : 'I I)r[ -II- -W/ 11 ,.. /I'*x3j37* WNG NUT WAS O-E'I R 4 . (BEYOND) 1 1 i : : : , - A(441 TAPCON ANCHORS � !; 4' TAPCON 04OFS Cc- - POURED CONCRETE -.5-PURED CONCRETE OR CONCRETE BLOCK. OR CONCRETE BLOCK REOUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .4A 2 REGULAR PANEL 9 U�NEL SCALE 3/8".1" SCALE 31e.1" jj Doss z MS. � j LED 1 - f-V4b 11xl(4's.sus,W/ ,/IE1/4,*_2w­ j4­_.S. MIS, 3/" WING NUT WASHER I ,9 " . 12 1/2" O.C. / ' SECTION FLORIDA Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L INSTALLATION DETAILS FOR-- OR LIFE SAFETY STORM PAN L 5nTEM INIQ EXISTING. RQUIRE ON!ZRETE- QR CONCREJE BLOCK STRUCTURES 1,, TAPCON ANCHORS IJA* TAPCON ANCHORS 1/4' TAFCQ& ANCHORS 0 lr zz=`Rm " -11 ' 7, POBOLRW" , POURED CCROENTECRETE I OKUREQ14*OEQUERD 1-, BOOCKNI REQUIRED I I 4* TAPCON ANCHORS _-_tea' ' O.C.9. OXI ­* r OC . _ ;6 9* O.C. I ­ . POURED COi;Ct2E7,E CONCRETE. I ! � I - MAMMITAN m � atAtIasat - 1 � . I tA,QiT 'N 1 � t I � � i I __11� z I I I i I; I I . I 1 4--+, , , , 3/3!" wjmo NUT 0 12 ' /2* ox, 1 : /4' TAPCON ANCHORS a A 1/2. D.C. (STAGAGO" W/ S D) 1, LCCK REQUIRED WALL Jh9AUA1[QN SECTION 3A 0 SEGUL&B PANEL SCALE 3/81-1, �3 C v WASHER TU _,_POURED CONCRETE MOUNTING - . 1 ­ I '� M... I ----I F 6 ., I : � i�. -113 i i,- X�o , I I.-. N A � I �� I I " I - � I I I , 6 I I , , . ".. ­�� - ., ,,,1 � I pld s �N,`. 1. 9 : ... ' 11-1 : I I .- 71 ED- 11 1 0 4 " 2,P nl ,� - I - ; ; , � I I I *o /�12* WIND �� it ZWASHER (BEYOND) . _.. Y, * TAPCON ANCHORS * 4 1/2* Cc. �sm - -OURED CONCRETE OR CONCRETE BLOCK REQUIRED tIG IN 16=0B =00-m 9 LIFE SAFETY PASFL SOME 3/8--i- ! LLv 1 I ` _ (STAGGERED 5 WALL SEE SHEET 1 . 20 MR ANCHORS TYPE A, AICHOR TYK -1/4'. SPACINO FOR INS NIATIONS INTO WOOD 7� FRAME BUILDING- - Aeommit smarx, O') A WIRMUM ANCHOR SPACINCS "I" EDGE DISTANCE ARE WDCATO INS -__ ict-OA 01) 3 VCHODUCE MR ED. LESS THAN INOCKIED ON "AKAI jo,.,,A,­p,4 SCHOXALE REDUCE AND" SPACING BY MULTIFILYWO SPAICHO SHOO ON SCHEDULE son ca am ivq� mm ST THE FOLLOW" FACTORS, FOR THIS I I/V � OPERATION TO BE POSSIBLE RIEDUCED - - I.---.-- - SPACM OffoNNED USNO FACTOR SHALL NOT - ' BE ITIAM MN"M %WM4 Wor"Too ___ _� I/ , - ii; I'M E� ANCHOR TYPE ON 7149 SCHEDULE 4 AND ON a ' LESS 1, E.o. - r O'. �1,. I I 1I I I CON! . I a, I1; - _C3 _� ,=. � - I- =r I - I e. � A PKIi, ,0 -10 I ; f ; 9 i I ! I CiffuW-1 I I 1xTSvj 0 I I i � i I 1 i Els GLASS 11 I I I I I I 1i I I I 'i t I rIit I I ti --, -�,�;n 1 I � .1 g ; 1..""', - " * i . -I � , i I I I i 11 i ! W I I :� ED,- I I I "I , : 'I I)r[ -II- -W/ 11 ,.. /I'*x3j37* WNG NUT WAS O-E'I R 4 . (BEYOND) 1 1 i : : : , - A(441 TAPCON ANCHORS � !; 4' TAPCON 04OFS Cc- - POURED CONCRETE -.5-PURED CONCRETE OR CONCRETE BLOCK. OR CONCRETE BLOCK REOUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .4A 2 REGULAR PANEL 9 U�NEL SCALE 3/8".1" SCALE 31e.1" jj Doss z MS. � j LED 1 - f-V4b 11xl(4's.sus,W/ ,/IE1/4,*_2w­ j4­_.S. MIS, 3/" WING NUT WASHER I ,9 " . 12 1/2" O.C. / ' SECTION FLORIDA Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L 1 4--+, , , , 3/3!" wjmo NUT 0 12 ' /2* ox, 1 : /4' TAPCON ANCHORS a A 1/2. D.C. (STAGAGO" W/ S D) 1, LCCK REQUIRED WALL Jh9AUA1[QN SECTION 3A 0 SEGUL&B PANEL SCALE 3/81-1, �3 C v WASHER TU _,_POURED CONCRETE MOUNTING - . 1 ­ I '� M... I ----I F 6 ., I : � i�. -113 i i,- X�o , I I.-. N A � I �� I I " I - � I I I , 6 I I , , . ".. ­�� - ., ,,,1 � I pld s �N,`. 1. 9 : ... ' 11-1 : I I .- 71 ED- 11 1 0 4 " 2,P nl ,� - I - ; ; , � I I I *o /�12* WIND �� it ZWASHER (BEYOND) . _.. Y, * TAPCON ANCHORS * 4 1/2* Cc. �sm - -OURED CONCRETE OR CONCRETE BLOCK REQUIRED tIG IN 16=0B =00-m 9 LIFE SAFETY PASFL SOME 3/8--i- ! LLv 1 I ` _ (STAGGERED 5 WALL SEE SHEET 1 . 20 MR ANCHORS TYPE A, AICHOR TYK -1/4'. SPACINO FOR INS NIATIONS INTO WOOD 7� FRAME BUILDING- - Aeommit smarx, O') A WIRMUM ANCHOR SPACINCS "I" EDGE DISTANCE ARE WDCATO INS -__ ict-OA 01) 3 VCHODUCE MR ED. LESS THAN INOCKIED ON "AKAI jo,.,,A,­p,4 SCHOXALE REDUCE AND" SPACING BY MULTIFILYWO SPAICHO SHOO ON SCHEDULE son ca am ivq� mm ST THE FOLLOW" FACTORS, FOR THIS I I/V � OPERATION TO BE POSSIBLE RIEDUCED - - I.---.-- - SPACM OffoNNED USNO FACTOR SHALL NOT - ' BE ITIAM MN"M %WM4 Wor"Too ___ _� I/ , - ii; I'M E� ANCHOR TYPE ON 7149 SCHEDULE 4 AND ON a ' LESS 1, E.o. - r O'. �1,. I I 1I I I CON! . I a, I1; - _C3 _� ,=. � - I- =r I - I e. � A PKIi, ,0 -10 I ; f ; 9 i I ! I CiffuW-1 I I 1xTSvj 0 I I i � i I 1 i Els GLASS 11 I I I I I I 1i I I I 'i t I rIit I I ti --, -�,�;n 1 I � .1 g ; 1..""', - " * i . -I � , i I I I i 11 i ! W I I :� ED,- I I I "I , : 'I I)r[ -II- -W/ 11 ,.. /I'*x3j37* WNG NUT WAS O-E'I R 4 . (BEYOND) 1 1 i : : : , - A(441 TAPCON ANCHORS � !; 4' TAPCON 04OFS Cc- - POURED CONCRETE -.5-PURED CONCRETE OR CONCRETE BLOCK. OR CONCRETE BLOCK REOUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .4A 2 REGULAR PANEL 9 U�NEL SCALE 3/8".1" SCALE 31e.1" jj Doss z MS. � j LED 1 - f-V4b 11xl(4's.sus,W/ ,/IE1/4,*_2w­ j4­_.S. MIS, 3/" WING NUT WASHER I ,9 " . 12 1/2" O.C. / ' SECTION FLORIDA Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L 4 AND ON a ' LESS 1, E.o. - r O'. �1,. I I 1I I I CON! . I a, I1; - _C3 _� ,=. � - I- =r I - I e. � A PKIi, ,0 -10 I ; f ; 9 i I ! I CiffuW-1 I I 1xTSvj 0 I I i � i I 1 i Els GLASS 11 I I I I I I 1i I I I 'i t I rIit I I ti --, -�,�;n 1 I � .1 g ; 1..""', - " * i . -I � , i I I I i 11 i ! W I I :� ED,- I I I "I , : 'I I)r[ -II- -W/ 11 ,.. /I'*x3j37* WNG NUT WAS O-E'I R 4 . (BEYOND) 1 1 i : : : , - A(441 TAPCON ANCHORS � !; 4' TAPCON 04OFS Cc- - POURED CONCRETE -.5-PURED CONCRETE OR CONCRETE BLOCK. OR CONCRETE BLOCK REOUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .4A 2 REGULAR PANEL 9 U�NEL SCALE 3/8".1" SCALE 31e.1" jj Doss z MS. � j LED 1 - f-V4b 11xl(4's.sus,W/ ,/IE1/4,*_2w­ j4­_.S. MIS, 3/" WING NUT WASHER I ,9 " . 12 1/2" O.C. / ' SECTION FLORIDA Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L �1,. I I 1I I I CON! . I a, I1; - _C3 _� ,=. � - I- =r I - I e. � A PKIi, ,0 -10 I ; f ; 9 i I ! I CiffuW-1 I I 1xTSvj 0 I I i � i I 1 i Els GLASS 11 I I I I I I 1i I I I 'i t I rIit I I ti --, -�,�;n 1 I � .1 g ; 1..""', - " * i . -I � , i I I I i 11 i ! W I I :� ED,- I I I "I , : 'I I)r[ -II- -W/ 11 ,.. /I'*x3j37* WNG NUT WAS O-E'I R 4 . (BEYOND) 1 1 i : : : , - A(441 TAPCON ANCHORS � !; 4' TAPCON 04OFS Cc- - POURED CONCRETE -.5-PURED CONCRETE OR CONCRETE BLOCK. OR CONCRETE BLOCK REOUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .4A 2 REGULAR PANEL 9 U�NEL SCALE 3/8".1" SCALE 31e.1" jj Doss z MS. � j LED 1 - f-V4b 11xl(4's.sus,W/ ,/IE1/4,*_2w­ j4­_.S. MIS, 3/" WING NUT WASHER I ,9 " . 12 1/2" O.C. / ' SECTION FLORIDA Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L Hurricore INSTALLADON, DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM � INTO EXISTING WOOD STRUCTURES I � I I . � I � �P � "I Hi , i 1/4-0 TAPCON 0 O' $' D.C. ,�, __-1/4 . , V/ , MIN. Imie". 1i PC )ill � %&1g2`GNIN. THREAaD � t ";ETIO P I'D" AT WOOD 71 AT WOOD , � ! , III , I , HEADER � L I I 'I HEADER , il�, I L I t I � le, 7,1/4- . I )Lq ,M­ � � WOOD HEADER � WOOD HEADER I 'I', t J ; I I I - " . r, ' - - REQUIRED., NO RVOUIRED . .1 I (A CONT. 11 1�1 IT. � � 3 U i I � 1 " SVYAM,ot I . I I 10 vLAWI I ! EXISTING ! 10, =) - SEPAIATKIA, ! I GLASS f � j I 'L, M. I I . 11 'L' M­ b--- md I PANEL LENGTH � - -t­ ',v PANEL LENGTH . ­ ; (SEE NOTE I BELOW) 1/4 <, i � ISEE NOTE I BEUM) E, 'I, I M SHEET 'a) I � I S.E.-;��.-,;;- I ---- - - � __ 11. ,I� I I I � --I 3/zI2, 1 1 1 , Null , � I W11�11'! A f_", ,,�: , 'w I I I � I f � � I i -,;, , ," I - 1 � � 1 4 11 I � L_ - - 1, i I I --- -I - I i i - i ! - I t i [ CD -If-LuLr- ir I 1i I -- - � 1 �,Q __ . - I I- 2*.4* WE . 3/32- WINE NUT 2*.4' WOOD PLATE J�L '7/0*6 x 3/32' WIND NUT No -WASHER 0 (BEYOND) REQUIRED D P 1j: WASHER 0 6 1/4* O.C. FIEWRIED PLATE 114-0 PANEUMATE Plil : -_ [",; � JT4-10 PANEUJATE PLUS I - -, [,,,; � � I—" - , . ­­ � , -11, , a .. - .. -_ 1 1 � ji 0 6 t/4* OG, W/I ?18 , I a 6 I'= =' 11 MIN. THREADED PENETRATION ' j � MIN. I.R AT. L , AT MIDWMTH OF PLATE I AT MtDMD7H OF PLATE I I I ,11--_ WALL MOUNTINg ItISULIX QN ffE-mw "010011414,%�,fi PANEL e;t� X70: _ IL41,i ,,. ALLYIERRMATIVE I NEL SCALE ve-1, /r.,�XaNsi".7 _,_� 3/8--i - , . . FLORIDA BUILDING CODE (High Velocity 104ur cone Zone) N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL z * * ,_ .: 1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � - UP it .55z. -72.0 PSF AND Up To 81-0, . 4 3 w/u/Ium, -� -o'. S ATE i_�__: "` ,,, PINE SOE - Z �M �LTE c -�o. �,, 2. '--,. �'� - ...-*,* .;gel 1= . __ -T DAME � 3m. ., "T .. .. - .1. F� (-ASI 147 (854)fift-mt 20-176 , - -�j , -,,,, N';,c � ,;�j Y� � � , , � - - I VAN, - -, . - DRNW . " HHH040- SWAIISIMMAIRE/mr: =;7% I'" I I W= . TUP I'. ;1 7 t7-- D, - 9 44i.p?�E I I ONION O.C. 't TAP OONO x fib, x -'i. CLASS r i � 11 i f ti I E. , i 1 47/8-0 J% ,._] 1- ION ` SCALE PANEL'S LENGTH GLOBAL PROTECTION PRODUCTS, LLC. NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE . • m -iiAAAN, = POURED CONCRETE - OR CONCRETE BLOCK REQUIRED .1 r- I E.O.A INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM I INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES 114' TAPCON ANCHORS - WEIGH WHERE _,�_q. T:'4 01C. a 2, A POURED CONCRE"It 4 OR CONCRETE BLOCK .z,w& REQUIRED _JIA 1 � ,__ i s I I i;� . LE j a� a i s 49 9 § ;_ v I I - � � ; 1 1 ; . - I I I_ 11 I -1, 1):;10*0 PAN ELAMITE PLUS W/ . 3/32- WIND W WASHER I 0 5 1/4' 04, � POURED OR CONCRETE BLOCK REQUIRED, A&"ouN,nNu iNsTA=QN SECTION 5A 9 REGULAR EM SCALE 3/11"-l" E �., CONCRETE SOL SIW I9 & 2D MIR ANONEM IYPE & 0110"m Tm - __ F4. ­Y-I't - SPACINO FOR 44SPILLN"'ONS INTO WOOD 'Ai'DiN FRANC auKom - k 011) a z "", I ­5 - a .Xe, .=j=4"C.w= - - - SCH R.=_ -, - -7_,7�7_ SCHEX&E INDLIM A10MR SPACING AT MULEPLYiNd SPACING ON SCHEDIAME A=ft EA Om wwcq 19cm BY TW POLL90ING FACTORS. FOR THIS OPERAT'lok TO BE POSSAILL REELM­11. I I'�T - T ----- 7 SPACIM ONTA09D us*4 FAC� SHAUL - BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_ __ MR EACH ALICHOR TYPE W IMS SCHEMUS , , - --- --- _ - I to 1_ ! F� Nww lYYOAR TOR ILD LM THAN 944CAM ON sKOWN . a , } 1/2,--- ___ As Sm"sm"Jum/cATE 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L 'Max:.._. � I __ I - v JTJaY --f 73 1 PLUS 3 W 58 SAFETY 1 'ge- *:: No. 44167 , .. r T__ �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L �:�iN __H11Tj___I_� I ,, I I , I , t, ,, ;. 1 Al I 1, ; 11 1, li,;(,� I il 11IT, 1, I Al - - T_T_ __F __ I r - I m s 0 C= C`Aj " Cp . C%J' il C'n - _r_ � ca. - C'.cc LC. = _ , 6 : �e . a 11:11 u C= _j cc G -cc -, C 3:2 03 ca.. . 5 F_ I CD m W 1;3: 0 = .5 � .!= 03 U, - N ,N,),H, "V=. - 20 GAGE GALVOWNGEED STEEL STORM PANEL "/0 '12E,10" LIECO MC. A80O.-I 61 slem - w ENINVI'm COMPA OMME' IL �11 A. Z__.- PH(WiL NiAIRIP-AMI, t.w.-O., 20-176 , ' -,'M.Z% Ow -­ ----.r- _ GLOBAL PROTECTION PRODUCTS, LLC. � FAR.: ax . - A PMEL SYSTEM I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE ACCORDANCE Wait THE BLOCK SHALL BE 1 4/4' DESIGN WIND LOADS S FINISH MATERIAL SHALL. BE PERMITTED, FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS MINED PER ASCE 7-16 Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2). IN ORDER TO A S.S% INCREASE IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ... NUFACTURER STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU ­HfF OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/ A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE- CONTACT AROUND FULL LENGTH 1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS WINDOWS WHEN R 5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6 RE-0 E_ ALL ALUMINUM SHEET METAL USED CLOSURES SHALL HAVE 3105-HI4 ALLOY. M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE RF$fIQHEMAUTt, 5001D W/ 50 ks 9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER USE OF THE ENGINEER, SHALL 10 FOR REVIEW (A) 10-MZUW-Bi2�Q BEfE. W THIS R- ESSX)NAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3 92 Pt,,;.) RECORD THAT PREPARED ff - 14* 0 9 7 //8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY' IN. ,­3000 ­:.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR STORM PANEL IN - ,O 10 & L-JhA PAN'E I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING (C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX A.1) MINIMUM EMBEDMENT OF TAP ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE � FEMALE 10 & PANELMATE PLUS. A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4' INTO ANCHORS. "00"MINI"I'"'N"A . Tl,� A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON EXISTING WALL OR AIP�? .... .. ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p' Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11 z , % - i ; .. - {a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 = = '. .*Z - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO' 2h Velocity Hurricane Zone), �/4' 0 X 7/0' (f'm-15W 01,4) ­E :j�-,- _­­ - - I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.� - If 4-' 0 PANELMATF . I DIONI, w PRODUCTS (I'­20?) P-1) _�� ..... , - - __ /20/;taxi _­ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL u� 0 I - 1�'111 �, / M 7 ... -w S.- I SITRUM F����� / ", I C.NF,� nK.,, C.� DMAtE, FL U,, , ___ .. 20-176 1 I '. � M-76.5, 10 (05A)ARS-6797 - --I.0 -- . =­1 2_1 = ­11 RvA � I .Hv . _,NEn,2, w u - I (P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO 2D2D (71A MITION) OF THE FLORIDA BUILDING CODE. HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE - MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY (AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS DETER SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B. CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED, FASTENERS INS 0. BEEN CAULK WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL. STYLE 751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm. . WHERE THE SITE CONDITIONS DEVIATE FROM THE AT STEEL CONTRACTOR'S B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW, i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL STEEL. " 2!6 "i MINIMUM 1" STRENGTH. A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. . ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO 1 'CALK-IN (N AT PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS. C HE FLOOR, No.44167 CODE (Hi CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � ­ , I - - - 11 , 1'. a a_.. _ n Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI + (3) (3) = ­0 > = -I E) 0 -+- L_ _0 a) C_ 0 2 = CU -0 0- . '- a) Cn 0 0-0-0 = L_ - .= 0 �2 3: = = 0 U- m - . Cn - Cn 0- c- I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L I I I 0 4 Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L Z Z W J ----------- - I—- __ - I I'll COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E- (SCALE 1/2-f� a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK - Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M­ - - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT, OFS�IN'Z-��AITNARM,---2591*-r.SHEETn ,524j- -2.591"1111 �-_.-_____., II��z=_=�115.196'(TOTALMOTH)-------2.250'- I I - __ _r - , R----i 4 ) - c0e,NTE ­11 M . I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn _____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO F i"KI!T - . IAK,rt U) -\-,:-----,-o �` DA-01 _p I / .��,I- iz� - __ � I,?, � ; i I I ? ! I . I -1 � -1 `eo,tel� % - I I ,I, - MAJAR, __r I 'N ! i ; � I 7 1 T I 1 1� - , - � Q1 --� , , - 11500' � I --- I N I - 1:1 - ___N ` " I 11 1 I= - I 1' I __�W_ - - I : 2.250­1 13�_T/ - 1/2- . - , - "'e"T I- I V11. AM j _1�_j � ,/ i 't 51, .2 - I U?- I: - - - __ I -6 1/4- -- I - � -----I !11_711 i i ..-,-. : __I' 1 -1.3--4" - ­ 1 350, - ! I ,I I ! , .1 � -, ,--a-.;i_ 4V - - " I i ! I I I I 1 1 i I ! � I I m I 1,�_\ I 11 � i I i I - 1�0' - , 075' I, I I I I ! ! �1� I N I 1H - �.- / 0(6 11 ; I I [ I I I ,`I, I I i ; J I � 1 I I o)Ao"nIT - \ I I i I +___4 Ir- 1 - ;i-----j_)_, 0,� I W A I � I I I ==.I. - - Typ it i i I ! I I t I ; ti� I -.- I A & - - �4rv. , I . - - - 1 1 1 I I I " - -�, 1, 4`G_ I - � _ __ I 5 � W .075* , 1i - I " I I __ �1111 -H I I � a) 1. -Soo, rf I I i �11 111. I I -I !, T_ - 1 * - i i I I I li , 1� I - , I ­_1 -%t-T­I-I ­r-�-, 60 % It- �, W IT -L' .11, , I - - . __ 11 I- I -1 --- ,-­ ; T­ � I-,--- , -- - - - 1 I I I , , I -li- ., ,� I ./ . I.- - aEoO. " 1i 2.!iW' Wilij I I � I �, -, , - - - -- ----- 1_L!, i d 11 i - - - \ I , � sm 7 .11 I -1==1.1. r - =\ ,- It , 4 / = EDGE I , ,L 2-ODO -2 !� - / I 1 2.244' I I (Do PANEL) I OWTHEOP ) imCFAER, I-, " , ,1, 1� s - . 70 i . ./ it W'. , i ., / I X Wiff Z 3. 4 1 1 t I i i� I 1 I I I l ; ; SEE Wn , , . ,,,, IF ,ITE, 41 RE i 2. A , KIM ; I i ITNi) � N - i, �g.`i 115� I ?, 1. 1;11ELO� , iRl ;;J� 1 i . - -6-0 U) I 1 I � I �-" X ' HEMMED 'Tp i �,I Is, I \ . G ASIM -553 , A �,�" RADE ED MINIMUM �_T A I , i , i i 2' ILDI � -1! � I li__� , ,;��j . ; 1 4 ; F­05 III 0 it j! ! 1i 1 1 j 1 1 1 :7 -1 ! I i , I I r,4, 1 1 l ; � ' � - I _ I I , . � i I t I T� I I-j � " At. I,& I I yHr - n,I, : I - . I i I � L � i i I , 1-11, ; � -1 T I i j I I I I RNo` * ­ -­ - j ,*­-2.470- 11 . I I ,.i i I � f,T_ ­­11- "[ _+_10 - I � i � I ,,i. I � I - - - - I - - - ' L 6 1 1 - 1 411', �_ -1 �, I I ! T-1- DOLTED V i � I I T � ; I , - !mitv \ ,� /4. I IT G-a - x ,4 , t I - -1 I , i 4, 1 1 to �ii , 71, I , ,, , ;,! 1,I - I - - _11�._ � _161 I I 1 m 14"i 11111 11 11 !- , , I i -1, ��, I - --- I I! -1.350-- L �\ , I , I , .,I I 1 1 1266" " � . 1 1 , . I I . . , I 1 1 1 1 1 1 � � I , F 1 ,1,�.%�?'_47 - ! I -0 T &!11� I .,s.vY,/b, It I il =) m ! I I � I i I i 1 i � I _j --- 1� - 1 I ­1 4. - - , I ; I I __L11_ I I ' !� 11 ­1 � -, " I - , 1 I I I ili - L Ll .1� Fek- I 1 40 % I 'L. -r- __ - > le , �1;%qOpq;.m,wi I 1 � , - ,,, I I I, I - 1 40 x -L! 1 �� 1 � 1 [ -, T 1111 - I I I 'I � I I] ­1 i " I i � , - : I -1 L , I . , I I I ,I T-id-VA'. I 1 , I 1 � , I ,I - I -- --2,17( i ,, - - -1 1, - - 1- ... I I - , (D STQRW PANE I' A"I Ir. I - 1 - I , , ,,, "- �,_ - - - FT I I T_Tj If - , �� I I T, 1 -, 1 , I I i I i i i T! i � 4 1 1 I t R i ... I ! ! , I - ,I � I i !'I � i i I 9 I , !!: i i i I 0 _� r �11 _.­- j 1 11 i I I I i i. 4 � I i a I I I 1 ? i : � THI- I 1 r I 1_ _ 1 F sowmt 1 I I � I I REMSED. "U" I i I I I I ­�_ -, " I I .L _­____ ______.._i_­..__ I I I I I 6 I I,- --I- I ­ I --�-j _- . . �� REVERSED -h- TRACK . , . . . w , � + i I r - � : __ - FELt . I _ , 1�1.11 - (.� s 9 i. � � I I i I I Mi, - I ,,, - " _. -- ,i _L 16WA� t MTwq:R!/ T � . ­ I- 4 BELOW I_- =� 1, 3, , C2 i a in I "EL's END tjrl� 11" I '� r - .;50* i- i M., POT CoNcRETE Am.1m; SM MoA . z� , - =_,_0 �"&%m- 1, - I To otAss I , .,P �-�, ScNDAI, - I �- � .=,L" � I CDL , �� I . -SOKULTE ON ww "I ron WOOD .- . , I 4 0 i Sir-, -- - � ,., rvtl L - S.- =ry MI=" ft I TO .ASS, I . L-2.N.", W/ Ho"O EDD,_ ­ _ . . � o- �, -, _.i, _` 8: . 2 - I - -1 SCE NOTE 3 (D OR (D W/ OR */O@ SEE socrom ON $HIM 25 'Munk P-s-S.- :" vV5,T 0qt:NAI,, 1 VANA;; : - f ;X*". 19 I - __ , 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _­ - I !I ! , x ,--, ,_1 - -m. __�� 1, aam �0 BE to BE NsTALUG, AT ENLH I 1 1 I ,,'N -� I ---' o"', `M" ' U) � i EVATIQH FOR S- I i I - , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1 //' '. -, ,- - - ,­'>­ io.08' - I I LAST 0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . < - ,,��-,, - TYPICAL EL 10 2Q99 SHALL - MICAL EL!RjQ I § fl /, I I - .125' / 12,5* E-Z HAN STORM MEL,, IF HTENDED TO BE INSTALLED FROM INSIDE Or ! I I ti .- i _1�_, /,.�'/ ,. �_�� �_ i * � , .4 --1 I ----I I ��, 1 MOE. or STRUCTURE- I SYSTEM -1 I I __ I I _,_� SCALE 3/32' - I* sa" 31jr - I' P I . I I 11 h, HEMMED i I - . I I I I i b � , 1 ;- , ii I -, � I : � ,� I . . V.31�� =: �x lz ,_ If-1/4- m,i,, IMP ,-I/., M. CAP I I It/ . I I � (3�1 - f I -,I ki V , - c i : I 11 ; � I ! I 'I 11 .1 :_ i 1- . IV - , -1 ag . =) i j I 11 I i! T I - .11 I k I 1 J �E i - 3 I/.. Nti� "A -j- . , , - I I . . ISOMETRIC VIEW DETAIL A \__z \__z_ \9 11--1 ; TO jor - ,,* -) 1 i _ I 1 -I 11 - I or, V.R (3) W/ OR & (2) : I \ C -0 ROUNDED CORNER 0 ENDS OF I MILAM" I . ! 16,1- / I ,_j i� % " I 1 1 t , i 1 17­�,_ - 7;Ir I/ I '� : t, -z Y - I i I - � - - , 1 '7_� (N T.S)m I t 1____�,__ - - W/�,-=,Aal - - I I I i I �,�/ - � * I I I " ,� - t' I I I/'- - w :1 , ; I f g's , Ot _� I I (D 2, 00 1 2. � _ -.--. . - END UP W1 HEM ED EDGE i I � I -- !I ___ i 123, AEQ1I.QN_"_ SEMM-L-0 T - I_�__ I 0 ­1 I SCALE AiN' - r �= 10CALE A/w - I' W. I � ,�! L_ , �-1 - , �' ' I L __ ___ _,_ ,,- I R I I I I . ; I v �I . . I t� L,.CC,.---1 (1) DEWRQ&_QE_SMM_= IL - 2 HAND STORM PANEL SYSTEM CONSxSTW OF PANEL I 1,-! 4 . =11�14. =j. - -i'll".3i * TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;: i, " I i .... =n' _T e)v,) -1 I 5* M­ _� -Nsau- BOTTOM W1 PANaMAIjS, 'i �­ I . 4 � I ;�*�, ;� L t� 1i I .-,a- , I� 1, ,00- __ � , (1) DZF_W]Tgtl_Df_SEM�_� �� I ­ _j I = , E��' (rAf 4 , "N/ v viAt; " I � , " i I C A' "--/Q- 1�,7/T 3�2 wom , "a. I - , 1 _ , _/"" 0 a) I ft 1, � ` TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S , 'A MI 1 (4, .so ED , I __ 14 W/ lfl ',WK AT PANELS I �1_iv�_ MA_� � . . / IS. Lo. - ___�_ -, - wx w I ,Y,, NU 6S �l WING I in 'W� , (&, FT A, 4 T�� =__=__j : a P. O.W*41 "J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r � . ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� , 6061-TIS tw Ima,t to) � - _,� ,,, i . Ir 0, WALL AN12 I INTING IHM, . ,Aer" W -60 U) G./ �. Y/ 3/,,2q= , MI � I/ 111�1 it 111/14*1143/4' THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2' 1 . 1 4*0- WAILI-MOUNTINIG IM, T - I- I - m TT --- 0 SCALE 3/A.1- oolikiat. I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L. I, C 0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 � 3. =nQN-24i ! 1 IS ELS DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1, I IN ONLY USED A HAL D(Le TRAC - m " L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR -r_-_ I US T 0 IT SUCH CASE MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v � f 1 PAH00% ,CING SPECS INDIC MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1 I I I 17 I TTOM TRACK WAY OCCUR PANEL LOCATION V , = ,V , ... AS I . ! I 'T ANY I / ,4) -k vF.A1,., , Imsww =� 0 I I All- V1 ,%,TWO PANEEMATES FOLLOWING NO SHOWN ON ELEVATION 1/2- z - - L OFM Ktt"�V ./46^'9 , . - 6 "I, , ,`I ", "n " ... , . � .��-�14��_ (5) m'. �-f V i I I (CA, �'m w1w. M, . w 7 . / / ,-- , , ,�� ,, , . � i I '055 (TID.) . Null""" I'M NEED - $ oj�� S,u,CN1 TwATTo BE ;­PM-ELS`(48-70E' "LEFT ,& SIDE 0, PANELI)FT-AVE I �,��\ , I 11 - .. I � A - ,� E , IT, 50* i �� ,%H10 � � . %-\ se * �:�,lI . T K ADJACENT 2 - IIA Nsi, , V% = ! RETAINED BY I Cj--­"_e) �+- M_44) : .� i 2 . z "'.. - . = I I 1 L -1 I i- I 1 :* 44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone), L_ i z *: . z FLORIDA Zone) - - L LL�� - . It f _.. N�t E i -I I 1. , I AN, - I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F, � � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z - 1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT, , , S,q . ..;t I.., -, * -- L-1 __j - ,,�., A -- z I *� - DETAIL I 0712812M 3' , C: -T D`AM,K = , -, ( " 0810 � - ...­ zi I - -,---,., 11"77-7-7--la-1 ::: 11", . ­1 ... 1-1 � .o',� sTAT OF .; Cc, --r .. GLOBAL PROTECTION PRODUCTS, LLC. "'/" wT- ii. ----- z - T STOP BAR " e " 1`1' ------\ PRODUCTS, LLC. DAn% Y., �N A4 .7- "I / JILIECO...' (2) 3'x3*(M A) ALUM, ANGLE - / 11LIEC0,7\ - _T Ir7l L1 C 0 _.. . � S. 51 Sqw SCALEI I/2' - I' I ON &W, S sntir,, 11�1111i, ,.I, . - Wit S.. 51 STREET -1,0-,, , ,KjO,1kDI;I,­ ­�� . ­ % , � ,0 , I I I LONG, NIIN I TILUT TMIW & 'NOA, .W- , =" - , , ,,�ff TKAUT IL"M & uIo.CMNO CO~ ."`W I & ENGINEERING CO.A.01 DAME, FIL =I. / , A.. - - - � / I miQNL- (VI�)M,lS-5� FAA, (D.""-"W - )SE-7646, TOL - ,_ - - , OAR .-I'm -�(=.-,­ W63 (SE4 (954)NIII-SNIT 20-176 - - Ai�.� 20-176 A. - M. 20-i76 -T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . < PAN "I-- -_--zT­_ k - I - z , 1AWMA, NL - = - ---'-7- HMID - I - 0RN*q ft� - -I Q1_00007 - CA-OM719 _4�. Lmn I . _j - - - �Z= , �.�_ I ATA pz PE _, 1 __ '1111114NIIE�,,6%lvi stA.1wAA,-ft,,IAw - AAITEA * ELY.i. P't- I I 4P, � , 1 ____ - I - -IT SEAL/SONAWRE/OATE _!�" I Im. MCI - IN zb , --i - - *4111, A- 2j liz,o- -.--.. 5--eel-k - - ]�L_ �_­ 1I4HI' 9M.t V/24 � 14'/241�SCNFDUIE *1 OR W/o @ - 0 ISCE wm 2 W-O*) 3- Max. 2724 b� V/24 1�k (sa Nazi . `� I E;..-..- man a) i II 1 A . I _,-�__ .,i-,.. .­ . -, ­_ - �__ � r -1- - . ­ . . . � . .1 - I I I . 1-1- - i - , 1 1 (INTERIOR `M`10 � i , (END PANEL) I 6- P - -- wimm O-Z (WTM* t PANEL) (EMI PANEL) J. HEMMED Der �.:. I � � � I r , i L� .1 I � �,r,L�!,, 1-1 I � - 1 Air AIL A r --,, 11p � I t ,�, 1 ;jIT ,�,. 1. { PANELS ,:._.�.: , 1 f , I S I- M TRACK E. i 1 - --'I PAWIMATE (Gyp) --,gw v SEE NOTE �-' , , ,4 1 _ ­250 , MI, ,.� M41" a," , L/2 I W I i ; ; ;Z-.K I I TO �. I � aN = �_, PANEL OPENING �`." � REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ - STRUCTURE. 2 i. ' 77 4 PANEL'S 725 i { 1.` �-- ^ . E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s OF BOTTOM. .END TAPPED Alum. ALLOY SHALL. a CONNECTED �,''[ r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�- AR E Mtn, INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO SETTED To TEA FLOOR To CE go MQUKDNG Img, BUILD-W 3d51... SECTION ARE Not CONNECTED 70 BOMM TRACK ". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE BOTTOM , CONNECTION OF PANELS TOP) AT72D tPILM IWT," Ap9A0VLS ISHALT. Ai SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE �:' 'I--- "' - Pm NINTERIOR HEARTS. THEM -' ! ' ,'!� �:..k OVERLAPS No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND. BUILDING CODE (High Velocity Hurricane C. Max. LATE: YIEV" - , \ GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �". to , , n, XMP4 I. v,-,, urt , sE./%"FiNFE,'wE WALTER A, YALE Jr. SHEET NO. SH 1.2 I 1- L! CONT. r ,=e � I 9 RE HIT � . . L1 fi� i I � ; - ,_,_ ,I 6. . ,8 ,---- , - , 4,11 _! *=- -, ____ .� � f - 1 i7 `�T,7__ . i � ,3, 1. , , " . C.D.4 I � , I I I - , 1 , " " , � I I - .. - j,. 1,1-*1lI'*11AHELMATE W/ . . /3?- THNG . WASHER (BEYOND) I -POURED CONCRETE OR CONCRETE BLOCK REQUIRED ALL MOUNTING INSTALL.AlIgh SE01ON 0 LIFE PANEL SCALE 1/6'-I" L MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.j.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH *L* SCHEDULE FOR SERIES I DOOZ212DO E-Z HANG STORM PANEL (D SYSTE IYAUD - mm I i _2Wy_.EQ2_9m`iLL_h_TAI ��­ __f_7hRU_A_5l:=_ziL MAXIMUM A.S.D . M., M � � �ANEL ARAI TO DOSING Pflt=i RA,11ING - (SEE: Excl - ,M ND11ON _ - .66.0. -75.3 To' OR LEW - 2 9/�V' - - _* I EG_ - 1,122v,. 1-31w, _____ --'-- �66.D, -75.3 70, OR Los 2 ,/I'- 11 BOLTED - - & �'w - -­ I I MWORN f4D� EKV& OF �P`Awt` & W"U`U` AT U"MLN` & - OF PANEL LENGTH i MAXIMUM A.S.D. DE51GN PREMU RATJNQ JR.I.f.) AND CORRESPONDINO MAXIMUM ANCH I SPACING SCHEDULE FOR INSIALIAMNS INTO CONCRETE & CONCRETE BLOCK STRUCTUR A - 1. ?111-samff,S_I�U_K_� I I, - - - DERAFEE, I " MAX`MU SO. DESfiGj WAMUM ANCHORS SPACING FOR E_ 0. - 3 1/2' � 1 APPLICABLE TO -_ PRESSURE RATING .AIUMVM PANEL UNGn, . L . w SECTIONS If & N,PoI j CAUK_w PANEUIATT FEMALE 0 I PANMAKFE PL,fiI . . -, _ to CoNcam — To :D�N 1 -0 WKRM Re CONCRETE 1 CONCRETE Jzx TO CONCRETE I To CONCRETE = f1m .- ---,-- � at= ��,9 . � . 12* NIA 1 12- � . ' N/,k 1 2- N/A 12, 1 N/A I' & 2- (TOP) i III ". * I IQ' I I.-- 3. '. — - 4- 1. )M) 24__ t_ 12, ----------- 1. 1 12- - 51 Il- _f__L_ 6' - _N/A __ ­W/t — ­ - __ ___ f--]-.!I-- "45.0, -75.3 ---I-- I/A _T NIA R/A - '---- --I- N/A 12 1/2' 1 IT- 2' (BOTTOM) __,______4__'__ __ 70" OR LESS _ __!/A 11 It- _L_ i:-] .7 1 1;�: A 7 ] 4 1/2* N/A � I N/A Y (TOP) T2" 1 N/A I 12' 1 N/A I 9 112" - ' - 1 N/A I a t/_1- I H/A 1 11 (W ) ___�' � - * __�/ 1 ! =12 N/A 1 12' � F A I A 1 - NZA �14' (TOP) L'', L I 12* 1 -_ 1 I.- — I B 0' 1 12- Ell] 1 I- I 12- 1 'I- 1 A- (BOTTOM) I I f/1 � I A UWTED TO Sea R,J. &So DES" PRESSURE RATING *SEE SHEET 26 FOR 04CHM TYPE A SPACING FOR INSTALLATIONS 1410 WOOD FRAME BUILDING WNIMUM ANCHOR SPA04M AND k9MMUM EDGE DISTANCE ME WDICATIED M THM SCHEDULE FOR Eo LOSE THAN LNEICAM ON SCHEDULE REDUCE ANCHOR SPA"tG BY MULTIPLYING SPACING W" ON SCHEDULE BY TK FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE REDUCED SPAQW, OBTAINED USING FACW S� NOT BE LESS TI�MII MIRMIN SPACING TROCATED FOR EACH AND" TYPE AT � ANCHORS UECENCL I I/F I 11A I/A.. I/4'. V-4,1F ANCHOR TIM I ___ -_ - , I ANkIMAIE --- ; I UPON m- PUS C,,_ a __ — W. -. ssAmAc J�.,) I a 4 - - 3 - 2 IA __ . ___ ,� Ift 3 - __ 3 - -7- _1i__ 11. ­1 '! _�4 - [Z.;;; 0- 04 ,- - -.---- 3 _ _ , 0 1 - __�_1_11­ --;--,-, AMX EA !M *011NO fACM __1________!._L�2:__._.­ ____:!�_ - -- -------- --- - ; 'Ir ----- - .... t-.-: #___f__­__ - - - :;�­___ I.. . I= . t 3,0- — 1—i±_1_:�1- _1 i I I + REQUIRES UtW, DISTAINCE BETAUN BOTTOM OF PANEL : iv., I AND (g) TO DE- �/f _ -�M V=� .. F--k 1__�, ; - ++ AWWRES U... DISTANCE BETWEEN SOITOM OF PANEL i AND (2) To w-, 3/w _j 3116- - 611 1 M., COMPONENTS FOR REGULAR, LIFE SAEETY & E-Z HANQ STORM PANEL SYSTEMS i (SCALE 1/2- I') - - ____ ---,.-------- __ - 15. 1 Z5- "TAL. WIDTH) -1 ­­ ­_ 1-1-1. I - - -...- , - - . I- - - 2�187' - . - - L � t. - f�___ � ES_ STUD _ 11 - - __ � __ - I __ ___ I 11 � 1. —3 2.5W (EFFECTNE WGRFO , - -- - - - - I � - --..--- _­ .193r . '/*--2NJ�� I I �'_ ., -- -- - 6 I/,- ciyp.�,__ - - - .I 250* : - ,750' - ,- TED � r- .374* TO ANQUE . E ,/4- , * , ­ T�2W - �laa"� r_1 066, .1 25'_1 - I I OR 0 � I fIr o.c ov _,- 1,3,50" - 1-1 113LO � I- - 1,3so - � _ IN (MAY % REIIIISMA I � I I I I �500* 1 S � � i � � -1 . i - i I' - I - I - - I ­ I I - - � I �' , i ' I I � . I I - L2501 � I I., .098" 4 " ' "Is" I. , 0.0241, MIN, TW.X - �N , I ;EMME� C I 1 IE7 ,.,�l I � C ) ; 1 GALVANIZED STEEL I ,, � ,] JB84- , EDGE A153 - TYP , 1, 2 C)G' 004". - E , i ASTM I � Sa- - L , So . I -, � I I- GRACE ,.Mv-\� - DMETAJL A C_5D wv �� I zi25' p ��­ Dff,-� -,,,,- 1 ,125� I 48, I.- � I ryp I ____,/ S, O)SI � _ � - - - - - - - -f I I I � .375, - �Typ, I 1 * EORM PANEL f -,,,.- _' - _____ - __ - 1- I_ � - 2.000 . __ I ,.Sw* DETAIL A - PANELS 94ALL BE INSTAU,ED ALWAYS - - 1,311-..- . FROM LEFT TO RICK W/ 1/2* LEG AT END AT LEFT SIDE or PANEL (�) "E' TRACK (�) mQU_xw_= 1 ", , I _`e,� �,_ TIP, Top EDGE I OF PANEL 0.02�' tmm) -�Wft S END UP "I - - I ,�, I I GALVANI�ED sna W1 HEWED EDGE >""11' _� I 1 375' ..270' _ PANEL I I ., I ' - ' */",-) , - - . I 1. I , �, �Kl ��_ , -xr _,�� - � � 1.,, _ - I I I , .1., , - - - 133*, II-270, , ,�, . � �� , - " - - - � ; � I __ - ?-e7-_1,,'___ ' I /; - � - i - - --,� e0o � �__, 0. L �,� - 71, � '�<�,, 0.625 375 .4 I " 14-I -- .5RyTi4m-0 ! i i ��/ L__ _�-_��- I 1 1 ,- , /� _� 6 25D' _--� �-- T 407' .,67,5., , � I I—- I . � �_ , I - I I - 2.561' - - - , ,,� � mimvk_ , , 1 -0.2,7001 I � f Le, i __ 100. -rz� ( OR :. f �, :� � - I - i- PANEL - 2,250' - I - \,�' ,I�) J�� t �JE_ �11 ISOMETRIC YMW_�� 11 �3. , � ,95i_ ; . d,271 � . ) - � . ROUNDED CORNER A, ENDS Of PANEL'S I - ,m,. ces, " - �_ j i END UP W/ HEMMED EDGE. I- .625, i25' � . __2�sla' -_ (4,1S) 375, r I 1 - I I I ...... .1 TYP 'BOTTOM PAU&J , . KEY HOLE WAIM I I EDGE Of PANEL ,D91, (NP-) �, � . (�) , 105-HI54 ALUM ALLOY (�) KEY HOLE AT PANE - -'-'- 1750* 072' - 'lw 067' _El' I I -11, .. -I I 211 '. -SEE SHEET 6 FOR AD __ I - �750, - -a, ,= . I i_, , I .091* I ONLY VALID , �] __E "-...S INTO i - - - '125, 1 250' 375' (�) SLEEVE 2 1/8 f I , (TYR ) 1- ,.v WOOD STRUCIVIIES __ . ... �_ -1 - MAX, L.ENEH , I Ii? ­ __ __ L-2.000 - _ 000' 3750, _ - ,%3, � I � I I - - 5' 2.000' 1 ,I 2!, 1 I - I 2�w, - ­118, �,�- _((:7::� I -,I'll -1, 'w. I __ ". -_ - , "5 Lp i UlI Y 11 I,:- , r,"! I _ t - - - - 1, MIN, To 5' M.N. __ -, - - _ O� SLEUE I" mm. . - 2.WQ"- - U. I 1 ,�4. - - - 3,000' ii. -1 0�; @ AN&E ,,,F0'Of"W,, (B .J" TRAQK 4 eANEL parm 1 3 !,­ - ,�.� �: ;s UJJAI� : ., __�oa ,p �T�4; ., L I --- �_ L ./ 4& (USE ONLY FOR f-Z HMO STORM PANEL . - __ .082, \�flffis '-.,'? 9 S'* �47o- p - '175' 'Ati, -� - ,& s SYSTEM) &W-T6 ALUM AA.LOY � , . I 40-1, -.1- "' � - I � � � � -11 I e, . , V - - " No. 441 57 '- '- FLORIDA BUILDING CODE Non High Velocity Hur lcone Zone) I'vi" __­.r I - ;:=��._- 1 1'25- ARO- .i,-� � III . f I P 1% - , , (" , '. ­M,N. a <S,F, MIN, 9 0 I = -9 I * ; Im z .2024 x"O"e. INC -_ FjK ____ 123' i�, Z 7' "'.1r, \,� I L ______�_ I_ - - , . � I -1 Deg . , , \ a - . 24 GAGE GALVANIZED STEEL STORM PANEL IFWAN` BY. , j VYP ST , L ' 1' -�� - * All 11 — - i I .050� __ - 1%, ---SEE SECTIONS __ - � .250* E�.,,*% _ - 2ow t , , t-,-- �0 .. � �II, . SAL PROTECTION PRODUCTS, LLC. ":n/w" ! MIN . GLO MTE p 4 f, 11LIECOm I �� _ . 4w S-W. 51 5IRM _� / , 30A� , ,� 1ILUff Toni, mm n. m, /�� , , "�, 1-1 - -175 (�� BUILD-01T *r (R ]WILD-90 "E" TUC @ & (�� WASHERED MUNGNUT , , , � 014 - - PMPw (�)NIW-7!HA FAX,, 4(0�)W-8191 20 .-No . TRACK ANfiLE (ZAN4AC 3 ALLOY) IWILTERIALOT01"La"I".. 1z "I'll, -.1 - 1 - __ I _ 'Loo, L'. 0 ­7 ; I SKEET 2 OF 15 . _­___-, IIASIALLAII-QN --------.--------------I WAILS FQB REGULAR PANEL (1) F INTO POURED CLACRETE OR CONCRETE DLQ�, ALTERNATE CONCRETE i _mckons LOCATION I CONCRETE ANCHORS (SEE SCHEDULE ON- - , EXISTING POURED CONCRETE- (SEE SCHEDULE ON SHEDS 9 TMMCH 10) EXISTING POURED CONCRETT OR CONCRETE BLOCK I SHEDS 2 THROUGH 10) I I OR CONCRETE BLOCK REQUIRED REQUIRED. I - 5�;, I - ­1 EXISTI=REI,).,- . 410� I , kK, _ATERNATIE LED / LOCATION - CONCRETE ANCHORS -_�'-, �, -.-..-, Co. E. I I 11 -` "' � -A�� _ �� -� - (SEE SCPIE=.-1 ;,- _,, . -, ,_ SHEDS 9 4 ,1 �2; 5 I ­ ­1 I.. I , _-, I 'I,- - ­ , '4111, % - - ��". . � �1, .�, - I , _,;�, ` 11, � _ ; _­ -1 'k 0 . - - I C - - - -_ -_ I NO, _m - � --- --- ; --I- - wawlmnx� w2, I ,1/4* , � _T_ - 1. � � , - , -, I - - """ � CONIC R `_ �F��?,","", _ _ � , '74 I I -1 I I- -�,* - - ./ - - - . �-__ , � - * -2 1/2'oIL - , __ I 1 _ I CHFAUL�40 (SEE I L 07 7 /1 io_ I - - - -- - -11 'Z� - � I � _:"-,-_-,;, - i � 0 I i (�)__ SHEETS 2 THROUGH 10) _,�,--�"','_- ,-; I I 11 .1v -2ft,* I - `oz ., , I I I I �_ I I I I i Eb, � ­­' � i - I , ,� R . I/, !, 11 ­-, � ,; I v M­ I I PANEL LENGTH DO i zv!� --,(-,) r - "I I�LLF E,P. �,` I , , . I , 4 - [ 'r. I Ir �i i'15 (SEE SCHEDULE : I ON SHEET ,I ______T_wm - I 0 � - - I IV=, I, I -T I STPAIRATION Xff,"�, Ci ) it � __ - - , ,�__ - 11 0 �y '� SI; ,0 : - AT m VAU10 - --� I 3 I Ak ,to GLASS, , I _I ON SIKETS Sm SCHEDULE 1,1,-'�� V�p , # I it V I- I =%.-, _*`� 11 * It 1 M.- To CLA f I ;,,.1 - -�S. .,,�,,-.- LE ON � L� w U . i - . , 1 A to a L ,S % ! ON SHEET 3) SPACER - A,, . I - 3 4 I , i� L I t WF, ' PANEL LENGTH - t, U � (SEE SCHED LE I I ON t SHEFEI 3) - I -SHEET 3I A4 _;� I$ =mgeL..., I ,_ f , '_ 1�( "I J,� 1, 1, M., It - ___ , , , ,,, " I ==%, PANEL LENGTH I I It (SEE SCHEDULE I j � I IV SEPARATION I � , I -1 __j i , 1 1 4 I ON SHEET 3) M09 -1 TO CLS. i M=" � 10 I � 1. I 11 I I A- I I SEE SCHEDULE � __., __ - ___ - - __ - I - - ,A, ­ - __ , /­ I_- - ----I -_ I ­­­ � - __ - I - I m ON SHEET 3) i 50% 41 'L ar I -1, , ) s(!,x I f �u OF 1, I : In , I � , I MAX, li�- - .� - �__ 77 1� w" : I I [ C1 �) � I C4 � � - I, I @ I � ., �� I I 0 SPACER : ; 1. , 10 12 i/2- DC, E.D . , �: I I ­... . I -1 --.-.., - I 050% . I f 'L ,,,, I I LIN I I .1 1. [ _Jw 11 I 1 - ,,,�,,,� I � "I n, ; -11 - �_, I 1 - ,.'-', �"_ I 4 i 6�_i____L _____ , I I I - 15 ­_ - -_� 1; - I - - �.` I .C. - k li�! -Z ---- i i __ :4:z= j I - 'HORS L CONCRETE A441 - 2i � .. , , EXISTING P REP '� -",��-:,�':,�",'�',�-����'�'-�� (SEE scii,EDULE Ow �, - � -,- - " , , I p I I 4 CONCRETE Ah"M -- I , I - (SEE SCHEDULE DN L___L� A f �-� - I CONCRETEDU I � - ­�� , ,:�,­ �`� "R �/ EDGE OF WALL OR SLAB SIMEERS 9 THROUGH 0) " " I ­ SHEETS 2 THROUGH 10) ,,�f�,,y i ,'9)Z 1/8- LONG MM, ALUMINUM REOUIRED I KT� CONNIKIN) -,- , � . - , FOR � I 1- '�V SPACLRS 0 6 1/4- OC� VALID 17. PAND, I I 11, ,�11'1"�; - �, �, I EXISTING POURED CONCRETE 'm CONCRETE BLOCK ALL DESIGN LOADS AND 'ONC EXISTING POURED , -RDE. LENGTHS PER SHUT 3 CONCRETE ANCHORS CSEE � ,," r "I , . � �,,-,- - REQUIRED. , OR CONCRETE BLOCK SPA a REOUIRED ... C I' WAX, LOW ALUMINUM CERS SHEETS 9 THROUGH 10) - __ - SGKEDULE ON Lo� __ - ,, , -1, I ,�, 12 1/2' GO. (SEE TABLE #1 ON _ I SHEETS 9 & III,) CEILING ANQj3D9RJAQWffM wwSCALE 07-IM-1 NTING WAU WOUNTINQ /AIR 4111 UNT WIVACERS 1 3/8-T' SCALE 3/8- I' i , '010110IFF1001", A-..!�J;;�� .. , i _. .. ""-. , I '. ... ,,\GEN _..'s FLORIDA BUILDING CODE (Non High Velocity H. cone Zone) z z : 0.44167 '. � - : - — ..00. � 24 CAGE GALVANIZED ". STEEL STORM PANEL E.D. - fix-F�-f2g-�CQMMN&WI!LQE-$ZCDQN5 ; ( EDGE D(STANCIE SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE l = . - - ,BNeH S,� 2 * " * :1* s I � � - i . . ;� \ /;K`N` '� -!�'-. STATE O�'i_ 1, i: -1 I I L I E C 0 ,.c. � GLOBAL PROTECTION PRODUCTS, LLC. 01V 1��_. , _ __ � I �� "LOM �� a * rocomrm.0 -We S_. $ s"w - � I?1 p tmm n. 3", 4 � � � SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, ...... I �1,0' h .1. I -,.=M I.CM- 4WH)6tF-7S15, FIX: LVIA168 20-175 " ... --------,.-- C. . N A I AN , fIFINfliftevivyi/so-Ta"TE - - i. Wj I Ow- M,, CA-mol's - - - J­ I � __ , W`LIER A TILLY 1- � F - , - 1 - _­ I- � � U�.. . I I-L]EIj. . 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M * F _- lz�l 70 GAGE GALVANIZED STEEL STORM PANEL DRAIAM, P, I - I I'm OR 2000I fm INST.LLARC. TIPE 0, , 1 - I— - !:..]�,, STA OF( I P_ -�t , 7!7� F5�,(, - \ , I / =ILL -- 0 CL SAL PROTECTION PRODUCTS, LLC.j I - , St- -�Itl-j' _ _�, - ECOINic \ I - .qzE_r2&=MSm1m of -, , , ALIMMM.101' HEAD I ER 1�,I>�, ­ - Ito ,--,- _ //_� ,,f, �T muroe; * E."EmmW � SA 3, ST._ - DAIAL, IL 31LV. f TOP & BOTTOM MOUNTWO5 Cm BE OCIOIIED IN MY .QQM= 11 I & MOM timp.-mrim , ��, � . -;4, ,/ RIt - ___`AAX`4,.,`�­ 1 �MAI �� , 13.�___ ". . L_ "-I&-*, r- I.O.Aw.741 20-176 1 *At TO SUIT ANY 1FIVULLARON. ­­ ­_ ,�, - I .400131- ECALE� lf�- . J� ­10N. ,SAWF . NOTE I "TTER Pw" -or $­ lop el,�� PL I., A,"'N, - i ._0.AuVWP_­1 *)4.rm x VILUT P,L , I 11- ADAM, " � 4 ___ - ---I;� ,.r - I -VANNA� I. - , - 1- �� I_ - � ! ��� - � � 11 ::: , 1 I � ;w =.. �- I __ - - - � I MAXIMUM A.A.D. DESIGN PR � i i.s.f.) AND CQRREI _____ Ajo,2/4 1/4 3/4 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL MILENGTH "L" SCHEDULE ONLY FOR REGULAR STORM . ANCHORS (SEE SCHEDULE ON *1�jIS. 2�/$, .3W/7 & 4W/7 PANELS IWAMATION INTO POURED CONCREM. CQN92EIE BLOCK A WOOD (f) -3 mm_.. - _ _ ___ _ __ 3* VAX I MIN, ! SHEDS 9, to &II) __ - .- ___ - - - � , - -I* WN-- 11 .._ - - I SINGLE PANELsa uNommmm "I'll 6 a -;--- a 4 — , ___ — I 61 Tvp OR BOTTOM EHO-161tL3 � IDE O.m_(�)1(5)1(�)- rT--]-- I— -,---­I---,-c-i--1-i--rT- �' �- r-7--T-7-v--7- T-1- -1 � � - ­'-7 -1 I Wflh_DAQQ__�-21," et Wffm_JdQN=_ALxA0i_m* - - -�--, --�- I I ,,,l - I ��� ­ - - . -r- - , I . � MAXIMUM PANEL LENGTH 1� L+' OR %-` (ft) 0 _., MAXIMUM A.So DESIGN CONIORM & WOOD PRESSURE INSTAUATIDNS t TWO (P� ,.I.) (. -) -L+ ]__�:_ 20.0 12'-O* f2,-0; ___rai__ ___12_7__0___ _f_1,-8_,_ �,�- r "'-T- - 0 _9_7 ___��*__ __ - - Ita' ____!mi0__ _1_0�_ - 10'_�L_ _2_0�n�i - p'-1, _-f-0 - __:!i?�_ 50.0 ___!_'_15:�_ ,f'. __L_29�_ 8,-.* __ a---G*- - ­ , ;�- 7, ___ `55.i___ __ _____ - - - -a-, -_ r __ 50.0 __ s'-3, __ _--tiT _­ - Ar_'aa , ---;;_-I-- __�e_�� - - - ____�j7 ---- -v -- ir� - ____ 2wo— _77--r- _57- _17, --- Sao 7.-2- Wl;� ­ii�o­__ ­7P:0-- - -7:57'" s;w_C____ _i7_F_ � ___fp__2__ ­ ­­ - ��_­---ri­- B - ��, :!."-- - � ­ 'o;­= _0 - IS _�L., iL __iL_RL__ -1 * -,-- - ,;i� 2�7f_ _±L._!&__ - ' _____� """ - ___!�_9_ 5--7- ___ __ 1�5_0_ 5'-d* I `#R -T-_ ._i� _S , MAXIMUM PANEL LENGTH 'L+" OR "L-" (ft.) 0 - MAxTMwxS, i DESIGN PRE75SURE RATING IR.J.) I+ ., -) - - CONCRFIE Io WOOD W�LLATKINS t - ------- Lt I- w_#* tj,-O* _,___��±___ R, 0 - 7277g-- --71-7--- r _ mo _Ttt�_e_ ­700--im- - - 5&0 ___ 10*_101 111-1. .010 9*-a* - 9,-2* _z- a F*-I' 6--7- __W__��_ 50,0 ­_ 87�_?__ _____ siv_____v-_J�_ - __,F_�___ - - Sao __ - --g7t�-- 7,_5- 1-1 __;i:D­_ - 1-i- _i;- - -,;;T-F- - - - - 'W�_ ____ __ T_i�__ -,;;_ __ __ !iL_ I 75.0 _ _____ — 7wo ,wv__ ­­ 90.0 ­___L_S_ 950 � ___ V, N, '---L--'--- -,--- y'-2 I __ - - �_ii z _1_0_ ___ p" 61-71 61-3, . — 6`_8* 6 ,-5 . _T_3�__ ___ E,-J. __.- 61-10' ,.-,. ____ 5.4. ___4 ----2D&o � , - __1 "_ " _�."-= 115.�� --f", __ - __ ::,_,_L - N.- . . I Iske _1_____ MINIMUM SEPAAATIDN TO CLASS SCHEDULE MAY[ft:T" PANEL � WIND SPEED 4 170 ,.p,h I WIND SPEED > 170 M.Rh On) UNRESTRAINED 1 RESTRAINED IVIRRESTA41NED I REST"NED . �33 TO 90 - �ao To 145 1. I " I I t/2' i 7 1/2- -4- —­L--- I * /2- i 7 112� I' -+ I: 1 " I =,, I, J I UIWIUIIU PANEL LENGTH An) FOR A GIVEN 4OUNMNO CONDITION TOP .-D, - 1. . V* 1.51X�t,5�, Ir - ! �� I K ARGUE Row -ow .r I BOTTOM .u. HEADER HEADER AMBLE TRACK I , wstc LOSURES ,,*9% - III CT 46, 32* 32' 31� . 55� I 50' f X. - - U4, I'S'XI. , STUD ANGLE___ __35F ­ - '. _32' - '. � 42' w 38* '. __ 15- _____ 'r TRACK 5 -buY Ir TRAMIX w,u q RICO ___ ______f 55 . - '. I— __ '. 142' ' 67- - __4______ m. U� -L _60'___ 60" " so� ­- I �1 32, 36. I W. . - -.-j . 56" 1 k.�), U or qJ4 I i ; 11 I I ,I I I 1. 1 1 I I i I � i i I ! i I (" �, I 1 I I , I � I � I I ; ! I 1 1 I i i i I i I I i � � I ; I i - " i � " , I I � j , , i i s I L-i., - L _, , ,�L L, A- I -_ 1, , �� I 1, 1. � J � 11 -1-1 1. . , -- -, 1-1-1­11.1-- - I- F - [' �, ' - --I - � - _- ' I ' - t I- 1 - � v , : T � 1 1 , ,�� __ b� � I,�­ -- - f-I � 1 17 - ---f- � � ; I H - � , I I I- - 1 -; t, I ;- -3 1 I � 1 1 1�p 1 I I - � I 1 1 , I i 14 � I � I I i I I � I � I ; I F � I I I '�f - I - I - - . 1 - -L 1. - - - i ;, i JUNBOLTED P NELS � : � I � ; I I I*- I BOLTED PANELS W/ /40-20.1' �. ; , 'LAP: g ; I (SEE SECTIOI S AS . . � : � I Ks. Us, BOLT W/ q ;i * FA OVER I I � E I : ; � (SEE SECTIONS AS At FILWABLE) . il I APPUCA?Lf) I : I I . ! � 1 9 i 4 I I z I � : I : , L I I L 0 I � I I ! ! 4 i I . � I I 1 1 11 I i _. I ! IL ; . i I I ! : ,; I 1 ! I � I - I � I j I . I i � . � I � I . . � I 1 ! I . ,�. I � I I !1. I � I I I, . � i I � -,, - - ; � ! � I I I I 1 � I ; I 1 1 1 I I I i I 1 ; ! : i ; i 11 ! � i , 9 % I i I I � ! ! I I � I , � � , I � I I I i t i i i i � I i r ! ! 1 1 � � I 1 1 i ! i ; f I I � I z ; 1 ; : I k � I I 1 , � I 1 t 1 1 ..ie-_ : I I I Q� _� - ` J'-- _ I I 1 I I i - I - 1 - i - 1 , I ` - 1 I - � ; - - : D.M.-( - � t - . I � - 3D. 0 I I �oi I 0 t - -IL-iE, 114, 0�1 _ _4,�j_ i I 1 4-1 41 � I iw _i -1 @ CR`q _ _ SY _MAX� --- .. - " MIN _! I __ ---. " � 1/4, 3/4, 4/5, 5/5 & 6/5 ' MIN, , L*,2/4 I W/6, 2W/6, 3W/7 & 4W/7 � - - - -- -- ANCHORS B $CHMULE ON SHEET-' I?, 10 &IQ I I ­ - - (1) ELEVATION I 2.667 . Nll$l /A- YI�, GAP (MIN. ONCRIf m7j i�IOLE WLUEYI i A A In 1/4- ----;::;:;r ::_� \--/ \-,/ I MAX. Q __ C, F N TS- C�), I') L.; MAXIMUM ALLOWABLE PANEL LENGTH FOR A GWEN SIDELINE ASA, DESIGN LOQ. ­ WX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE KS-0, DESIGN LOAD. . PROCEDURE TO DETERMINE MAXIMUM PANEL LEH7R+ OVER A POSITIVE &S.D. RESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH '!,+� PROM SCH OWN A NEWIVE AS,I). DESIGN LOAD, DIEtERMINE MAXIMUM PANEL LENGTH %-' FROM SCI FINAL MAAWUM ALLOWABLE PANEL UENGTH IS EOUAL TO RE MINWM DETERMINED PANEL I BETWEEN �L�' AND -L-', (3) SEE SCHEDULE BELOW FOR MIN. PANEL LD40TH FOR POROSITY OLIALIFICATCH, . INSTALLATIONS INTO WOOD ARE uMfRE0 TO t 95 p,�( MAY, &5LO, DESIGN PRESSURE RATING SPACER 6A) IS � 11: ; -15". . 11 - s .44167 I = * : Z_ ;TATE 0j: c---%* :: 7�1-7-_­ ��, , �',=�' VIM TAmXr %V- 1 24 GAGE GALVANIZED STEEL STORM PANEL F�, DRA" IT, I - - I % / I 11LIECOINIC. I GLOBAL PROTECTION PRODUCTS, LLC. 01/21,12"" DAICI 0� �'� , XORITIN `--,,',:�� , ". -4, ..,*',;,-,7� . ... . .. ING Cw `MX1 SAO� 51 smm IMW� n- 3ml. g -iw0'.z , - . I -)m-NMk r� "W)m-ana 20-175 � w Z,, I = 1= - I — , - levome, - _____ - -------- ------ INSTAL J � i � � : 1- , INTO )�LQOD STRUCTURES p I .1111-111,11, _1111______ _ __ ___T­1 0 - ____ - - - � 7%, � - - - I - I I ,. � __ _ _ '. I . -- " " -- I 11, 1 , 't, I I , , M� I � I I - 1 i SEPARATION I i ­7�—:-�-!)� 1 ­_ , p , , WOW ANCHORS 11 . �- - 11 I - _ _ TO CLASS. � I - f I �� - ��� -(SEE SCHEDULE on - ;�i (SEE SCHEDULE ��; I - ��I . SHEET I I) _. -,! I I � - I ,�,�. I I I : " . C�_ - ) ON SHEET 3) - , - I � � . � 1 30 ,;,�,�;�,.,?�-, I . ­ - � 11 �, . - � I I �­ _­__ - ­_­ ,A, - .1- I -*-_A (%WMRWW- - , ,. �__T— i � r - , 01B, r � I : �� , . � ) � � . � I I , , � I I — ------ `­__T__ _____ - T 19� I I '�i " . : � I I . :1� � I I _11" v .... I � : 1 _� I I I �; I " �21 I 14, - I -_ - . -I PANEL LENGTH I 1-4) =- -i wow KeApES - "I . 11. . 1 WOOD ANCHORS _ _ I ___ ,;- . ­ I 0. I-, ,_-E SCHEDULE i I _� I - - _. -----. ".."l- ,- - REQUIRED - �. - -" I . i � 11 , - 11 ON I- . I ; � , (SEE SCHEDUL1 ON f )g 116rOR . � ,/.* SHEET I 1) I I z � I ____ --- - , I PH i ; 1 1 - - � I I- I . - , � 11. � ,11 . � I , - o - - O�I�L_ - I I 7 1 1 � �i, - _tr�CER_ I t " IIIIIII"0"', I � _11/�_ __ _f I . I : � " . GTH : j ' 1 I MAIC � I . z __ ; 1 , I , . . -- ­ I - - - I WOOCRHEAD R �_ ,;, 12. , �, ED' - - _� � "I I I I 11 - � I I -1 I I � � 11 �___ / 1 2 I � ., ! ­­ - i I I- - ------- '] I hfi� _ . __ i k r, I - I rc-_- I - : - ---::) I" - , , - - - " I I I � 4 , A�� � I I . I I I ED ", ­ _i:,::- -Z � :- I �=��, I - I "j-) I I � �.� 11 I I I - � -7-7—_�,%, - __�_ . : .� ... 4 I J. : � . I I ­-.1-i-1- 1-11 I 1 ! : � I I I ,� LONG 9,UWRUM SPACEAS 0 T2 )/2- I I _@FQ,X. L'T, L'1�-- i - 7 11, � � � O.o (SEE TABLE #1 ON SHEET 11�) 11 mm. 1 ..01 . 4 11 I I I I �� , SEE NOTE -' BELOW FOR LIMITATIONS FICIR ,,, � i 11 �� I SER&RVICIN IV I I I 1/2. LONE; SLEEVES, 11 I i I v MAX. ma, � � I " � � �, - ! � - , � i�� NO GLASS. i PANEL LENGTH PANEL LENOTII f I � � I " - I-- I I - !�� I (SEE SCHEDULE I � � It I !�� it I (SEE SCHEOutr 1, � I i ? I - PANEI, KATE FEMALE to OR PANEI MATE ON rHEEI 3) I 'BEE So' ON SHEEI 31 , 11 ON SHEET 3) t- I I ' � ', - �, 1 'J��Ro,,. I - �k I , , . , PLLLs (SEE semmuAr ON sHDT it) I �� ; 1 I � - , � ti I S�s BOLTS Wo � � I - I � , I ,� 1: I I U., 11 AT . .1w_ It i I � ! SEPARATION 1'� .MIIN _� IIIIE %r - 2�,,4. WOOD - ,-- 1 I 1-01 EXISTING 4 to GLASS_ : 1 I [ � q_,1 __ GLASS I ; I CLASS (SEE SCHEDULE - -,r PLATE REQUIRED r 3) , " ON SMECT �i) I I I t 121RE2 MOUNT Wj SPACER I __ - . - I --A I I I __ - 1 1 t , . I F- , I 1 !-- 5A., SCALE 3/8. , � T 71 7 f i 4_�' I i - I 501 I 1, L 1 - -� 1 0'12 I/2" O-C. SEE TABLE #1 ON SHEET I 1 FOR MAX. PANEL LEWGTNS A, I � I OF 't I I , - � ,� I I VAX� IkSD DESIGN LOADS FOR THIS INSTALLATION I I � I - I i4 - , *�o lu%i - - I I - �_ L 4 , EII , , 71 1 - _ I - , __ 77 . i , E __ 13 ", 4 b 12 112' ar . I ­ , �__ � 1, _!? i I I , M :::�9 I - I I I n �____________ _1_­______i eo , , ivIi j I � - I . t---- - ,�vslil V I .� . I � __ - WOOD ANCHORS ! ** NOUL � r I � I P I � I - I , � � & _J. - -,-,-- _,__1 ------ I I � , I I , I STAGGERED W/ STUD �1=11__ 7 t - __ � - � I � I J�, I I S`� S4 MAY K I I/2- LOW IP I A . (SEE SCHEDULE ON � , _1_7� I � I 1� , I �____________ I I I I I I I I� ---I � . I i�� , x I I $Ha- I 1) i 0) I"S"LLATON a LMM 10 A m Frow 1"UmNos 11ITH' 151-0* t I � 7 . _(�) I I � I I � , *xm t! 1 1 wX wm aw HOW (BOS 5 A RESTRICT" FROM MY , , 2-�" i DOD --- I t , � , DAMORG HEIRIT CURPARMY 00CAYM 00 SHEET I I I� I W - L 1, � 1 � � , , PLATE REOUIRO � WOOD ANCHORS I. W EUW,aO" To GLASS iNWAM � , , �� , z 11 - � �I � _I - , , I 4", , - Z'X4' WOOD I I ; ,,, - � I I � I 'j, , WALL to on '', STAGGERM W1 STUD _� I . (SEE SrHM(,E MONWHAFFY Wa`nVydEDEW=;"U=;0rTr,0W all'V I � I , I - _t_ OLATM REQUIRED I � � ; . I � ' "I ==.A:M11zT=" 4=41"IT111111, Ox. I , � : I ; ON j AR AS I �' ' � " _ - i � I � j SHEET Il� m COMPM Wow I I � fYAS IS A RESTRICTION .4 12 I/.' 04� WAMO AaDWW 0. I 1. 11 1, I $.ED oil i j (I) WNWUM Ago RISKIN PRMM ! i I I 1 11 � � � �,], ! RAMO IS .60, -as PAAI � � 0-1 MAX 24 $MNE PANEL LENGTH 6 0MITED 10 W AT ANY WID" , - � (THIS M A 0GSTRICRON FROM UAW AAM LDW415 AUCM ON ' - I -1 � � Go WKWW srow PI W,qm s I wimix SHEET ,q I w i WALL M U INg-L-919m hwUNT � I ULL mOUwrImG i (3, STORM FAREL INITYALIATM 6 MY i ALMNAM � ZW 1 (4) � t/r LOW SPACER 001,00NEW PA WALL BE AS MUTED ON � 2 I INTO AN Extimme WOOD 1w1ME WALL I SCALE 3/8-1, . SHEET 7, INSTALLATION OF I 11Z LOW SPACER " ITS ONLY � ALIERNATIVE ILN ! VNA BIR WIND Z �T 1, 2 AND I AS DEFM= BY ON ! ; r 1 t-loss Swam AND BE 2m cm MMON) OF THE FLOAU � SMIL 3/8-1- w INSTALLATION WLID OKY MR *No ! Sutom Owl I i zledm 11 7 III 3 PER AM E I I I : 19#5� "J'"JON14% I I � m ! __­­ A" ________,________________j R. �: �jt I �4�111s, - ------, __ ...� - .. NOTESO �z , , ,Nji'­!!� ,-,- . . . FLORI A BUILDING CODE (Non High Velocity Hurricane Zone) � - !!�WIQMS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.SO. f NO, 44167 *, = C=O MAC11 m� - . . = 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE PAT,NC (p.%.') AND PANEL LENGTHS I -1 : - I - .I, TOP & SC470M MOUNTiNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - I * . ,*= '. __ 1 471/vi'Kne COMBINED IN ANY WAY TO SUIT ANY ALTERNATE ZIA-) ED =,__�. / . GLOBAL PROTECTION PRODUCTS, LLC. �- -" STAY �_�_ 1, I I , . � - ___ -'-O�- — = - - I L FE-C 106- amr. I INSTALLATION Z�� -1- - -- I , ­ ." � , - ECA" "m 51.1 51 SIAM, 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD , �omo �. Y,wr Topso . a :MMIL Ft. - . 14, _A. - ., - A= 20-175 I I .... ­ _T.= FMoIe. (m.)s&I­1"5. ,A)"o-61" - .1 I - - FAIL I, , F., MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 61 V� ��v 'r, - No - , DENSITY OF O�55 OR EQUAL, 404k EAAIr ck-exAVIR __ — � - ,_ — _ � __.!�� I -_­ _ — WALTEA,k IWr ., P4 vim a or IS I — - ______ , ", , , � I � LIM A i -to . ____ - - - _m_____ ­___________________,­____ - — - FMNERAL NQM qw!) I (C) 19 iXt.EVA-nO-.jM--SPZ�kl�,-OA)6!Y--'Z-l�-U;��,)kL, S* I 5`roe��Ila'.�!ep".,.--L�i "'... DmWUM9EN,7 (P,E,D.) 105 BEEN YERIFIV) FOR COMPLIANCE IN ACCORDANCE - 1/t-v TAPCON ANCHORS, AS MANUFACTURED RT il-W BUILDEX, INC cm_ > I LCQ CON'T -­ WOW THE 2020 Uth EDITION) OF THE FLORIDA BUILDING COOI� THIS STORM PANEL SHAILL NOT BE INSTALLED AT HIGH - # 1 4 - I Q PANELMATE FEM41 to A%D FANELMATE PLUS ANCHORS AS MANUFAC-PIRED By v "IR.01MA F)'WIL, .. .5 I VELOOTY HURRICANE ZONES (MAMP-OADE / SPAR0 COUNTIES). - 1/4�4 LAG SCREWS PER NOS .- w__9 DESIGN WIND LOADS SMALL V DETERMINED AS PER SECTION iGOO or THE ABOVE MENTIONED COOL TO- A BASIC W,WU - 7/16'o . 5/8, WOOD Busm'K. AS DISTRIBUTED By AU POINT SCREW BOLT & �PECALTY �O, C#I) , ::'. SPEED AS REOVIRED BY ME JVRISDICIION WHERE STURM PANEL OU BE NSIALLFD� AND FOR A DRIC7,Qw-'ry FACTOR I C3 M XD-0.95, USING A5CE 7-16 AND SKALL NO EIACEED THE MAXIMUM CA65.0) DESIGN PRESSURE RATINGS iNSIGATED ON SMEC7 f 1) MINI VIA THREADED PERETRABON INTO WOOD OF TAPCGN AJNCHORS SMALL BE � 1/7' AND 2� FOR. f4gaMELLMATE PLUS 3� 9 PIRO 12 & 17, 18 AND PANELMALL FEMALE ID . � = 1 IN ORDER TO VER.IRY THE ABOVE CC94TUTION, L&TTMATIF DESIGN WIND LOADS DETERMINED PER ASa 7-16 SHk_ BE FIRST 0 I= - I REMICED TO ALS O DESIGN PRESSURE RATING W MULTIPLYING THEM ITY 0 6 IN ORDER TO COM�ARE THESE W/ MO (A-5 D) rl) MINIMUM THREADED PCNFTF%AFX)1Y OF LAG SCREW, INTO THE WOOD PRA"E UNIT 5,� GE 1 1/2' NO 4WIAOM = -I cc I I DESIGN PRESSURE RATINGS INDICATED ',- SHEETS I , 2 & 17� Is. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART Or THE REQUIRED THREAom PENETRATION . I =D 10 IN ORDER TO VERIFY THAT ANCHORS ON THIS PS-0 AS TESTED ft-RE HOT OVER STRESSED, A 332 INCREASE IN ALIOW49LE . HAS C 3) WNIWU EDGE DISTANCE Of SCREWS� INTO SMALL BE INDICATED TIIIS DRAWING -11 - = STRESS FOR MNO LQAOS WAS MIT USED IN THOR ANALYSIS FASTENERS SPACING TO WOOD BEEN OCITFAMNED IN LAC; WOOD AS IN I m .cn ACI DORDANCI WITIf 1,11,5, 1,GII1 - S ANC wino RESISTANCE IIAs BEEN vmrTED IN ACCORDANCE WffH SEun[IN i609A 2 OF - - tONC CA) STORM PANEL'S �DOQUACY ran AApACT CA) kit IMUM PENETRATION OF WMD SiSHING SHALL BE 5/8' 1/4 V-20 SCREWS. USED SKAU BE 1 1/2 um ' - to -= THE ABOVE MENTIONED CODE AS PEI AMERICAN TIEST LAB OF SIBUTH FLORIDA REPORTS 10811 DI-C, AND #02VI.02-09. AS SHOULD STUCCO EXIST. ANO 1" MINIMUM FOR WALLS WITH NO STUCCO .< I !a!) ' PER GEM 12-SS & ASIM E =-02 STANON105, AND AMERICAN TESTING LAB SOUTH �LOMDA REPORT #11�3,01­0 AS PER ' - � '. , , - JR *0 , BE B 5, PER, ED I W 00 " TAS-201 AIND TAI-103 PROTOCILS, .,,I, 15 IEJ� 01111LA, , - " "'DROAN" / SECTION 1601 11, 1­ ' 5) "' CASE "'A' PRECAST SIONE, OR PRIIAST COICIII, PANELS. STUCCO , 1, IIIIAD 01, I I.' 3: _s : FLORIDA DWIDING CODE WALL, ANCHORS SHALL BE LONG ENOUCH TO PFA04 THE MAIN STRUCTURE BEHIND SU H f7ANELS. 0, CL. - � 1 ANCHOPAGE SHALL HE AS MENTIONED IN C 1). C 21 & C. 4) ,� E 2- ALL ALUMINUM EXTRUSIONS 70 M 000-16 ALLOY AND TEMPER fuutESS OTHERVSF �ILTFEO) -SEE SHM, 2 LW) ANCHORS SHALL BE INSTALLED FOIL�OMNG ALL OF IMF RECOMWENTAATION� AND SPECIF11,AVONS OF TRY XKOCA' MANKIFACTV11FIR w ' ,]! C2 . " CJ - I 1, -1 ALUMINUM -1111 METAt USED Al CLOSURES SMA" IVIVE �05-Htt ALLOY 8 PANELS WAY Ad -SO BE 4145ALLED NORtZONTALLT FOL_�OWING INSTALLATION DETAILS SHC*N ON SECTION I TJMRCA.ICH 6 (SHE t ' N , �: 4. ALL STEEL SHEET METAL PANELS S101.1 #*,E TOWTURK QUALITY STEEL, WU A-653 GRADE BC WNIMUM, G-W GALVANIZED THROUGH 5�j EXCEP! THAT HSAOCS513 &O SHALL NOT nt USED. m = . 2! SI Ef I' DESIGNATION W/YY� '42 2 �., OkFIFER ROLLED), 9 1 SMALL BE THE RESPONSIBILITY OF THE CONITRACTOR TO VERWY THE SOUNDNESS Or THE STRUCTURE WHERE SHUFFTER IS ... -, To I :p IT) INSURS ROPER ANCHORAGE THIS SHUTTIEP SMALL ONLY SE ATTACHED TO CONCRETE, SLOCK OR YWVW rRA14 AtCHM , ' COAXED PER 0) = I -L ALL SCREWS 10 BE STAINLESS SrFEL 304 OR 316 AJSf SERIES OR CORROSION RESISTANT CARBON !EITEL AS DIN EAI IL)INGS =. ITT 50016 W/ SO I,,,i YIEW 5MENGTR AND So k2� TENSILE STRUNM AND SHALL COMPLY W/ P�OFDUA EWL-LING GORE SECTION V) 2A, 1 3 3.4, 11) EACH REGULAR STORM PANE, WfYk LEW,HS OVER 90�. AS PER SECTIONS , 1, 2� 4. 5, AL "IVIATNES 1W, 3W & 4W ON � I T' I = SHEDS 4, _5, 6 & 7 RESPIECTATLY; S14ALL HAVE A LE j1B _ AND READILY VISIBLE MARKING fiNS7RUDOWC OWNER DR TENANT TO Ur cc 1 6 BOL7 TO BE A5TM A--10-1 C-LVANIZED �TEEL M AN SEA SERIES S7MLESS STEEL, WITH 36 kv� MINIMUM YIELD ,STRENGTH SECURE PANELS WITH APPLICABLE RahFoRCEMENT DURING PERIODS OF HURRICANE WARNING I a: I ANCHORS TO WALL, SMALL, HE AS FOLLOWS I I THE INSTALIA11014 CONTRACTOR IS TO SEI(IAULK ALL SHU7TLR COMPCIAENI EDGES WHICH REMAIN IN ,LINANWOUS CWT,M�I WIIH IN- BUILDING to PREVENT WIND/RM I"- OWN ( ,A) JQ_JEX�S&,I�21M - I /4-0 TAPCON ANCHORS AS MANNFACOVRED BY I T,W� PET.-aLDE 9. Wr (M;� Pc­.3 1 9.1. p..., I � 2 STURM PANEL INSTALLATION SHALL COMPLY W11w SPECS INDWATED IN IM15 ORAW06 PLUS ANY BUILDING MO ZONING REGULATIONS - 0 x 7/81 CA" -IN ANCHORM, AS MANUFACTURED BY I,WWIALI INC PROVIDED ER THE JURISDICTION VMM PERMIT IS API'LEI) TO �/4' - /4*0 , ,�/A" SGLfD-SET MCPOPS, A, DISTRIBUTED BY AU PONT SCREW. BOLT & SPECIALTY Co (w,, V­3000 P­,) I 3 ea) THIS PRODUCT VVALUAI .ION DOCUMENT (r E I) I PREPARED BY THIS E14GINEER is GENUmIc �D DOES FAC, PR-mDf IN�ORMATICN PROJECT, -E - 04-10 -AWFLMATT FD4f 0 & PANELMATE PLUS ANCHORS, A-' MANUrACrURCD BY ELCO COKSIM-P-TION PRODUCTS. FOR A SITE SPECIFIC i. WHER� SITE CONDITIONS DIEVATE FROM THE PSO - ,/4-* ZAMAC "LIN ANCHORS, AS MANUFAMRIED BY DEWALT, INC (t,J CONTRACTOR TO BE RESPONSIBLE FOR THE W-LECIION, PURCHASE AND 1 rALLATtON INCLUDING LIFE SAFFFf OF THIS PRODUCT A 1) MIKMUM EWBEDMENT or TAMON ANCHORS INTO POURED eONrRDT SHALL BE 1 3,/4*, 2' FOP ELCO PANUMAtC AND BASED ON THIS P-EJ), �RI HE/SME DOES 1401 DPAAtE FROM THE COAKNIIONS DIIIAI'm ON N:S DoCUMEN1 1% CONSTRUCTION SAFVf A' Sa IS THE CONIAMMR'S RIESPON58UTY I , �14' FOR ZAMAC AIRLIN ANCHORS, Ic� THIS PRODUCT EVALUATION DOCUMENT WILL BE MNS40ERM INVALID IF M09FIED A, 2) CAUK-N & SOUD-50 AN(CHMS, SHALL RE FUSPOOF0 7/0' W10 THE PovNED CoNwrt No Wazomm INTO . S ,TUCCC1 SHALL BE PRMr,FD. 11C 0­0 SCREWS USE2D SMALL BE 1 1/2' LONG MINIMUM SHOULD ENUCICO EXisT, (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED Ere A FIORIDA REQSTERIX -,NUNCOF 09 ARCHITI,(-, WIIIC� WILL BECOME THE AND I MINIMUM FOR WALLS WITH NO 51WCO, AND MALF BE ilEADED SCREWS UP ALL THREADED SICRLFwG WA-1 M�O, ENGINEL9 OF RUDOIRO (ED,R,) FWI THE rROJECT AND WHO WU Of RESPONSIBLE FOP. THE BUT WITH WINC NUM PROPER USE OF THE P ED ENGINEER Of RECORD, ACTING AS A MLECATED E:NGINEFR to Iw- � RED ENGINEER, SHAL'� SUBPAR 10 ,NIIE LATTER THE SITE SPECIFIC DRAWINGS FOR R.Eww A-1) IN CASE INAT PRECAST STONE- RRMAST CONCRETE PANELS, PAVERS� STUCCO OR WOOD BOARDS 9-1 FOUND ON THE EXISTING WALL OR F LOON, AWHOAS SMALL Rit LON, DFICU(TH 10 ROACH THE "M STAtUCTURE eEIUNO SUCH PANELS tv) OM5 P,LO SSAU. BEAR 7M[P DAIE AND ONIrINAL SEAL AND SICNATURE OF THE PROVESSKWAI. ANCHORAGE SHALL OF AS FAEAFPUN_�O IN At) AND IN A. 2)� ENGINEER OF RECORD THAT PREPAREr IT Is) 7Q_&?xw,f1C S&Iom, A.MAKI-Al-w-11 �wl I-, SHUTTER MANUFACTURERS LABEL SMALL BE LOCATED ON A READILY VISIBLE _N AT STORV i - 0 TAPCON ANCHORS AS 4ANUFACtURED 81 � I W BOLDEX. ING PANC-1 SHUITER IN ACCORDANCE YATH SECTION 1709 91 OF FLORIDA BUILDING CODE ONE LAW, -ION ��4- 1709 0 3 01 THE i - SHALL BE PLACED FOR VVERY OPENING LABELING TO "OMPLT WITH SEC ,4' 0 - 7/6' CALH-th ANCNCIRS� AS MANUFACTURED BY OEWALI� INC FLORIDA BUILDING CODE. - 114"0 X 3/4' SOLfO-SET ANCHORS � AS CAST-AtOUtD) BY ALL POINT SCREW, SOLT & SPECIAETY Ca I T - #I 4- 1 0 PANELMAIt FDAALEE to AND PANELMATF_ PLUS ANCHORS� AS MANUFACTURED BY ELCG r0N5TRQCRDN PROmlimM11111011", - 1/4' f 7MW NAJUN ANCHORS. AS MANI.7FACTURED BY DEWA&J. INC , v ,,,;�tp, A. Nz;��,, 0 N'� ...... � . MINiWL;M EMBEDMENT OF TAPCON ANCHORS, ELCO PANEL"TES MD Z C NILUN AFICRO4, 4 TO E , , .. a 11 AMA N­TN If '��.. ..�/ .�\,,.Elv I , - 14k � * BLOCK UNIT SHALL BE 1 I/4' . .,It 'a ** ' ' -_ FLORIDA BUILDING CODE (Ni" High Val-Ify HUT icono Z0.0) z ` . 0, . . - 10,44 67 I B — mu-, - I.,. , DIF NIT 24 GAGE GALVANIZED STEEL STORM PANEL 13.1) (IALK -IN & SOLD -SET MCHORS SHALL 81 EIABEDOF0 711r INTO �ME CONCR BLOCK U , NO Et . - - . J*iENT � - 0­20 - - LONG MINIMUM S�OIILD i 40 FX "S, * .7 1 1 __ , � _ A - STUCCO S�Lql BE PERMITTED. 1/4 SCREWS USED SHALL BE 1 1/2 _ _��__� - % 01/211. AND I' MINIMUM FOR WALLIS WITH NO IIILICCO� % . _ z �, / I GLOBAL PROTECTI ON PRODUCTS, I.I.C. STATE I I __� 1� -p'. __ .. S-0 F ; __,d` I I L E C 0 , .. - - .� _ I \ � . 11 �1 - - - Ap - _/___ � T- - A, = I= ­.= `HCRE , �__ "t PANELS. STUC`CG OR WOOD BOAR 8.3) IN CASE THAI PRECAST STONE. OR PREC, T w 1�08i . "e - Z RE 'o A M. - , '. AS' CY � SIA'A 11 A�1""_" , / ; ... _ ... " -r,L , 'INC WALL . ANCHORS SMALL BE LONG E?,IDUGI,? TO VA ST R .� 1� Vl " - PPI -1.1 �, 0)IIAYKK4-,.. ,__ 20-175 EA S REACH 14E ,IN RUCIURE BEHIND SW4 PAI4, , S, * , � 'r _ 'IY� 4Z,,�G'4 .= ANC],40RACE: SI,AU BE A -FITIONED IN B� A) 040 IN S 2) . ,� L _ — - -I --------- r--= . I- ,�! , S ME � ,F `.`A,/C. .FE/Ewt I I - --,w--- -, -!� ��� ���� �1!11 � I -;z­ - ... " �. IRA . ZZI ,,,, A ... w iv%, WALTER PC .:: , , , ZW4 W, j ­,q .�­,-�- , . m I 1. ---------------- ''I I I i INSIALLAIION DETAIL..5 FOR REQULAR PANEL _ I I INTO POURED CONCREIE OR CONCRETE MCK 3IM-T-M I I POURED CONCRETE - _I ING POURED CONCRETE p � _9511ING CONCRETE BLOCK � OPSCTONCRETE BLOCK , ;,�l -, I AtOwIRED -- Wl -,'� RE�QUIREa �,,,� ;,��_ CONCRETE ANCHORS � , �-�,,�,, -1 1� CONCAM ANCHORS , ,,, I, I _ " , " (SEE SCHEDULE ON I ,� , I , , SHEDS 9 'OOROUCH To,, 'I., __ (-2-lj __ ": - (SET SCHCDULE ON -, SHEDS 9 1HROV1114" 10) Xq;��,,��,, � - , - " (j) EXISTING POURED CDNCRm OR ... - I J , 1 " . � 4 -, I CONCRETE BLOCK I . 04 - , � ,�� 11 I'll I t- __ , I t/2' I 'I'14, � - �� - �' - F I ;;, -i'/r - 0/4* REQUIRED. __ Q6. �,-.n�, , IAM_ I �. I 11 t i 11 "N __ _w*1 , - � ,-- - I CONCRETE ANCHORS . 4;� -1 __7`­IL_ - - - --- � I E. ­ �e ; I � , " r�o -,�,"', 1, (SEE SCHEDULE ON to I - I i SHEETS - ..." --- I i I I I .. 1. �1. :Ile � I : '�'�11�_�, I I 1�`, t � U I � I � , AV', 1­, _ 1, -, : ,," �P - ­ ;1 - ...., .­1 " ", �- LL'­�;,"�_,,!�,, ­'� I , : ­- - ,,,, zl;� � _,�,","',�, : I : I COT , i'� i , 4 � I I I i � � � __, I [ r-1 -) : (-I,; I -I , r ; L � - - __ - iA­ �­ ­ IF j�,-, I I—- ` __ "I r -1 '�� __ - 10 I __1 -­ F_ - ,-. � __ -1- - I I,.--- I - __ __ - I I �� - , _�, : .-,��", �� I Eo. " _ i :_ _-_��"'i ,� . I "" 11 I I � A, . SEPARATION I F __ To CLASS. - I (1% "A FAM I I LIMB14 FAR, 1--n 4 -i , r WFIRFANEL I : (I LOMR, O,CR r-C), j .. I � ;: I �.: , ;, , ; :A,�_ _�. i I 'X (SEE SCHEDULE " I I I -L' M­ ( ,I(S f `1_,�,-,,<� �`,,"'­; I I L01-1, ON SHEET 3) 1 I I PANEL LENGTH ON I , : I ;.. RABAT 04 1 SE I s ,L* I I (SEE SCHEDUI F ; 0-4 SHEET 3) I 11 0 , q 11 'L, me. I 0 GLASS I PANEL LENGTH .� ' U... 9 PANEL LENGTH CONCRETE ANCHORS t- t I �' - ; (sm SCHEDULE LIN - 4 I a - 11 "A I ! I (S, E SCHEDULE I (SEE SCHEDULE I ON S`T_3) , ON SHem 3) ( (SEE SCHMULC I ON SHEET 3) SHEETS I) THROUGH lo� t i , C, I : it It t j 1 , 1� 1-1 -, - I - I --- � I - I Sox ExIsItiq,fi ; , 1, 11 I I EXISTING I I ,,� 1'�"`J�,9t,�`��";` � OF %, GLASS 9 I i GLASS ---I i I I "�,�.t"�'��'L"�,�-����L,��:�4", . _ . , ,� . 4 I - A IV I I. � 17, I 50% 1 0 OF 'L' I f '��- — 7 - ) i I , Er. ;%',,"�,', �, , i I � , , L_ - 1� I F: 9 �Ivi - ., 777W,7111171", -, ,',',,��!&­­,�Z_­�, �­ : ""' 1 I -�: ­, i �:; - 11-1 j "' , � .:�� �,I, I E. ri � , . . . . . I I I I � N( I I ­ ­'­5I�,`­,Ir�; , - � , i '11",��,"1�111 ��, I I I ,, ,� �% , 1:::�, ' ,",,� � " ", � , "..- ) I I . ", -, /2 ':,­ IL____L__j I "t I : I I - , t= Ea. ,�',,-,-,'� I , _ - � - ,�"[g ! I (") ,I I § ED.:", , ' ' : '�"",:_',` � C5 I � I � "'.., r: ... ., � . � � ", _,, I I `_:, , " � I I- �_W'0' MFY � 1� I I I EXiSTING POURED � -'- , CONCRETE OR _ _ C_WME BLOCK I , I V? . I a 12 1/1' 0,C. I I � . I ' ,4- CONCIIM ANCHORS :F ; _& (AS A"lUOLE), I �� . � t ��,, � - - ��,, ��,, I - ��,, o) -ADI­I "' f I � 0AMMSUMAW I 1 , 4-, ./ Nut �U� - 11, I I*i"�;: , , I REQUIRED. _ , � k , _L� I � � I - , EE SCKEOULE ON I "I., _:: �I Y (S_ -, - - - _ , I I I- I "i ,� - I� ", - � � I I . ,,,� - I' W, - , , SHEETS 9 THROUGH I(X ; W/ N OL L'I'." (==S.Q`1'1S �. I _.: I _____kTERNATE �-., I , LEG LOCATION i , - _, _ -, - �4 I I $171 ARE USED & EXISTING POURED CONCRETE % WHEN OR CONCRETE BLOCK ALI ERWIT CONCRETE- i, _RM -UMING POURED CONO ANCHORS OR CONCRETE BLOCK REQUIRED I CONCRETE ANCHORS STAGGERED W/ STU5 'W1 PANELMATIES A ,C. REQUIRED. ARE USED, (SEE SCHMU ON (SEE SCHEDULE ON SHEDS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUIL12 I LIT mQUNTING SCALE 3/16- i � lw� SCALE 3/8-l' WIMIA &§t ft, �� � 'I.". , '�­­.._ � . � . . . I . __ FLORIDA BUILDING 4�IOOE (Non High Velocity Hurricane Zone) I I ED. - EDGE DISTANCE I � M-M.-O-M : z .1 = - -, 2 . S,-$-. . �_ I), 44167 '. I * ; - - . . * i � STATE Oif - . � � - - 0111m 1`,`[00� � 24 GAGE GALVAN(UO STEEL STORM PANEL I /-- I � - I \:GLOBAL PROTECTION PRODUCTS, LLCI 11LIEC 0 im- LIM. IFY� I - `t'T" " ( I SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN OE _ '� C�;.-. . ____ --- 'et II, . ' I 0 Tl - fi.-Y, TEThmo m,_Em.Ev"d_ Go — . S.. " . AW� FILL =14 � —I,- �, SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION- "--,,^fs .,. . . . _ . _ _ . _ _ lr-> �1, -..� �'. �I,A .,� - -.--- I PMoME,. (­),­� FAIL (iI,N)".-,B- I I 111,F_ . I . . - - - - a-ZOM --I __: — - I DRWWAC . I N; - ". PX 1, &I, I . I m . � � i wEi , w R, �7�1 r-------,------ I _____ -----------.------ f INSTALLATION DETAILS FOR REGULAR PANEL (T,� INTO W90D I . I _.�,-­ -":-- ' - ,- I ' _; . 4TERNATE LEG I ,..a. I . - - __ - ___ -I- __ - -LOCATION S�t CIL - .- - BMIAdiRf --- . BEAM D , = '. I � � ED ff I ADEQUACY OF EXISTING WOOD � i . � BEAM TO BE CERTIFT BY 1. I . �. REGISTERED ENG,'NEER OR ­10 - Et -,- - � . � - - ;�q� -) I ., f I , ARCHITECT PRIOR TO SHUTTER . � I - - - . ; Afg, INSTALLATION. I - 1. . � - - tAWD ANCHORS ALTERNATE WKIOD ANCHORS - __ - . ! . I - I* mm, - , _ , 4.--- 1/4 I' HEX�� � I 1, � I � �.. , (SEE SC14EDULE ON (SEE SCHEDULE ON I w _Eo_`B`_ IANUIOA FICK IcAtElk DIF I - - . I I SKIET I I) SHEET I I) 11 - ­0�1 � � . � - 1/4� - S� - .1 - . , � ' 1/2* - ­�/�. - , _OO is;� ,� I , ,/., ­ __ I I I , I - I � MAX. WOOD HEADER - , � - 1 1/2' - , ___N - - - __ - ____ � - I _ - - 1 =":F-- - i __ __11 - - I - I I ­ - 1-1 I - , REQUIRED I , , 5=1 == r, - I I �� r, , m,,, 11 I 1 I EXI 41 i -7 , 7��' CLASS _� , i �� w �1 i , � � �, aer - ": I � WOOD ANCHORS - 2 i 14 I 1 1 i : (SEE SCHEDULE DIN 1 , 1 mh, '�� II I I � , " SHEET I 1) I , ­ . 1­1 ,.,� I I I : I � IQ. T , -T, (�_, ; �, , ' 4 1 !-- ,_ " pt,,�, , I 1 I i I , �f-�­i -4 OLASSI(src I - I I - I J ,f�k I I Lj , � 'IL SCHEDULE I , - 9 I 13N SNEET 3) ! ,, �­�-;�, � i, JIG.- SEPARpTION TO CLASS� : I ­_,_ I : I , , - =., -,:- - I"', i I V, � 11, 11 11 I I SFf SCHEDULE ON SHEET 5) ! I zz _0 I I PAN't LENGTH =__�n � 9 . Q� , � - "Ne" (SEE SCH""U, I ! E-04-rTH 1. - __ - � .... A .... "O i - ", , � . I IT PAR'&,, , " _n It 0- (SEE SCHEDULE EXISTIN!jA � I UNGTH (AIM r ON ViE7 3) 1 I 3 1 -- � -- � , F GN SMm 3) GLASS , i --I I ,,Im� � I I I . . I I11 i [._� � - -- -_ ­ -- .--- - , _�, I - - , .. I So" 11 I i I or %" i i 50% 1 i - i [ Cs OF v ,.-,) MAX. . I I ( MAX i I A : I I . I f§I i .:- - I '4�' � ; , I I 1 I . I 0 12 1/2" 0,C i 1. '. - , : . - , _1 - � .1 I1 . I I I ,/�r I I , E I Q 'I , I - - I 'Ir NO PINISHI If- I I ,4----- I ,/,-,-I- ,,,e MIAII �� I A"O'NED I I I- __ " E'. 1+_� - - . 6 I/.- o,c . t 7a - - - - _�-_--_-:_- � - ,,f .I-- K - , . , ic � � I � 1- -1 ­­ - __ - __ - , I , I I , �, I � I ­_ I . __ ­. g-xs- WOOD 2',,1* WOOD PLATE, � ,�, I I � , I �� - - , - OFCK REOUIREO REQUIRED __ -: � � � ANCHORS I I ,,, � ,-#ow WOOD ANCHORS -,-: - -,-, � --,-" � I " � I I (SEE SCHEDULE On i��_�,` I , , I I '�, I (SEE SCHEDULE ON , _ , - ,- - - I - I , , SHCET I 1) __= ��, � � -, - 1. - ­­1 . ­ I I I I I �, I SHEET 1 1) I , I �'_, f,l - �11� I -- 2' MM -- - I --- ­ - - ____"_,� ! i Uj= AND ELQOR MQUKING BUtLD-OUI M01INTING I AMENOME 3 ALTERNAIM 4 1 SCALE 3/3.1* 00.104'.11144,11, SCALE 3/8�1- . "I �/,� i 4 .��. .... . .. .. i co,NCEAf `*%, I '. / s Z -7.1 No. 4416 .. a FLORII A BUILDING CODE (Nor ! 'Loh Velocity Hurricane Zone) __QL_sEC­vQN�; . . S: I� INSTALLATION ARE ONLY VALID FOR MAX- A-S 1*� . = FOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p­f) AAD PANEL LENGTHS ii. .2m FLYTro. - 11 T D I -�. ----,w .; * � 24 GAGE GALVANIZED STEEL STORM PANEL - - STATE OF .*C,C S - r: COMBINED IN ANY WAY TO SUIT ANY AS PEP SCHEDULES ON SHEET 3 .,<,; il ­_ � % i��,� -,O __' INISTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD /21/Kdo %< .�.�6 T4. -f--,f� I I E GLOBAL PROTECTION PRODUCTS, LLC. ' ; MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC ,, ,�V*# i / 1 mm - i7sn" A WoWerntme cowFAw .w S�., b, 10� wrw DENSITY OF 0.55 OR EQUAL. ",,,NNAL,r ,� , � OA,� RL �`H- ! ,,�K 14mi - . -.,- - -4- �F, DeS,TZM­7-4& FAII: (WH)M-SNO 20-175 - M61IIIA- w -5.1-1.1 ... - CA-0017 - . I ___�� , D,LWA,4 ,I. PE sEM,-A..mE/wm WMTEP I TIM', P1 __2� L____ - - �_ - f ­W ==J18 . -4-4 (1) CD = U) -Fu (3) -` _0 > = 0 I (D 0 -`j ml L_ L_ _0 a) CL a 0 (1) 0- 0 L_ = CU -mo 0- -6) -4m— (1) (3j 0 - -7 � . m ) C =3 CU Fn Q) -0 L) Co ­0 -0 C= C= 0 -2 = a) = L_ m U c- t-_ �2 3: C', 1:,.< L_ a_ = m 0- U_ — - CU C) -4- "_ CU '2 tu C) > , :�c m Cn ! " : = (n a) _+­0 0- = 3 .< 1p _fm_j . !E 2. CU 0- 0 m -- = - � -0 . — C/) < L) .= j CIA = I= 2 .z, ;. -C= = 5 Lj �5 I Lo 4 z z m ::3 C/) (1) C= CIO I L) L. " = Ii md -4--i W (1) C_ U) m > 0 L_ 0_ 0- < 0 =3 _0 0 L_ CL (2) U) m co SHEET NO, SH 1.3 D a END CLO UR S DETAILS FORINSIALLATION IN POQRED CONCRETE, }I CONCRETEC 0 D STRQGTUJREI VALID FOR REGULAR, LIEE j SAFETY & E—Z HANG STORK PANEL T) SYSTEMS I I1. I i 31 (J$�) t �7�� OR GwCRE,E 1 �l ."CJ CONCRETE 2LO�r QR H- A - 2' a 3" a .093 J OS i OR I Y'x4' WG08 FRAME VARIES ♦ -T ' b ' AL,1M 9Oas ALLOY CORE Y RFOUIRA O SC9 ' A2f�E NtrN Ift'i e / 3fA'IfZ 1/z TAPCON a +2 O.C. - _ I` 1 Min. {/R 1., Pl7l, EO CAN CONCRETE GREIER 3 UHC M vdLwEaGONGREt !B OP 2 WQOOLLOG 3- 1X J^. 0.2 YCONCRETE SLOG Dt ANCNOR4 2 0.w}.R EOOUB'D r' � f1R2'xo' I WOAD iT+Aa- ,' 2, D (/J�{,�ice.!' l" � +el RK{ PA4Et ftEWwEo 4 DAP _ e i /� " 1� 3r i' t - I r $ _. AA+cHd I r Af 2 a • m- lfR aalE lEO LOCAFdkA A 2 x s5 :._,) ,,»a, - VARIES - • a • :. a. 0..5 Ni. .} ,1 Mm: p Z a 5 CO Sr. ANGLE VS< ei� Ad,wl OR h l M a i K! 1 ' 7 -H EN H A80 3 O5 t Sum IMC t POWNEO CONCRETE. 0d Rr7E - z. e e.-y 4+• _.. LIMO;« META. ALUN. BL±iT PLATE .: � , ^ ' A M BLOCK OR t WOOU FRAME NE , 5-Hi+ i R M . P 3 0 Ldt H t 2' 2 i 963 1" COAT. ALUM. MYILE .( T� f x- - - - "J M.. GAP \` / e 12' O:C.-3iG5-H1a 4R a0§3-Ta ALLOT W/JACKNUT fii't m- Mau I P CASE G PLAN CASE PLANS CASE A (PLANT CASE B LANI (. � �.� f SCALE t/A 1. 1' SCALE 1/4•-,` SCALE 1/4--i- SCALE ,/4"e," i _ p_ - 3 5dli-SET OR CALK -IN { d 1 - 4R E�= GANE.si+tE ^` MOORED CONCRET 15TR,O Tom AT ,')'FMAfE Al AND -:.. ¢. S -... Z ..-f ..7 CONCRETE BLOCK' TOP (i07TOM P T£ PIL Sa \ '. a 'i (yi��' OR OR ANELMA _ I X A WNCR[TC _ @ -••' """ OR 2'a+' AYWD SIDES OF OPENING SCHEDULE Qri SMEts 8. _ CttNNC'dEFE 8tOG1S OR -, ., VARIES ' 9� (MIN PANEL S' mM" �,i' a ":.+�` FPAMi + IX1VtEo As .Wi"UGa4E tQ 2 1 t 0V£RLFsP BEYONQ 2'ai wOQO FTMME - ORENHII" w9DTH) P{Ju!ffi0 S:ONCIR CONCRETE REQ,ARED R .{ t. #"Ki* . " ti. 4` BkaCX DR 2"ad" WOODFPAME. 1 .. .. y REouXtEo tl ``..,t '' 4 I" t �k, M .--.—.._..� _-,* -.�` ,.. � : .. _ 1 �,'' yam, 1.---(5J � � 4 ."t a -'(.1 W/ ANCMOREB FRONT, Ff - `v } '>. VARIES t ) IR,M {" / -- REAR R L TO '!._._-.. a' �. � f` (NEW. CUT PANEL A tygLL (NkYER CUT EANJ PANEL) . 2 . B 0. DISTANCE .1- ®-..)7vrx -, /. -,\\ � �sd �_6>sla,pNo ®J „,140....HH"J"F, CASE G (PLAN A- Piz, \,r _..� / * // a �/.�atvrur a s .`E`�.irt•(' "", SCALE 1/ 4"=T" ` / +.,___ f RWKt+Mf6 a ao^i. :`"�y� �,` EN�' ✓ y' VAID FOR DIRECT MOUNT INSTALLATION ONLY & _ F CERTIFIED PANEL INSTALLATION AT WALL W/ ' No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3f4' - : ,t it to 'c FLORIDA BUILDING COOP (Hon High Velocity Hurricane Zone G�4 � PLAN) CASE F (PLAN) %9•-,. TATE F Q z mmp i0nao' "M 24 GAGE GALVANIZED STEEL STORM PANEL r.P. aRAWH W. SCALE 1/4'-I' SCALE 1/4`cI °Fi ZORIO`1`-.•*11�i$,'- . f S'r/{ A J °- GL(}BAL PROTECTION PRODUCTS, L3 C at 2 npzp aTIL EC01Nc. . - m llrMI...yIyy p' ! 's-w. 61 Small +rr.I%'23'*7n ,,, �'�N.aa&, �WICIFAM cK� y o4Y&, n_ 3J]t4 / A".i . wct sa,-,an n. ,LOON c+t-,s.1 Pilatw� cp§4)IM-T51a, rm (W)ww-alp] 2.0- 7 75 ,. .-CA suaieetrwv as r aamMMm 4H1 rn'. w aev.uW rW DIMON, rk P.E �N.JODNAila fi,rTE. WAIm A. TROT A» "- T 1Aa ,'I. a I----.......:....,_..._._.__ jt 44ha r SMikt o W I. ...,.«..,.........._..-.-_-..__ (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) WAX. A5.4. DESIGN PRESSURE RATING (P ) MAXIMUM ORS NC MIN E.D. PER SCHEDULE BELOW RWNM1 ANCHORS SPACING FOR - iPPUCABLE TD f IMAM .MUM PANEL 1,ENG714 °L' R. ( ) MA{. A.S.O. DESIGN PRESSAW RATING Y P MNfiMUM ANCHORS SPACING P1� MAN E.D, PER SCHEDULE BELOW ApPl1CiF_£.. � SECTIONS & M]lMLes PA', LENGTH '. n. 7APG7N Sd3D-SET PANCIMATE FEMALE ID PANELMATE PLUS IATA.iC-NMUN CALK -IN I NY & TAPGON SOLID -SET PNJEi.MATE.... FE'M 41 to PANELMA7E PLUS 2,4MAC -NAIUN FALK -LN m ro 1O o Po m I TroN C'OrF THEM OF iHfM m ro DR:RETE � To 1 1%#M1&tE E m m tYAaa'EiE F Po OaJPhIEli,ici f0 COPCREIE T6a1 mAHtE COMCRETf mraA,E , 1 ±3' 3 I 3 ,. ' 3 ,3 I I}• 1Y 3 1 t' 3 3 �`� ,_ 3 1 (TOP} 1 3 t 3 i __ 1 3 13' __ 1 3 73' T} t#' tY 7 3' • t3 111 2 / (TOP) � t 13' 3 I _ I' 3 13' 1 3 13' 1' t 3 J t 13' 3 rii- 1` 3 i R{R.! 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'.� LESS : 13' 1 3" 13" 1J` I ` 3 -.- - t- 3 7 ' 3 51 2 _ 4, 3` 13" 1 3 _ - 13' 13' / T3" 1 3' #3 _-... 6 tJi^ , Y 1 ' 3 2 2 r i " J ± 3 1J .__� 6 f/'a'.6 t 3 t3 6 1 4" J § a" 13. 13` I 3 -,. __ Orb" i3' ,' , 3 A I J 6, .-._ ,` 3 1 13" Ti;--73 .._1/4. a 7fE" i3' l3" ,2 1 2"t2 J 6` 1 Y 13" - l ' )t3' 3 13 1 2 / 77 2 ±3" ,J" 13 ._....... _ - 13" __t 73" a VB' 15" lY 13' ._ - �.. 13' 73' 99 B 13' 13` ,S i' 3 6 t / H . 8` LL 13" I3 " I 3 ' ...__ 6 ,Ja' i 2 / , /Z 6 J S" - t 1 2 J it 1.2 / t t 1 2 J ___ 8 ,f<" 2 (Da'FIOM)t J tP" O ) 3 `� (GOTTOA) {717TTy ),,��, lam" - 5 {# 00} B 6ETI'FOM ) 6 ,3P (T ) -Cli�"----A 8 (d4T1 n} - IV 5° -- 7" 13" 1 9 13' t3' Is- ILO 1/2 13" 10 1/2 13' t3' 9Y Y a 7/2 I T 13` i. 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(BOTTOM) Its S•"8• f3- {7 1/2' t3' 13' 13' 70' IS' to" It" _ I A" 13' a 1/2' 3 (TOP) - —> 7 lj2'I - ..__ 3' 12 1r2 B'�e" 12 1/2' _ 6 Ile _r-r 7 8 t/a' 4 _ S2 r/2',t2 -r a $ Ij2 - i _ __-_ _,._ 4 7J2 I - �3 t/2. ` B i/a' B i/2' " 8 1/a' 3' - 3 {90TTOM) 4 hOP) EOM _ 8W-� _ a' V _- _ • B { _ 8' - _ 5 1IF t 7 /2 I. -' 4 (801TttM} ii a' I B' -'- a -'` E`/ - 1/2", - 1 7 2 - _ s i��. ) t3" 7' ?3' 1 7' 13' t3• 13' _ 73' -IS' -{--- 13" S 1/2' i® tr2' 13' ,y V2' j8 1j2' O IJ2 7 ./2 _ t=,} t/2'-7 I12' ,3^ - ;3' 8' 8 tf2` 5 (TOP) ...v. S (BOTTOM}: 13- 1/2' t3 13' 13 10" 73" i l4 ti' b _ t3' 6 1/2' _ 6 ) -_ 73" 8 1/Z" _�. tY�--7 13' 1O' 11" e' _..-.-. 13' 8 iJ2' $ (EDF'FOM) ' S' i}: i0 1r2' 13' 7' _t3' t3' 7� 7 #J"2' 5 1/Z` 13' + t/2- 7. a (OP) -- 13 1 §" 13" t 3 1 B f2 9 f 2' / 6 2 / ^- 13` - 5 1 2` / 6,J' i/4' 6 t , . `8 1/ +' 1 6 /+ - 1 L 6 / 9 Q 1 4' / a BOTt:- ( } _ i - B1 4 / _ .. - - b/ I. , 4 1 B (8Of1'"ia } I I SEE Stim 0 FOR ANONORS TYPE & SPACING FOR INSTALLATIONS INTO WDaO FRMffi 9LMI M05.. W M,NM1kA 0600R WASINGS MO MINIMUM EDGE PSTARCE ARE INDICATED ON ltfd S NMU E, FOR E U LESS TWN MORAFfit OR SCHEDULE REDUCE AN047R SPACING BY WAIIPLY94 SPACING SHOW ON "VIDU.E: 5Y THE FOLLOWING FACTM.'FOR DA.4 OPERATION ".; BE P .E, REDUCED SPACING 4ACFOR SMINIMUM SPAGMG IXDCATFJ FOR EACH ANCHOR TYPE OSAIED MilitiaHALL NOT BE LESS It" ON THIS 5cHEDULE_ t -V. l 'a fip 7/4"m Ile. i fi' I fd"A eiMM" TYPE ._T _- U"M P.M}7flMIE A" V PILVFibeAYE-.tAr 40AL1 caul-w ON" MCI" sPAC" (in-) 3 3 3 s 2 ,/2" 2 to AON WRMEM ✓ olic m 0w) 3 1n b ' b• 3... 3 1/2' -7 3 ngt'oomA.t 8apr (h 3 3 ,! 3 ,n" a 1fF 1/?". AGTIMt 1DGE 01&D'INGE (ED. FACTT3R. . n ___ _— - _.. ___ _.... _ _ t---t­i-�- __. _ 1 27 G — - r- - ohP -- . s ,n' - ,.m , oo --_ _ - s.otr . __ _ 1.W - SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T� #1 FOR VAX. A.S.D. DESIGN LOADS & IAA?:. PANEL LENGTHTWHEN SPACER Y:2' is USED. AID s 111 A AS,D, OEM LOAD .40 MAXIMUM PANEL LENM -V-S" P5F OR LESS > 40 PSF TO SO PSF 8"-2' > 50 PSF TO 50 PSF... 5'-10" A MAX. PANEL LENGTHS ARE DNA VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 96 SPACER AT 12 1/2` O.C. MAX. A.G.D. MAXIMUM ANCHORS SPACIIIG FOR ABft ED. . PER SCHEDULE BEIDYf AUCA�E - A .. MAX SO --- --- - *- -- -APP F 1 Ow MAX,AiUM ANGINAS SPACING QP M N E,D. PER SCFIEDUL£ 8E1 - s F t MAXIMUM DESIGNTO PRESSURE - $ANY PANEL LENGTH DESIGN PRESSURE d ANY PAN 7APCON SOLID -SET FEMALE ' B FEMALE PA PLUMSTE P L115 ZAAV+G-NNLM CAU(-iN FN'CDN Srb1D-5€f PANELMLATE F'ELLALE a vANEt1AA7F PLUS lAMAC-NNLtN CALK-iR RATING sd. (P ) [+3ilICNTtGI TON � E2i L' 113? RATING iv. ) a.t.00K ( n. ro tam ro OONCiO:tE - W3 {X71rlE1E TD CaNFRf.'R to CGIIOSTE' m NNOE'E , 11r ro ) to •wHrAR.TE ro CANCRCIE ce pw,on[ I TO a , CVNaA:tE - m D � .. 1 O / ' '3 O 1 ' 1/2- 13" r..' 1/2' 1 13' `8 1/2' t3' ,3' ,3•.. t t0 t 3` 1r2 tY- 9• - 8 1 t3" , ' 3 O' - a 1 2 I / - t0 7 tf2". i- 7 1 A S ! 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M.�-_. 13-_�'� " i3' ¢ 13'iQ 7/z'tt ����� t/3 _B' _ 6` 13"�__ 7" 8 (TQP) ,3" I 5 __..__`-�_ 1J' £ 13' s 6 t/2' ._. 13' 8 1/Z` I 7 ij21S °.r2' 7Y ,4 ,/2' 6 (TOpj =___.s ijh- a 1/5':fi 1J+".s rf4• - - [ - d 1✓4' Sifa'.a (ii- 6IJ<'{S tf'C`Ss 4J$"5 r,19_ _ a i. #'IB if4' E. {IW17T.'") ,FEE SHEET I FOR Micm" T„'E A wific1* Fat` i"STALUOKAS wit WOOD FRAME BUwoom- • L1N4MUM ANCHOR SPAPNG.S AND MW811AX %EM ".»DUCE. ARE ADICATED ON On SCHEDULE MR E0. Lao, THAN 1NWMA,E0 GN SCHED,nE RED10F ANC K SPACING BY MOLTIMI G L`PACING SHOWN ON SCHEDULE BY THE FOLLOWING Y'AMPS, FOR TIRS Ot RMTKtH TO RE POSSI LE. REDUCED SPACING OBTAINED USING FACTOR 5HAL NOT K LESS It,AN MRaMwIM INUCMNG LAON.t,ED FOR EACH ANCHOR i`TE ON TWO SCHEDULE 74W r4'-u !/4 i 1/+•. TPE . _IJ4 _ ____F-r - iAOgP w 3QUE _-ANCHOR NF 0.-M _,. TAAM9G/4 -- CALM-Yi MNJMUM ANCHOR SPACM (@) '. 3 3 J 2 'Ir 2 in f+MNINAIMEWF (,,, 3 a ±n' r 3'- b ,12' -,--- l - owma II.8.1 OAVe,C ALS: b ) A Iry 3 11. _-b ,J2 - 3 1/2" AC111Ai. EDGE D6DViCE (E.D,) FACTOR in -1 _ 2 I/2' ®et I pap - - - - _ - 6W6 .. 3• D,a f P'p aoTT- a4 _s1n. i# =m .11 1m - .m "°' SPACINGS- ONLY VALID WHEN SPACc'R m USED. SEE LE # I FOR MAX. A.S.D. DESLOADS & MAX, PANEL LENGTrIS WHEN SPACER Ai IS USED, IGN lwfita A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF DR LESS 6•-8` - > 40 PSF TO 50 PSF 81-2. > 50 PSF TO BO PSF 5'-10" - -_ - I - _ __JINNCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS is, It. IS &16)-- ---- .__ ____. _- - INSTALLATION QEIAIL.5 FOR LIFE SAFETY PANEL !l } R-IA/13. R-2A/13, R-3A/14, R-lB/13, R-28/13, R-36/14. 3 uAK.MAXIMUM A.5.1 DE519N MUM RATING (p.a.f.) AND CORRUMN12INQ MAXIMUM ANCHOR 1PACING INTO POURED Ct3NGRET IZ 'i�INf,'RETE BLOCK .STRUCTURES I D.W • 3 MAtc R-LAW/15R-2AW/15, R-3AW/18" R-18W/15, R-26W/15 R-38W/16. t �I-; 1 MIN. 1 _...- "-'--- "-`- --®"'1 i 7 a'! TAPCON._ _ IX/STtNG POClRED tfA"a TRPCON EX95TIMC POURED 1 a'p TAPCON .._. Vx SUNG POURED 1 4•A TAPCON EMST?NO POURED 1 ____ -- ._ _____ ..____-------- __ _.-_ ......_ __.__. _..__. _._-.-._. _._.__,. _._.__,I ____.---- -. 1 � Or � I ANCHOR O S' O 4 - CONCRETE DR ANCHOR a S 0 C CO:NCREI€ OR ANCHOR a 9 a C CONC`LT'iE OR ANCHOR ID 9 G C CONCRETE BOR LOCK / CONCRETE BLOCK ". CONCRETE BLOCK - CONCRETE BLOCK f r x, CONCt'I�1E BLQGK VALID ONLY FOR PANEL 1 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, £)N SHEETS 6 & 7 0 { f . r: _. _.._.___...__ ,. __..._. _T __.. ., ._T REOLIIREO REQUIRED. fAUE *, RECN)FRED. __..__. l i ,r j r I ,, I 1 i ' 3 I 1 �._.._. �_.,-..In =e - 'ltk-' RECURRED. a F.-1.,`1..j 1 i I i( c J 1 ' I I AP R. APPLICABLE. I I pp �.., P I i � I I : if ' F__.. r _f 11 :1f4* { r 1/2- 1/4x. F "'Fs.. 1/2, 1/4' t , f MAX- A.S.O MIAXIMUM ANCHORS SPACING FOR E.D. s AS SHOWN Eta SHEETS 6 & 7 APPLICABLE MAXIMUM MAX. AS.D, MAXIMUM ANCHORS SPACING FOR ED. AS SHOWN ON SHEETS 6 & 7 MAA7MUM ( I i t 1 1 DESIGN PANEL DESIGN PANEL I PRESSURE btu, LER6'TIX PRESSURE ALTDOW LENGTH " _: e I I I 1 _,,� g �- _ r -_ �.; ..- __.00 � �. - _. ._.) -7 RATING TAp LAG SCREW PANELMMTE PANELMATE WpOb NL15IANG ANY y,• PLATING TAPCQN LAG SCREW RANELMATE PANELtdATf WOOD DUSHTNG & N{Y `L` 1 I t i-. 1 T 1 I' I i (P.0 FEMALE W PLUS C� SINAMN THEMVO (PA.c} fi. _ '. FEMALE ID PLUS OC ATLHMEitMOfi ( ) 1 , L/2 E D* / t E.4 * I I t • F E D • f I I I ; { /4"u-2Qxt' S.S. BOLTS W,�, i L` /// /'', r ( s ' i (• "�3 i I 13` I3' 13, 13' 7Y ?W (TOP) IS' _ 13' 13" 13' 13' tN (lop) - ';; MA14 �l%J33 r, I : f.." _ /� O ) ZI (JS= FDR PANE LE GTH PANEL LENG f 1 f r .-.._ _ ._- ._ �_ ___-_ �--- .. _-l.�_ �" .. s, 1 E r... 13' l3' 73` -LL13 -.--_ 13` iW (l3Qt70M) ,3` 13' ,1/ 13' 8" :w (a0TiC11} l 7 ! _OVER 7'-S") 17 } E '1 _ I I 'F I- 1 i-` }v v •�i I' Mln.1 I' Min. I ....._ _ �___._ 11 p 1 II ii p a tj2' a i/2 0 IJ2` 6 t/2` a t/2` (TOP) B , f2"` 6 1/2` B t/2' 6 IJ2` 6 If2' OaP) _ REGULAR STORM PANEL _ REGULAR STORM PANEL _ 6'-6' 6 +40.0, -40.6 Pa•t. {.._ .___.__.s- _ -. .•-_-_...__ ..-.._ - " _ I 11 I W--$EPARATIDN-. 1 ( 11-'SEPARA71S, I ( 6 1 d` , i Y B ' 4•' eOTE." 5'-0` - - a 1/4' 72 t p 6 IJa" 2W (60Ti,') 5'-0 _ , _ (Wj DVERUP MID PANEL L%NO'IIf 80Ltj _ _ __ 1s4's-gOa+' EXIS'itkLF�J1TO GU55. !_ tfi a_ywi ,/4's-2pn 1'EXISIty,{yi TO CkA55. ifs'.-2ai'/ z / J ( ) / ' _�-- ---- 311 ` -e�#' ----- '...---- -I--•----°--? --'--------- cx�nNca° 3s aaus w%ii - NSW�tg F71:mr ll ?" SS. easwt cuss u. - ..i _. 3s. aarsw ILAI- - _. .__--_-- ----__-.._. _... ---- _.- - --'--- OR -- ---- �- --- OR I - - - - - _._--- ../Z-------- ---._. _ gg �,,,,� I 11 8' , " 9" 8' - (TOP) LESS 7` ?12' S. - 8' - W (LOP; LESS I LIFE SAFETY STORM PANEL i - • 7'-6' a +50A, -54.0 P.a,. i5.AS5 I. t 1.. _ 9 s IF - '' - AT EGA CUSS u1 - - --_. _ _ t f ' I_.: 11 °f M. :.: I Lf rw aR -- -- - -.1 - --.----I---- -FietvNes ' s (W/O OWIUP MIa PANEL LflIGP+ ! it t ! 8 8--- a 6' 3W (807TOM) x 1r2' s __ B^.._._ _ .__ 8 ___.. _.. _--- --- 3W (6 71smI .I-_ _ _ _ .. .. , _ - - - t�11 - BOLL t II I 1 ,13pH • Y I i lFJ4 , -----.--_-___ I I - 73' 1J' 13' t3" t3` OfP) is' 13• 13` IV 13' W(TOP) / --1 -. _ , .. :..__ /{T_ If !. I E I 11 u { I 1 ...._._� .___ ._.__ .__� .____--__ __ -___ .___."_ _.�_ �.__.._ _ A - I - - "ti'�,}.+'3 LSE 2'-8' MAN. PANEL. LENGTH i I %, Mm1.it 1' mw II I v MAX. 'L' MAX. _______ ._-_..ffily +45. -45 t3" 1T tY 13' f3` W (BOTTOM) >a.45. -45 73' 13' I3" !3` 13' 4W (BOTTOM) I ,: f-; _ 'I : .1. . , 1/4 e-20%i °�', - _ _ _ _ ;_ _ - , . ; _ _ ,. .. 5-..>�r :/ AT Nl MQLNITINS i1 C` F .� PANEL tENGiH ,SN, _-. i -I �• PANE. LENGTH 6 I ': PMEL LENGTH p --.} 6- PANEL LENGn, f 8 13` 13` 13' k3' 8 1/2" W (TOP) +13TO 13` , ,3" 13' tO' iW (TOP) f S.S. BOLTS Wr��ay ',. !! LESS _-_..,.n _�_-.-.-.-- �_ ____.._.__._-. _.....___ __.__..-.._e_. �._.__...._ P `y : -' A? EA. OVERLAP '` � ) Rc* I p, _;.-, tt 1:.,,,. ,-__. D (SEE If 1 (SEE j[-: -f 3r Y, -: (ON 5f ErAi7GN p ; t (SEE ELEVATION -HET 12) ELEVATION - 73' 13" i3' 13" a' SW (LOTION.) _ -13" _ 73' 13" 1S 6 ,J4___. 1W (wwroM) i I l it 1 Min. y ( ON SHEET 12) p .-1t _- ._+ (Y+ SfiEEF #2} 11 1AMin APTiON I 5 ) II ? - Off SHEET 2) .__. �, " 6- a It•--SEPRRAI,3H._« ! 9 II 1 R 17-SEP - pi { 71 !. b #f2' - 6 t/2' 6 t/2` 8 4Jz- 6 ?/2- (TOP) 6 1/2, 6 t/2- a 112" 6 ,/2' 6 1/2- 2W (TOP) _ _... ___ -..y ._ _ ,_._. .. _ -._ ...,_._ _ ,.. __ .. -... _,_ '2 �.- U f0 GLASS, I ,I,--_ ,i. , .� 0 TO siAss. p i % u _ -_,A -.__._�.. -.... y.{•- __ 1 i .6 " - _._ .-.�._ __.,.,______,.. _...-"_.--___. i £a : U N i P. _. - _: _ ,_i. 11 E i $ .-- : if: '`_'_ "`'� _ I - t� , - >5 -D. - ..-, -- .. _ Piz � z 6 -- zw (aon,. >5 -D' i t 1 � 3 1 ; " 1 2" ,_ OP 4 ,:^c` 3' 7 i 2" 7 Ill' -. SW OOP - ! . . X r.f, -...) - 4 Idz 4 5 1 j2 a / (t ) 4 -4 ' / ) 7 -5 .,,�,"_ :.. , _..-,,-_ ;. „`: r _. _.._... ---- _- �_ _ _____,._ __.-,.__ _. ___r.___,. ___ -_-_ p ,_ .. a » :. _ .- --.. , i,h� ).:. 7 # Liz 'd. x ,y,;.., I ,,,� '' ,� L/2 fr - 1 Sw tDnoM j g{ M 5 1 Z B ) Jjj -.:.. _.:. -.I. , ,. .... _ .::_... ._: ! _ <.;,. , , -.-„i .-. I 1 I 4 -1/2. 4 ,/z a 7 3w (saTm) 5 / a { _-__ __ __.._.. _ _ . . � , r e' ,_..,_,_.4__.___ '----.__....__ ._.__.................. ....._,.,-._.._ __ ��__._._... '!' >� T % i I .» . 1 S J� 1 ".,,:tilt -_ _ .. - 7a art 9 1f2 1z' t2" a' avI (TOP) 13 t2 tl 13 5 t/z 4W (7cP) +. .,,. } '( _ h is i $' ._. T i �` & r,' { ,``;J 1 t v3' ,3 13 73 6 if2 4W (LattoM) 33 i3 tJ T3 SO 4W (LOTFOM} �- . ` (7 { _. ,._ y- 8' E.D, f, I t - i.D 9 g E.b. 1 B E L$CAI7ON a LIFE SAFETY _-_.j_ ' , _0J ,'< + T 1 FD. DESIGN LOADSANEL l.f.NGTHS WHEN SPACER t5 "SEE TABLE 1 FOR NAY.. AS.O. DESIGN LOADS &MAX. PANEL LENGTHS WHEfd SPACER i5 } �„ I I �� I r''�" i , i .a ) an 1fY '+` I alx lfF'OL'. +: i s I. ..._ _. I t 0- I i 1 SEE .ABLE # DR MAX-A(AX. A. D & MAX.MUL d.M,. C, 1" PANEL. BOTTOM CORNERS �,, O '� - USED, CORRESPONOING ONLY TO ALTERNATE 2W ON SHEET 6 USED. CC}RiYE�.-PONiDING ONLY TO ALTERNATE 2W' ON SNEE7 6 jjjjjj... !Vx 1 M .-.-._ .,.._ _ 1 ¢( . - _ - _ _._.,..-.-,.___., .---_._..1 _. ... _ . - , ....__O,•ERIAP_: ._IIVERUIP..: E 1 ( I t I 4_ ct���MFr��''��''pp���r�pp 3/d -__.., t. _." 1 _ __ _. .__.. EQ, 1 YS. r+mt,(yE�/A.p Ms. Eq "":(5 /+h5' Ms. OI WING NUT AT 5epTERI�CEE ____.WING NUT AT � ! ^" � _ f..{{ � �x ,�js`o.c. e�ia wj1'oc. LE., PANEL -.: RIGHT PANEL 3" MAX: 'I' INSTALLATIONS ONLY VAUD FOR WIND - -. 3� f TABLE �N1 A i' MIN. R-to/13, R-2A/13, R-3A/14, R-18/13, R-28/11 R-38/14, i' MIN SPEED uP TO 170 m.p:n. )' 3 - -(< ,1 .'�' _;;(r II R-tAWftS, R-2AWj15, R-3AW/10. R-i8Wf15, R-28Wfi5, R-38W/16.' 1/4^e iAa'CON 1/4'a TAbGON 2r4'a TAi�ON _;_-i/4'o TAPCON MAXILEHA PAHEi ANCHOR a 8' O.0 ANCHOR a 9' OC. ANC44OR O S' O.0 ANCHOR a 9" OC A.S.D. DESIGN LOAD LENGTH ; r _____ __ANCHORS (SEE SECTIONS & A TFJINAI VE5 SHEETS i3, to 5 &18)- iJI _ .-_..-_ __ --. ,/+ MR%. GAP EXL571NG POURED CONCRETE OR EXISTING POURED CONCRETE DR _-EXISTING POURED CONCRETE OR FJi671T K: POURED CONCRETE OR 40 PSF OR LESS 6'-6` LIFE SAFET�S�0RM PANEL Ll) ELEVATION (t)-cDNraEtE BLOCK RE,7,iIP.ED. CONCR�'E LLecK 1tEDLUP.ED_ - oNr.RerE ewcx REQUIRED C(iNCRFTf L7.ax REQURED. I SCALE i/a -t SECTION R-iA S CTiON �-t6 ��jjQ CTSE ON R-29 > 40 PSF TO 50 PSF 5'-2` I Q REcu AR z 667' REGULAR Q_ ISiJarL PANELS L3FE SAFETY PANEL O EGULAR PANELS O LIFE SAFETY PANEL > 50 PSF TO 80 PSF 5'-i 0' I STORM PANEL (uN OYEiAAP 1 vAEX.E VALLEY) :e,:,.�t �„ c 1An. - '0401041 R=k"r3 STORM PAN ��p i 4 a WILL b1OUNTINGS141I.Id4�INTlNGS i# MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS if4" i,r •'k"- t., ., - E'- . P .,.••'.. C/,.4 - sCAc£ 3/9=1" �tltYNf1144AINNiIa„' SEE 3/s-t" Wf PANEL MATE ALE 10 OR PANEL MATE PLUS MAX, dAP QVER,A :'• \ 4. A a T i ",. ANCHORS & Wf B�SwaLjFlliAil,MicNA 1f2' O.C. _- \„'�`'--'----._._.:__.-''s;..",."'= - _=__-. _.,:. "=`___ _ _____ ____ __ _ -w- s -" 1"`==___-,..:1' �' - _ tf4w ":, '`: t /) ,!I,, > �A A Tl(( _ _ _ __ _- Y� M * ; rfai `- : SEE aMEEts a5 a 16 FOR MxN s ANUYWR Tl1K _ __ _ �gCEIUS, "•, yy , „ '11 % 1 -' . 'u: TYPE & SPACING FOR INVALINOONS INTO N*00A_... "" .�_._-________.�_.... , y S" iv EN ^.' A'"¢ (%.. 1 LIFE SAFETY PANEL 1'0'* = " F WAONK(s_ 3 NO.441 t , : y1 S _ F�ORlOA BUlLDiN6 _CODE IVGn HI h Valocf HMrrlcona Zone a. • . It FLORIDA BUILDING CODE Han High Velocity Hurf!cone Zone I uwmuu A SPAcimm 04 MwXAUM wmvm A CHM #4 � * 67 FLORIDA BUILDING CODE Non High VelocityHurrtcons 3 _ I 4a2Wp ----- wC YY. ..tA( ,'Q• n2ptP r,LlEGo. F:P, EQOE D6TANC€ ARE INtAG4TED OH THIS eSafdAViWXPpi + ( ) 3 C . tk•'- e262a tETtto. +Nc F N 44167 ;iT 24 GAGE GALVANIZED STEEL STORM PANEL L0.WN WY: -, tr dA)gl. "�,�, 24 GAGE GALVANIZED STEEL STORM PANEL SCHG91Aa-- FOR La. LESSTHAN WMAIM +-----••---- ---.-. " r' 24 GAGE GALVANIZED STEEL STORM PANEL EX T ERI.YGL lf' .. <aA'4' .' - _ DAMIN sr: OH SCtEDULE REDLINE ANCHOR SPACING �FTMcr temt t, . epea tl�t a "'�' , STATE DF "�',� r awW *'. # T - - .-._�'"""�"`®°"-.....�: - SIJ�/2IM9 . a�'f A,, k �j� .r,....,.. ,,%-_ .'"'�w".�..v pTJY]J rtp er MULTIPLYING SPACING SNOW, ON ADNE am Dll M F(DR " a / 07/27 S a'••, .ATE OF -~- _._- I�I. E C G TXIc. GLOBAL PROTECTION PRDDUDTSX LLC.. wlE: �1 it' ..1 1. IKe. GLOBAL PROTECTION PRODUCTS, LLC. D,IE. .e aY AF FauaR�NG FAcroas t ��.. E i ttac P - _ Imp s.x. a, 5 ¢ SECTION A —A / _ TFsnNa a COMPANY - tim. 5, STREET R�£$�ED ��EasE Poss9u, ;f2 _ _ °" �Sf jNAt ?� /'_ � � GLOBAL PROTECTION 51 PRO LLC. p P f IWT NG & VeRNMONG COMPANY � TKUT TESTING! ENt-link AG CONPANY ��F ORtz•,\�r�/° /Y"' t a.•. • r. s, bm Tor awoc n IM,a - as',W, rL .vs,a 20_175 tF• (�/�• `C•`2 20"•175 a vAo-To* SHAD NOT BE LESS TAM .__- - _ -' - -__ - -- n -ti ass ,,, FS • ` ., , ... • 4 �Z'D , t 1 «.. ant a, -,a Iw1q,.E tes4jgp-]Sa, rug, m4)IRe-61vs scVi 1 /4" 1 ` f / LD I= . }fat 4>I-,ate . WW. ua, N. a4 �, wRwl+a.+IGIA n s,r _ II tHtltnln .x w. a ma ,.w. nv�Ga. n .vlee 20_ S - I .•.sac 9„eierren I xc / f 1s1, aM s INTONE: (pS,)6pa-a �F�: lS54 7 pRA11RVG xa: 2 3J2 _ C y�pK„ M ¢Gwt >'°' LsA m-raH wroNE loss pat-ts8f. Talc (9se • ,-,,.c or«>a +mom, 7 Rt'll M 58A&isli ,NDkAffO fl7R EACH Ssm i Nm.. (.,m m Sw as r } Luce. 8]p] P.E SEuf&ttNAFURfj1MIE waa,u Lae NrIraAlrl tUl�/OAiE ('A_o�6Tlp tpr aeiss awa aa.. mr en U-{37?4 eevrtw rR wr ANCIQR 'YPE 04d TMIS. Si91LUulL -. _-... ____. G-OWB]Ip III ... lt�}yO.�A � waFOR A RMA I.M. I h+.1 PE , m n-w a oHEET 11 Da L. - P.E. &EWSONATOP"_/D47[ WdLTR A lf;tlt Ni RE r 0.i n-,4 ' 9 l't 12 a to [ 3 1J2- �- - WILD t � 4n' 6]F , ad ,1-,q M ; SHEET 1I oC LC* 7 N 1» O. L rE J=0 »3 Y 01 G G i Q � cc •3 g v w 0 c a i E 3 O w 2 -I--W N N U) ­0 Cu N -6-A U -0 N L- C. O L- C .— m U -0 (1) CL a) N C N � -0 L- Cp U O -0 • - Fn _a 0 c- C L 0 //'���� �V O Q eFi L,- O /'�� \V • - - // /)� VJ L O ^1 W �i C�'T{'J� ♦V L- 0L = L� �W ­­­— - -- -- ---- ------- -- ------, --- ---------------- INSTALLATION_ QUAILS_ FOR LIFE SAFETY PANELC1i IN I FORF 1, I_N_STALLATC.Q�1 DETAILS FOR IEEE SAFETY PANEL 1, 11+1TO POpRED QNCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOL? STRUCTURES i TNT m,�f040a 51RUCTURES .E _ 1-- . - -, - - r. p 1 J4'm 7APCON, - EXISTNG Ptlt1RER 1 f+V TAF°0flN` _-E,yX15nNO POURER '_-""""-1 _ -'-"'{ ,., 7�w.{-� -."�I .`...-...._..- ( � . - t „�..-,,.,",I� i}. v. # ------,--] , ANCHOR a 9' D.C. `L`ONCREM OR ANCHOR ID D' O.C- _ IX)NCREFE OR ! _WOOD Hl!'DETN I -_. -4w ._ _ W40O kEAAER i:'i y ..-., IS.I _ ._Yk:Kitt NEADER _ _ WOOD NEPDER t i'? R "•E - H 1/r:,i. CONCRETE BLOCK g';'. CONCRETE BLOCK 1 :-� - REWWED - - 1 REQUIRED _ R£G.i:REG I .kEWIRED - _ 1�OD ,tE+Of „. WINO EADER y, REOUIRCO_ +r. ; REOINRED T- III I REQUIRED REQUIRED I Cn }/ s'$: r.. 1. ,. i/YIN TAPCaN 1/a'4 T1wcoN , `, , 4'A ;APcuI 114-0 TAPcav - „ .. _(7 , --") t _ { * ANCHOR O 9' O.C. i _ __ CMOR O 9' OC. {'.I -' -ANCHOR O S" O.0 1 - INOHO4 ID 9' O.C. _ S'0 rAPCON "' - _ -�4's 7APCON I �/ {I- L � i T. ) j I ! �`Ii u+cHGR a S. Q.c. ) anc a 9' o.c - /z• j ! i ! l�J - i tom' /� 1(D a) 1 1,2 'il :,, J I ,' .fi IJ2 iJI ) `, i/Z' m"He 1/z' , 2' a-1 j _. 7 Z / I jf. ED :;�E ( E.C.W y 1 / �' - )M4%. - .' 7AA%. _. it/4 / 11j4X 1 ' t i/2"' ., ji" } ,rz' , I,/4• I 11I . -,. f._py. , ",. . I ,2' .,i _ { ;:. i 2'' •,-. I r 3' `1 MAX.. _..¢ ',p ----_ --i i ilk 7 --__. _. .,t MA%__.._- ..__ ,- l --) `," ;... i : M,A. t { ;I M7,,. , M(n '1 I I I.1 I _ 2 ", _ I_(�j ;� I 1co 8 I R--SE ARA,TION-.+. I E .-a sS i 1 -1 I " i t I 1 I I I±64ro-zwl' S TO GLASS /+ a VlGt G i .. is W - W.. A , R ! A I 1 !1[r6-,t-�i I 3 ! I .1, g 'a , g@ Ifi"4-,,9e1" , iq#L., tl4•Y-2D,1' I R. S_.I I �# } �.>i . 11 I_ .y j } rr _ W " :1 ate. R ^ , 1 H i, 4's-2Aei, p . _ i,_."' t .LOLL A.s mass W I vN"s-'ba+.1• ,I ,Vt, ffi -6s. ,.Tsw H I �,;:J 11 I ""..r # I ,Fr8711 am r-a'} EXlSE EX+SR � - A 6w.tp W 9 ..-....{f �� e 7 i EX1S?§F,qG;•,,{ I 1 4Y-2a1" --._:. _. x� . aaers N t I a ... .`.,` !` AT £A „ A -: .I ,t AI iA. II I p 7fa"A-,d>t,ARRt'45' +fErs.k t I S-G•.A L/ 0 E•Xd+`.�tiE1 1 4.s. ICLTS w , U I ( u ", _ �. Y 1•yX, 7 OLA5S 9 1 , cUSS O _ ; M EA oA]IAPF EX15?'+N§ A I GCASS to A I fffii A5 to IyH B cV3$ q 5.5. BDTS Y t A - - `d I Fh O II I 1 k i n I : n- `::-�- 4 : { (1�. r aASL ,LASS ^Mi 3 : I - n x .. . .. asE roR sY+90- OUL55'-I! I _., n ra EA. A 1 11 i g L ,I. t 'L" MAx. n t roew rAp7f r-G7 R 1 f, : g ,: f - .p r - (�L' nw weFl. Gk fiw 11 I B PAMFi. LENGTH a .... i - ; a" PANEL iENOH1 fi { B (,. 1 9,' MAX li •,, ! -, g It ( 1 1` MJX. II # I I J. i ! U 1 dtlPCN1 G4fa r--0'? n i_ _SSS k M - L.... ExiB1iN^ A , 9§p}1 QERr,-57 I it - I -.) U. - 6 _ - _ _ B P.aNk1 t.°NOtii If c_ I _... _.. _T i" Na:. a -'i�• .... ;._, e PANEL LEMOIN p I I i 1 MAX --=-vA'A" - i p {SEE EIiVAT1ON a - 1 R (SEE CLEVAT70N _ _ p fl i 1 1 ON SHEET 12) u _ 1 _) R_ q. _ ._. , ,Y 8' (SEE EILVATILIN R _ , ::__d ; S£F -VAT 9 ELEVATION "` {SEE Ei.EVA71aN Mtin ( ON 'SHEET !2) B ---� .i___ .1 R , (Ii•-SEPARATIDn�_-1 J A - I t n G' I „� PAN LENGTH ,I r-. I N PANEL LENGTH p SE t MAx Hai- 1 SEE GENUin E 4 QN SHEET 12) I ON SN[2T 72 i I PANE1 LENGTH _- _ I(SEE ELfVAtasN 0 1 - . f ELE+ +-_ 3 p i (SEE Ei.t /AflON D 1 s 7l TO GLASS. ,._X T - T - f 1 I F i ON SHEET 12 B I I 'f:- - oN $HE€t' 1<7 8 I ON SHE 12) CL !! I 1 .I, - --,-.- .- . - -- - 1! E I ON SHEET 12} a , G p I } p �_ I -- -- _ LOxO1 -- I 1 1 I' Min. G ,T _ .s" _ _ _ 7 __ .._._ _ r I U) i) 1. A - i N `a.,n - _ p 1 `_j "% -; --1 a ]I I 6 , i "- i :.\ 2 _L I r.. U R t Yn i p two- CLASS. I IF 1" M(n. i i T_ 1 r , I .• 1 i Lj y "r- I ` j "i il--SEPARATiO?N. _. ". I '\J II-- - -- j$ `:,J i f,S - IT ,• Min. I [` t -' N EPARATtOtt-_.-i I i+'� if . - : -, . �, .-l✓ 4 , i {' \�� R To GLASS i LJ2 scPARADON-. -I :: I t ( 17 1' Min I '`, �� A TO QLASs. 1 y I p--- TO GLASS 1 E If—% G1AS5. I -t..1 I f { 1) 1 1 F 6' --L� L--) a [" a' '---t F= j A ?o GLA55- , _ _. ice' a" u I _.f i`-._,-iEPAfiArgN \.,t a I ( _ ". + I I ! I 1�`�� is i IJ2 p I `} I i { C Gtn55. EXISTING POURED E D " I 1 120STNG POURED- ' "* I p , : 1 1 " � t' - "^' ,.-.-J _ p 8 j "` I L/2 e-^ i 6' CONCRETE OR I +.Tr, CONCRETE OR : I -. - _ I +. .' I e n tit' i f e 12 1/2' { I � �{" , l -�1 _ _ !>i ¢; ( _L C4 W =3 CONCRETE @LOCK T - _ CONCRETE BLOCk _ ! `L7' EQ _ Ot EO 1-• ._..' ;T at, g , j•.` _.t_�_ ( _.._ - I { - .•,1. ' ) REQUIRED. , :; ' ?" I #n 52 tlt GC REQUIRED. -r. ' (et1tY+D) , . 1 _. - • .,g .. t - t} _ y ! I ) I ! _. t I,}-- _ ' _ _. - A E ,3 t i/s` 7,,r'r- r jI� nw I _.. _-___- EQ. + 1 i ...irIx Vl oc ;-'P I oss Olt cc j(IiP I 1 I i I EO §"l f , ... EQ , I _. -_- t _ • ---i 'SS. NE3. F Ms EQ _' `_ i j... - I 53Ll�`" -.. - ._._. _.. __. _. - I .'I^n^--•- -'1 - ± i B81.Y8 W 1 n7 .- . ?,,,"` ! I ` :L-. I 1 _ . -. t ED, __. _Y - 1 ', �_. ) ,• �,) 2'..a"Wal7D 's.rrtx Ns --. t ._._._._- '� ; , l /-* i ' I /"�, .`1" a 12 , i' o.c. I 1/2' �4"i". 4° yO i ., ( I r, �, ) 1 ..� :'{ �'ti./ PLAT€ �a Afa4 w'i i { t f,. . �, I. , 1 , �d .4« REQUIRED '., . I ;' a..c. 2'14" WOQP_. ., 2'X4' WC©G :. ". . x�2.Fi.£6I-,.-+.. If#'4 PANELMATE PINS. _. - lri"i VAN£LMATE N".;,u: jj } - - ,.. , t..l . ... 4 d TAPCON i1 ;r_ '. R, I TNf'CQN -, e' _ 1 3"ss"'p7F{tTp. I , �a + I r���,y.�^� _4's TAPCC1fd ! PI ATE -".' Ip, . P1hiE ANCNQB. $' 12 IJZ C:C. ANCHOR (BEYOND) - 7C.WKMa7lrs"•S"•a .: ,,, 'ANCHOR a 9 o.G. , s PNCNOR 9 D' tl.G. .:N. I 1�.. ( ANCHOR a 9" O.G PLA'SE :T(.-.. ; .: RE I .' REQUIRED -:. : i !,: 57AOCERLD W/ SKID I :..' ! REO1)EO _ '1 : .' ,.A ... }s 4 W TAPOON OU RED {{ 1 4'6 PAN£YMAiE PLUS " Orb"P PANFLMA7E PLUS , _ a I.. I 9tAaC,E.REi) Wf STUD ( ' ', ANC,iOR O 4" O6. t':` LL MOUNT! CfS F 1' 4^ WOOD 1 { t I ! I oa/cHDR a 1R 1jz 4. -" -` nNciwR o T2 1fz' 0.0 .' LATE L 4\4^ WOOD t ` I SEE SHEETS 15 & 16 TOR ANCHORS M1PE A SPACING FOR SCALE 3r8»1" I .. I.__. REQUIRED -,-- :� --.. RE04JAZO ;x -.. 1 }`4 �1, INSIAL,ATIONS INTO WOOD R>AM€ SU D$1G5. I ' MINIMUM Aa)eH17R 5PACwGi AWO MINIMUM EKE Dc:StAMCF -.+ -. r ^ ARE 'JAJIG1Eb O7X TINS 3atfFi)IAE +Y1R E.O. LESS THAN f Al l�r/ee.�'/ 9400 TO ON SCHEDULE REDUCE A14CWR SPACING 9T L. ` V MIX3WLYING SPAcm %10" oN SCHEDULE 9Y THE i ALIERN 7I R-" AW ALT�RNATfYE R-ARW FOUDWwG FAGOTS MR THIS APMTKI; TO BE rossiaz. ALTERNEYE 9-1 AW Al TERNATiY€ R-1 B'W ALTERNATVyE R-2BW � O REGULAR PANELS 0LIFE SAFETY PANEL co REDUCED SPACING OBTAINED MIND FACTOR SHALL NOT BE $•�: pv a��L. LESS It" wmwm SPACING m,VIC:4Tc,.D FOR EN:N ANOWR t!lHInN1+rNIA Q A€1;ULAR PAN€L$ f SAFEt L EANEL mE ON TH6 SCRMULE a,LLu4 A. T/( IA%AAA MOORIMF �14F€TY PAN€L t!4•: /u ��``X�ti,.....,,•(/jam WALL OUNTiNGS unr.H..... utMlFrMigl ALL ►IAOUN IT Nf S 1 WALL MOUNTINGS �'`.t� 0.; Tlt(f/" Pam I ANp10A LIFE - - SCALE 3/8»i' A, TI I`u+A SCALE 3/8>i" SCALE 3/6-i" �.-`,, EN ✓. `t W ..�yti?•'UCEA[j ,�,��Cg..,,.1 /I I a \=C SE (M-O 3 ' i R. FLORlOA BUfU)INO GOOF Hon High Yelaclty HMrrieone Zone)F CiEN. ; FI.ORlOA BUILDING CODE (Non HI h Vetoaity Hurr{Cons Zone) N . 4416T FLORIOA BUILDING CODE (Non High Velocity Hurricane Zone) ,MwMUMr Vim" (h.) 3 T - -: :3fao TILTOCo, tAt. -F.A. ` � ,iiian,,¢T�, - F.P. - ` w'' a2DN lRJrfA, p,C rf. oo+AAa" rLyf:�„ - (h) 2 3 In ? * : Tir 1 = 24 GAGE GALVANIZED STEEL STORM PANEL w, `0, 4416E c 2A GAGE GALVANIZED STEEL STORM PANEL z * i 24 GAGE GALVANIZED STEEL STORM PANEL Q !-C'•. STATED .'ct; s 1 i. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN * -"T SYz DkW' I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. Z •o `•• STATE DF J,W� J" _ InrWN ei Z MILK � Dona f� IN MR r .9 ._ , oT/"/" 0 PRESSURE RATINGS (P-0 ANO PANEL LENGTHS AS s * : _- = ---�' i j i �+ o]jz>/msp "'y 9 •. F � mfnjxGm 1 t/s• G.15 - 4 'r(DR101�=-- �. E C G lKc. "�,. GLOBAL PROTECTION PRODUCTS6 LLC. wTE: PER ELEVATION ON SHEET 12 .STATE U?"`�._,._,- F L G pae, GLOBAL PROTECTION PRODUCTS, LLG', a4tE `JEStGId PRESSURE RATINGS (p.s.F} ANO F'ANE-L .i'C%,' ({)R1 - �._ f'j G C GLOBAL PROTECTION PRODUCTS, LLC. G,tE. __. _ _-.-.._ ___. ., AF. '•" ...,,.. - iepD s.w. Mt sIFFEr 2. FOR NEW WORD FRAME CONSTRUCTION: WOOD �$.ry''. ` O@t - y a & tOlttiNEEWRIo COMPANY ''1CL ". :+ ,. 4adJ S.w, a, 5 / J l i tam SW, 5, ai�ai s , 'y^'�„,p ,re TE�nN 14 ¢ f TI/Lu4-EtmTiNa a E";ia' r!+c 1Hs'• aie NAN'+ 2. FOR NEW WOOD FRAME CONSTRUCTION: W00" �e 1 E• ...... -. t?'-.,___- .. ...._--- . r 'C)4 - .'" M NW ale. R a.9 c n AM, roses, n. 3l3 O �::RIGS T.��i7 f � � !"„ '1•.. rm4O n. 33.114 Z + i 1 E.=�- _. m. ma wI.NA,. _ M 7 4 0 ` LENGTHS AS PER ELEVATION ON SKEET 72. i, F n •...... y EM A TM1L1F TEB'nrio & ERBINECR,�-NO COTIPANY Yr Ofl AL r 20 17S EMBERS C3 E!E SOUTHERN PINE Na 2, W SPECIFlC „ AO rw. 3Wn x a am, eAawNc. ra u,ar > Tt -FM; 4 r ANAL 4l NW, 3s, s_ Pa sw. s4RN,, av4®,s n M r T s. asG t.m r A4At' , I •,�. I ve) mn-,b,P . - twet n,- , PHOdL (pb+)�-]s4e. A% (ud)aeR-STaa / Nam : rxsy _,sue eb.:. t i. a+1-,s1r w1cwE: fps4laeR-r54a. sax: tes.taav-eacr 20-175 - rr 2b-175 •,.,..••• �., MEMBERS TO $E SOUTHERN PINE No 2, Wf SPECIFIC NMH/MnttAt R rsw, rsn) +a1n. rr: Gmn w,-,s7, PHm+E 4p,ta)p.a3+s, rAx; (pw)sap-a74r ._ _ . ._.._,_.__.. rNANMp4a1 ,:.,:.: ,Aa.+s,.a„ .arse. Oar MAID .. r J , :. _: RE .st2aJ2KMaAtlmEf7xcIE �' "' DENSITY OF 0,55 OR EQUAL cSl . - axr Q aaaf,o 4a4 ::.... -- Nwwa aer .>, 4a pa4.aN., a.r... cRAW.'Np No.: DENSITY OF Q.35 OR EQUAL. -------- "'I-00057,e"'"' atn+ e�,.e», mx w... ,mmwaa, „� r.+uwwc we. MA, A.A. FUJI 1,., PE , an rs_,W a SHEET ,i Sf IAil1 N: l SI$mM1raEfDAFE WALTE'R A T#Ll- P:E Ma n•e.a a P.E. OEAt/StkTM1URCfOAkE Wa13ER A. FILM Jr„ P.E -"' a u . Aa a a IA NF G a4t a1&'EP i5 Or 18 441 ] " a6 ,a.•,As Ass: y.... AMBF 18 0r to �YJ -rLm SHEET NO. SH 1.4 A 0 EZ1 /T8, I EZ1 W/18 ANCHORS .`.:. .... .. .... ..... ....(SEE SECTION EIS & ALT AINATI'.'E a1W Oh SHEET 18)___ -_._. -J' Vt ,' aea_ . ) 1 W to t E('� O{SEE NOTE 2 'NOTE 2) END -- _ i t'Iu,N IY j 3 6 ..t 1 T) �y _=== -� ___j. .j. ���T "'t }--®----s' FOP RIVE- LAST PAN[-.�1 TO RE INSTALLP:` AT EACH OPENING SHAL1. ALWAYS BE i2�0( i TLOr 0 I O DY O O} !O I, O��-^'- T- i+kOY uED Wi F[AF HANDLE TO FACIiJTA 34AL ATiON IF INTENDED " I � i i f i i 1 - ` , I t= i I. 1 [' i I : # i rC Ur ,a$-'hLEO FROM INSIDE OF STRUCTURE l I I t I I` i I - AY 7 FER l E i l f i I I� I I I L.. _c..i _ 1 J _I 7. _..�_� �.1 I I j. I I _.. - �.__�.._� _, : 1 ..-i_I(TYP1 NDTE�,.-= - �_ -.i_. ..:_ I-,-'T---'- Y`. s".__--I. r I. I..., - . -,..-T , - r_,- -._ _T._! _ 1_.,- -.� _;.. "_;-_.T. {., ,..-, ,"z (1). DFTTkIT'4Trd *,F�!�:.:...2�'?;rS, E-Z HANG STORM PANEL ">vSTE-V. 7 , ' t i'ENG. Pits€L} , ! IIiTERIOP i•ANNE{.�' f iNTE:REO? FAN€L; '': {i+ti'r.RIOFt PA EA.) 1 . 'r MAX. C71vStST3Nfi= YkF PAkE:L T Cont. i7i%C?CS TOP k 9D'!T/SM { ( { 1 I S N''`i.. i f fJ I! (END PANEif l , rE Y'E'L ?. 3, 4 i { I 1 1 i [ I I I . SEE. Noirs 2 3:. ,. (2) END PANELS SHALL ALW S Bi.'--. CONNE.GTLO qG BCiT"OM t+2Ai b .. i '. I �; t I I i f I ! } ; I - , ( 1 i 1 I MAx ONHI.RJ:ISr. h 'Sr£F,' GAR SHALL St PROVIDED Al TOP Dr °ILL+ I. i 1 I E 1 { I I I it {jn�PA,N[L LE4NGII; PANIi.S. ( 1 {� '` P9`* ! ( j ! d - k _I „I * ' 1 �1''* _ rt"Ijxl 1 I e II co0cca 11,' ,.:} , ...,n i { i ,,_,. I ,,i I I , � 0), if Ii N;i PM4Et's ARE CONNECTED TO ElOFIOM TRACK CONN._CTPO& I I I I ';'^e_. "PxY I i alai r CONSIST n 4" M S 7 .. 1 I t CJ SI.. OF 1/ 2uXJ/ W/ /P -I32" MN., i ' I I i e - t i I I ' i I 1 , ' 1 ! I ' -.1 WILTED PANELS Wi 1/ 4d- C?r•;' T NUT 15P "€/4:`P-3/4' Mfin. THUMBSCREW INTO TAPPED BOTTOM ,I I I `! 1 SS wlh.TS W,JO.W EA TONE%M, TRACK. LOCATION OF I"AST E i I I 1 1 I 1 t _RS MAY 8E AT EITHER OF TWO I I I fI 1 ! I ! i (SCE SECTi0N5 AE. AP¢' ) I f I e,GAPtEt EXTERIOR FIAT FLANGES, Or END PANEL. , I _ . 4, T ' �A,2x�= LS Il .. r-r_ - ,. , ....1 -T I. -. . -- •, _, ;.. . - - T7PnCX5 (!a. STOP E1AR NLYMI,SEO AM TOP) AT LEAS-1 Tw, f , (L. I Pa.4EiS aip=L ar GJtiNfLTED aonare rkAL'K li�hG SPEC$ I(- ! I fm'.I I1 I I I I T S _(I -,I Ii i y�-TT "���--?-'-i i , t i"1'I�-T q1 f'-i-�r"-"i-��,'?-�i'.�"i'3 F H--Tx )' f -I I�t'j IMGIJ,TEO '3N NOTE F}I !.fit„ 'a ci1C4 rASE, wJNNECTI',N it I vJ 1 Li-1J-LLJJ.dLLJJ L1:'..,1 J1LL1! i L!J-L I- _LL JJILIJJ_1.1 JJJ-i 1_-_._. -- t PANr_'S TO 3i"T,.'M TRA::x taA'� iJCCUR a. ANT' PANE_ iGc;ATKJM. I , • N x SEE NOTE - - MF` - - - 6 SE. i % iW,r' I IAJ SEE T u,n 't' INSTALLATIONS ONLi' VALID FOR WIND NOTE 3 .._.^ 1 NOTE ." SPEED UP TO 70 m P.n. ANCHORS. i I -1-__. 03GE SECTION E71 & ALTERNATIVE L71W ON 6HEET 18}--- -- __ _..,.. ..I EZ1/18, EZ1W/tB TYPICAL VA I FOR SERIES 2000—HANG STORM P 1 SYSTEM (t) SCALE': 3✓32"=1" 2, E?J6S7'r' l ' Mau. ,yn. ,$,,(a, s, YMRrAE YALL£ i / 1151" 1/+'MAX- r�iP j ). • i ' SECTION A --A {i,1111riI1HPaj, SCAT r. 3/i2"=,' �•M'�E� A Tt( j/r A,,. I 1,,•'` ENi '�ftn `'. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - oaD<o n;Trsr., P4 24 GAGE GALVANIZED STEEL STORM PANEL rs. "t = ( ' Z: ,FA 1 2', -� r i �. E C. GP Ire GLBA# PRQTECTiOPI PRODUGTSI ILG, n1r D •o STATE Dt'a . SF .Z,(: iILLR 1ESmK; / CNe1NOOHM6 Co. MYI -Refit wµ 151FEFT I -. Asfix. x. XM- a �'.,, /.,J�,,- LORt4 a_l .,,„, {_ I Ar;DHL Ss,aNaie-7s+.t rAx. iPEaTbaR-Fret 0-1i5 ' - w wx txMwi; N><. !ZJ = - ..._.. .� :..- *''$,° "itn.54.,/kuil 0� f9 r+. a -- meamse N;p + wPLTCYT AF 1� C. <x.:a^-.. I's... n mil F Sc ai4 ET Mw 11 a tit �_--..._ _ -.....- ENIs li�-!EE!-tING ENGINEERING EXPRESGs PR130UCT EVALUATION RE:PCIRT September 15 2020 Application blumbal' 17�9.1 - R2 EX Project Number20-31543 Product Manufacturer All American Shutters and Glass Manufacturer AddressI540 (Donna Road West Palm Beach. FL 33409 Product Name 8 Description- 24ga Galvanized Steel Storm Panels Large Missile impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department at Business and Professional Regulation (Florida Building Commission) Rule Chapter 6IG20-3.008 F. C, for statewide acceptance per Method i d e product noted above has n A, pF p () The pr o 1NlB tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edit/ 0 and is or purpose Intended, t equivalent t that required b ! n an {202 } , T the p p t ed, a least equ vale o at aqul ad y he Code Re-evetfustion of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data., RODUCT EVA UA310N DOCUMENTS P UMENT .i- EX drawing #2031543 titled'24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5. Prepared 1yEriginee Engineering Express.. sr'gned 8 sealed by Frank Bannardo, P-.E Is an integral Pert of this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test 17 0 b Blac er Testing. Inc. reports) #BT-ASG -0 9 y kvrai es rg. Large missile impact resistance and cyclic loading performance has been tested in accordance With TAS 201 and TAS 203 test standards per test report(s) #ST-ASG-17-001 by Blackwater Testing. Inc. e STRUCTURAL ENGINEERING CALCULATIONS 1.0tural engineering catculareirs have been prepared which evaluate the product based on comparative and/or raTlonal analysis to quality the following design criteria: I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4. Arthur Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 {954) 354.0660 1(866) 396.9999 TEAM@ENGINEERINGEXPRES>.COM ENGINEERINGEXPRESS.COM - / �,�'11 I - ­ I'll i1; I 1:r[ hi E 'aE ,L. Ic.l. t',u1nU4 ,I u r w " N t I a TI � i.­r I 11 f 1�1 in iE ` - 1=FE IU. - fM"", x R^ Id IP ° .1 1 ROUNTaR: EXTRU6S0 119 P, L L T,L T, -F:CC� ,rr +sR u !YIll 'L' INY - Y lL ODFIi SECTION �N -­1=1, Iry ,1 H. I ­=_.-F A . ra ENGINE1=i-TIN0 Page 2 a1'2 Alt American Shuters and Glass - 24ga Galvanized Steri Storm PenG(5 No 33 % increase in allowable stress has been used in the design of this product. Separation from glazing Is not required for installations outside of wind zone 4 and essential facilllies. Impact Resistance. Large Impact resistance has been demonstrated as evidenced in previously fisted 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 toads as indicated In the span schedula(s) on the tespective Product Evaluation Document (l,e, engineering drawing), Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document t a engineering drawing). along with all components noted therein. Product components shall be of the material aI specified in that product's respective ProductEvaluation Document (Le. engineering drawing).. Limitations BP Conditions of Use:. Use f this product shall I strict accordance with the respective Product Evaluation Document (i.e 0 p o be nraspy ( engineering drawing) as noted herein. All supporting host structures shall be designed 10 resist air superimposed loads and shall be of a material Wall -n his product's respective anchors edule. 'Host structure Conditions which are not account" for Ili k P�b u in this product's respective anchor schedule shall be designed tar on a site -specific basis by a registered proloselonal engineer. AR components which are permanently Wi stalled shalt be protected against corrosion, contamination and n ll . other such damage at a times. g This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)- Respectfulty. _'-..` i. '4 ' DM,s1 Frank Reno ardo. PE ENGINEERING EXplitEs a #PF0046549 I Cerl :Auth 988'; 160 SW 12"' AVENUE SUITE 106 DEERFIE.LD BEACH, FLORIDA 33442 (954) 3540660 I (866) 396-9999 TEAiX4ENGIN5ERIN4FAPRESS.COM ENGINE£RI HGE6PRESS,COM .I l . r r n .l, , 'API M r':a1 nL4 I- ;u t 3' R 0 N 1­1a C 4 4 _ ,.i., II Z III OF,'H pw UJ _7 4. xL1 _ -o 1 WwVg AIlq of n- D �w ,U.r R� .. z 1 1, - rc N w W n,} F 9r ov w -.- �, ;..0 1N1 '`�y�'� �. LD �' N'y ..LJ R L��. _! �/fI < `. o- T,n P, 1•i - t o urn F, 33Ts 'tqH T„C l-, rt-r. .U. I1 L.. Ci_RIROlROOR NOUNl SCCTIDN Y. { I.e*_ P i JnI NJA-: i-e - - _ �i r rt ► �I:.i I r' a 111-1. .1 r n. 1 E .P:ir Y v: ,, ­ i, 1M..1.i :11 - ILE 1 /a C 11 'ER..CFECI, E :H -1• ', D 5 -.-.ir••,3 ,LETR1l l .y T. LC rCL ? INIF I `I n. _ D,rr_s F-L. JJRd I IL .O / n ` I�IjJ I !a aw.. ><L drYr r Ire.. r nzrT o-i ,- _ - _, _... .T TOT- n I.. T•rP r Y % OPHDNAL1GPjEGTTDM CIDSIIRE D=fill FJ, [{nF (,\ r{f N°ymnRM1 IUN .F "� . I���fll s sa L1 ________- INSTALLATION ANG S ORM PANELT INTO POURED CONCRETE,N T S EXISTING POURED � ,V__._.- �.ONCRETE OR i,4"0 TAPCON CONCRETE aLOCK ANCHOR 6 12' O.C_ l�Ii REQUIRED -i I {�7-7�� -.(7 TI ,. :. ..... 1I \.Y I I4'e TAP^..W! }"' - #idxt' HEX HEAD TEK WOOD HEADER d'... i j tAxt` HEX HEAD 'rET` 1 SCREW a Ili' FROM RE000EE0 .'i '. SCREW 0 FROM ANCHOR O ? 4G -- �, y�`'��} EDGE OF ll - EDGE OF —V rt I , (1. Z� sF^ I 'yam) 11 ) ,,W S' I • MTrr. ,,,I . 3 , f 1 III' r"'n" , a +i2. ...{ ..._T 1/x'x-llk:t" L L 1 i . ija`w-2aeT' ti _- _.-; I 55.. NCV.i9 w # "' t t } 11 I • s 1/r aG tlI I 1/'S., !t FA°��.w. 1 1 1 2" ": IL I- mt.,. l 17D PER iw'aN. I B ARAik N i` Min. GLksS =/18.A EGL K' „ ieYi55-`ii�TO I + � ALUMINUM POP `� I Y"' %UMFPAl1tA POP •_ II i _0 SiN'ET R I ...111 RNJET. _ ' it Ss RIn15 w T If ...< I { MAX, Z,'a-M.1' - I. . ^ ( r MAY, -. - . .... .. ......I ''k Ar A II E,._ .(... -'I PANEL LENGTH & �LrS w 1 .--_ II i -PANEL LENGTH. * 4-sEPRRA7T0N-• �. S r` Aim. I _ JIa'0-20a, H tO GLASS. I _{� I THUMBSCREW n Ilit—'-�PS1. O`-•C'X N 1 ./4`0-20x2" D"1- N HUEW n 1 1:, R 1' # iv'nI�':' -iho 2—`11"T�a-Mosco -- __I__ --.I EO µ:... „ ° r'-^w'- J2 --_-I "7r l < . •. - -'{ ! d 1j4'0 TAPCON ANCHOR \\ T I .T •! ( gY2^G.DTi4'P I iAPODN EMISflNG POURED i 2'x4" WOOD --PLATE ANCHOR O i2 O CCONCRETE OR �_ " a BLOCK _.- II SCOURED I REI7UIREDCONCRETE t�� y /'1 WALL frfOli TINE WA1J_ QU Nei SECTION €Z1 ALTERNATIVE EZIW SCALE 3/8=1` SCALE 3/8-1" wt4RFA; T..... / , `�`''_' �CEtdse•' '�`` FLORIDA BUILDING CODE (Non High Y4fitci'y Hurricane Zone) # MiN. PANEL LENGTH " 0. 441 = ". 1• INSTALLATION ARE ONLY VALID FOR M. AS.O. DESIGN SHALL BE 2'-6' g ;,; * 3 `szP TX.T^Y4 Pit. 24 GAGE GALVANIZED STEEL STDRl+ PANEL iYweH a,. A allot/aam �REssuRE RATING +/- 40.E p,§.f. AND 6'-D` -_*- STAT£Q �=- jL �. C3 rate l GLOBAL PROT£GT#ON PROIillGTS. LLG. tilt" PANEL LENGTH. +` - ..� `&0° S. 'I `i"uT 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD st3�., , L, (P'fT� N,�•x�.r,,�,7 Tr xESTNs3 a C tN, coNPANY w Trio axe. ae.+x40uz, , xv««. 'el"t' `1 • 1" 20-175 MENSn TO BE SOU'CHERN PINE NO 2, Wj SPECIFIC a#F : rNw.. cme =sr. I -I zr 111 FSYDMI t al -tars. FAX te:^,rygAe-Wra-z it X` w,. w nac itixamr � - OENISIfY OF 0.55 OR EQUAL, � °+°Vt11uR%tfr �ciiz ..�sarwlunr✓aNrE NA.s r a .. a.:c. ou ,�laT w.w yZ ra aF to (? ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEELSTC7RM PANELS (HVHZ & NON-HVHZ) 'j- OPRONAL f" 20 BTTTCH BOLTS WITH FASTENED FASTENED I@ INGNUT@ OVERLAP'- OVERLAPS Ira j W �U SPAN APPROPRIATE SPAN TABLE) N >wP PIANVIEW U° z� O aa0 w, a w �0.D,15E" WR i \ I 1 0 BOTTOM MC7llNT \ I -I , (CONNTYGE \ 1 /: ,- Re 'D � ) P.0.391" 1 MAYBE AT TO w- ,",.,z 0,375x' & BOTTOM 1TYPIC L VERTICAL MOUNTELEVATION N.T,S, ELEVATION i U 4P MOUNT 4NNTYP Lill ( SPAN ABOVE 0.. P,E DE--� P ) - STRUCTfGN OTTOM w NT � O TYPE6 S REQ'D}A ,,Z3w &bRNCl70 EQJ� � P N (LOCATION MAY VAFYjuP.1 I .1 m TOP MOUN (CONN TrPE A5 REQ'D) BUtTOM MOUIN'TLCCtONN � BELOW : 1 TYPE AS RECI D) BSTR(SPAN CTION OBSTRUCTIOM) TANELS.MAY aE NOTCHED AS AS REQ IR D OPTIONAL 20 STITCH WITS WITH 5' ASHERED. PROVIDED THAT CONNECTIONS AND ANCHORS ARE LISSD 1'NHIGH S,ATISHy 1VINGNUTs FASTENED SPANS ABOVE& BELCA'd: OBSTRUCTION, 0 ERLAP5 # MIDSPAN IUSE APpRPPRLATE SPAN TABL) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N,T,S ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS AN€LS MINIMUM STORM PANEL 5'EPARATION,190M si1A55 1 4VI Z WIND ZONE A N MS NTIAi ri ISt rnASNM M L DESIGN A u tiWA6 : 1 - AT F. Nh1AU R3N51 S`. 1 I GRCAT R NS ALAIN}NSG t [ PIS RIS, E 5 AN II mail THAN ill ABDwf CRRDE - =HAM 5g ANOVe GIIADE INV) r xson r, 6L1G _... _ a 6 35 il 1 UDn US 2 6 a -0 0 1 3 D 1. U to e, a6 ,n 2.1 ? 611 t iaDxl in 6.Wi H, x1:6.m e+Stl I fffI 6 T 3 D 4 Iry 6,061n '7n rib ,-'!:I,,,StT65tn S.DBm S r iY fi .. J _ __ a3*m _ 6.D4 e. --. .�.-...__ 2--- r_ / fi5.__ - 498- .._ 1 _. fill _.__ - __ 7 - 1.. -_ _ 1. 10 -• a ..__ 3 I 6 _ 6, 11 ._ 90f. ry :;FAIN t:A_f1tLfULt INU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD B PANEL FASTENER SPACING TO DETORHIM£ MAXIMUM ALLOWABLE STORM PANEL PR SCHEDULE 5 ACCEPTABLE FOR USE WITH PCS5 T SCE L 1 A -. DADS LESS IiIAM R A TO NEGATIVE L 0 EQUAL EQ 2V DESIGN LOADS. MEGA E E FA 2 'PANEL FASTENERS' ARE STUDS USED IN COM3 i C7I U' ON WITH ALL MOUNTING EXTRUSIONS (r"-TRaCR., STLIDR=_0 ANGLE. ETC.). USE & 2S O C, PANEL FASTENER SPACING FABLE VALUES FOR A P^ N T ALL "N'- AND " HE DE � t CLOD MG BUILD OUT A U I COt4DMON5 3. LINEAL..INTERPOLATIONOTHERWISE LE NEXT N LOADS A ACCEPTAaLE, OTHERWISE USE NEXT HIGHER LOAD. `U P H M v- [^ A TDETERMINE- c 'TER 5 A SC EPARA I POSITIVE DESIGN T O O 1N M M ALLOWABLE M THE P B "T M 1 U LUL BRE SEPARATION FROM E O EMWG LOADS E ONLY E➢ 1 SCHATTO.E 15 REQUIRED FOR USE WLTH BLE, OTH RWI ONLY. SHTE&g1,ATfON BETWEEN LOADS r5 ACCEPTABLE, OTHERWISE USE NEXT tr1LiHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACIMIRS IN ASTM WIND ZONES 1 THROUGH 3, THE CLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE AP:OTECTED OPENING IS REQUIRED. a> FPLV.,.HENPIARDO rE PEMNU 549..A 9865 MAXIMUM ALLOWABLE - °a;;K } .-..� �P , _ 4�,,,, DESIGN PRESSURES Pt. h�rD' T4 AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES ..11 a POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED w m -x rUR1J5E W1IT SHALLBE DETERMINED PER 95NG 1 1, :tig 5INGI IN 5 7 B Gi NG IN CC NCE WITH THE EPARA E N NE�Rt A A 1 TN I I :RNING GOR ,'-ppit SURE RE UIRENE 5-AS - ,4V � IB IYi •I =L`N "-.E. DETERMINED IN CCOROANCE AT IT 6CIS CHAPTER 16U9 OF THE F-OE CA BUILDING CODE SHALL BE LESS THAN X, OR UAL TO THE RC�sITIVE OR NEGATIVE DESIGN VALUES ' `'~>U gg PRE LIRE CAPACITY LISTED HEREIN FOR ANY ASSEMBLY AS S}K3NIN, ` i OL m z GENERAL NOTES: R� D THIS $PECIFir..4TION NA,S BEEN DESIGNED AND SHALLBE FABRICATED IN ma w AGCDRD!{NCE WrIHTHEREWUIREMENT801 THE FLORIDA BUILDING CODE SEVENTH EDITION I_ FOR LIEETNSIDE An OUTSIDE OF THE HVHZ, PER tf OW W a TA5201, 202 AND 2DX4ST PROTOCOLS, CONTRACTOR SHALL INVESTIGATE AND CONFORM TO All LOCAL BUILDING CODE AN ENDMENTS WHICH MAY EA APPLY, DESIGN GRITERTA 2MND AS STATED HEREIN MAY REQUIRE ADDTCONAL SITE -SPECIFIC SEALED ENGINEERENG. 2. 140 33 ti3 a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM 3. THE RRiMTEWIIENGINEER OF RECORD FOR THE PROJECT 0 SUPERSTRUCTURE ' ITH WHICH THIS DESIGN IS USEDSHALL SE RESPONSIBLE SURFACES n FOATH INTEGRIWOF ALLSUPORTING TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, f� 4. SEFARATE 5 SPC-CLFTC'SEA ❑ NGIHEERING SHILL BE IEppUVi If, r ORDER TO DEVIATE�fROM LOADS. DEFLECTIOFIS, ORSPANS CoNg%7 ED d o HEREIN. CDHTACTTHISEHGINEER FOR ALTERNATE SPAN CALCUTATIONSAS MAY BE REQUIRED THE SYSTEM DETAILED HEREIN. IS GENERIC AND DOES NOT PRDVIDE qp A N. N. ll6 A .IE T FROM INFORMATION ON FOR R.SPEOtFiC 31T . FOR 51TE CONDITIONS R REGISTERED THECpNDITIONS DETAILED HEREIN. A LIC EN EER OR I{EGEETERED iL v cam n ,& TS DOCUMENTS 6HrNCT1. 1i ALL PREus E SITESPECIFIC DOC4dhiE NTS fDR USE IN THIS DrICTD - ,4i PJ N z�- HIER 6 OESLGN PRE55UftE5 NOTE6 HEREIN ARE 8A5ED ON MA%iMUM TESYEC 6, INECTION RV0111IESS EeSV €a OMDED:e A16S FETY FACTOR, R R AP7 ,. m r" e^r aoP I AlL FASyTENER5,T0 BE )+ryjOR6REEppTER SAE GRADE 5 UNtEESNOTEO E,. BfCADMIUM-PLATED OR OTHERW[6E y. u.. I- Dr OTHEP;SNTB R4STENERS&H ALL C StON-P, MAT I, 11 HBYT'OMPLX Y RRC ..N7 _ER AN S C O _ "SPECIFIriori, u, A: '-1 NO PO4 N VAP STRUGTNREa' BELTYON i 3 eYTHE ALVMLrl O ASSOCIATION, TP INC,INC,1 R ANY APPLICABLE F$HALLS eTAYE, LOCAL CODES, 'it °4 TeELv t STEEL r=D,024" S HALL H STORM M1 i CON O A �A65' T LLA TY STORIPA tY. as P1N`N_5MPANPl5 it FORM L G60 4' Afl3SHALL DIG W TO MIN 35 RUCTURp O LI A E•n011i1Vt F-=Ail SI, L G% Af 4 K r ,LL tL 0. LE&TRSIONGWITH ]0 UMIMUM ERIRVSICNS HALL 6E GD63-Tb ALUMT U ALLOY. A AL NUM NISE d a, OP & "'T""OTH ] TOP&aDICTA DEPANE HOtNMAY HEINTERCHANGED AS FIELD D CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY DR J HORIZGNTAL4'Y AS APPLICABLE Q 12 RHEREIN SHALL E RANCHOTG NON-CRACKEDCONCRETE ONLY, INSTALL ALL CONCRETE ANCHORS PER I MAN UFAC'TURER`S RECDMMENDATIONB. 33, THECONI'RACrOR 3S RESPONSIBLETO INSULATEOR PROTECTAIl MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELEC.TRDLYS15. 1 y q 1 ryry § FETx la, ENONLY, USE OF ED HERE TO VALIDATES STRUCTURAL DESIGN A5 SHOWNal. H04Y ONLY UEAVE THIS SPECIFICATION N p} R 6 NE-FCONTRACTOR,ALLCeU INDEMNIFtES & VES HARMLESS THIS [NGTNEER FOR ALL COST aDA14AGE5 EA R G FABRIC HG LEGALFEE- &APPELLATE FEES ESULTIN FROM IATERIAL 3 � °f r��� ERECTION, 8. 0 C D FABRIGATIO'I,;3Y�EM RECTI N, COONSTR L`rI N PRACT( ES HEYPN THAT HIS CALLED BY LOCA4 STATE, & F[DERAL CODES &FROM ♦t U }Q t'T "E g6 ED EV[ IS P 13, FSONE OF THISPLAN, S5: PRtON5 HINTEN, NG f+DDRIDPIAL - y R IFCC TION OR AFFELY AR CE 1SC Tc NS Gfl AF IRM TIO E ARE INTENDED. RTl A O F A N C SB ALTERATIDNS',.ADDTTIDJdS DROTR ER MARKING TO THIS DDEUMpfF ARE. NOT PER14ITrED RIND INVALIDATE THIS CERTIFICATION- I Lgi g F 1� 10 ]7_•PANELS SHALLBE PERMAry ENTLi IABELCDWrTH.APUNIMUAIOF L1 LABEL ffi...yi C.r @f ,. .§ VISIT ECA.LCI0131643 ] $rr NTA Fr cal T s 7�' { 1},- , i I 1-,A--'11 rJ , P ; PATEn- -Ei11NDEXPRee"o-STORE 0 ennsyTv ,. RPNS:ME O-li.SO-Fe, T MINIMUM ALLOWABLE SPAN SCHEi3ULE TOP MOUNT x' a 'isIP 41 � A �li ., ag 't g�-- j A �r as u `H" Hdedar IF o- IF 27 4" 25' 22` 27 0" 2e 27 26" 8Wld..'U' Header 0" T D" 27' 24- 25' 22' 2a' 0" 2C 23' 26" f 2 ZPS & t frl.der G IT" T S 24" Zfi 2A" O" 24" 27 20' a - exSE�W 23" 27' 23' It" 3' iT^ Yf �" 30' I 1' 33' D Bid T ck IdaeR' re 2 4" 2 d` 2 4 46. s0" 1 Za' 48` 24" 4B` 3il- ... S "F 7S HCR [.^i 25" 2S 3T" SO' 5$" 3D" S D` as' S0' 31" SS' SW MIR Mount 22" 2r 22' 1I- 29, 3W IV 2T 27' 29` IV _ 31 M ]iNaQ Mount 2 4 6' "' 2D" 4$ " 5T 2a ' 4 8" 4" 4B' i S3" 'FJ H Adr D' R c 2.9' 24" D "' 23" 26" ED F' An b Tr ack 2A' 24" ? 4" - 29 4 B' I 24 SWN A,n Sirs Ma o 23` 23" 2V" T t" 3`,r,. 3t" 11" 23' 30" Ill 39". C T cM 26 E 3a' 36" 6fi tit S3" 8 S,T 33" 8S' .1NOITl6 Yi T rC, 1A, 6 TOM. nth h'f KLx ' % IN K E"Nc,,.lm to TAL'4t AN v"- Nr Ni11 D A F LL PoOS AI.I*1N q M U Si$k F bW. FNt TYti R ,H M Y LTYl. kK EP CGW E Hr PA,NFL kA 1`n! C"I n, .I riNi .MEIN Rol n4C n S `UPr` .OSDNF ,,REC I . ",ti bpl,rl k LN �cq+l�,Y4- r" pt f 1TCh'UL GLRE E V,T G 4Y VS.n ATI ANr1+1T ,,,, Nt rLMabT t,NYS, ,<N, SERAR,,Ts, N to 1, 6 8f CN DPTAI 4BL- F ! #. r rr Fes. MYb.a nPNYEL6»&+.I. WI'i"?ANE: 15 G 9w Vtt £L WTT'+!rV 54£ C 4:wL } y 4 EN 4 5 C. in S D S aNt5 TI—,H NI Si -"0 Ye': i4W, ]iD 9Ctt`.Onff:`KURES aL:R I t G R N rIi h ?£N1YY1 . Re f+E.AAI v I.K.r. i LYrz t��..ka�iTCak s'"'a-J' NMJ S! � .fi £,R.Nt'%SNCS > R € el OPTIONAL INTERIOR FASTENING DETAIL N,T.S. LY. . i TA,Yf[= AD""Pi-i, 71-_� Ar 9 P Rr'PE}Y I rxU 15 4 rm W fir A N S,(LA a NI aN p J k '\ K _ss ;;;; __ �L��,-Ic- Y.N I ,6LJ. Fk,•'E & u I :d< I'll,.re. S1 wt S is` mrr,LRI k.. i (,a,lir MrP HM r4' +"• EAveu DN mArtA+.'sNT Leman 0 ",' IC..!NN r111 +.1 f R'coP, , I _ ­2 v/ li > Aa ES51rE�F_ �[.x,1,_�Me -L.x� YL� liI 20-3 543 YOArFRMNF k E _ "ANCL tNT'1£'iu� _BtiCRbT I dc_ i£= OPTIONAL EGRESS PANEL DETAIL >5 INTO.--ERIOR FASTENING, /'j N N _c_— > (3) -1'-� U _0 Q '0 N 0- O O s✓ M0 -0' � = �U� o L- = N vz�' (� G 0 O -0 :::::Q a �N� '� ) " N LO In O'^ -tomCL W --:55 C VJ _O M 0 o i -t'_' W FER3 M Q Q t6 y W .O L dco f., O ' f/f o I. O v, U O 4 I mi ~RANK ❑WNARDD C P Fi0N6 la 499I ,r =t _r29S0" t;250_ __ ."1,:11, Naaso,,. o-,G94" r-D oao, u uD X , 2 250" 0,i50" z a _ fin 1'LI" D.G, `j �-r Q094" n U.101" f i .625.,. D125" o� 18 GA `.go Q V Eq094'm AS4" 1;T.1211'. TYR, -Ili TYP LLa. Pn sr:, $=q3'. 0.09#"N Ds2" tj� sv i0irM,Ia'e 82P U n L950" Sr§3G" ND,O62, -6 .I-.. r c.-,.. yiL��� .�. _a1.@k20375'I ,OIP2 -L �C-.125' .Dell 'I:EH _ 2 o nI P a,_15 �i: ,o3D' a. -"I ".DODI El - -I. z.aDD I- -1 2,ODo" - I t:.:k'�x! k a 1:18D" ai HEA9ER 3 ` r H ELLILO'-OUT -Il" HEADER 4.1_ @N-PAN CLOSURE (G STUD pN W S ,:, - ., 0� , KOL m :,Na �, r� 1, 51 I.SfiO" I -3 380" MAX. 31 ':. 0.313' U, 1>" , �.' ` ., yj n z I- --11 s60" 5lo" O;a65" �gg, 0, gs• DDaa�s" D.376" �O, ss.. R&-1°]9'^ 3 9 z -j 'Lr:55 s" 'jI- 0.350" L�DT t; w 0,179"--I G 0.19D'-Plf� Q,i566" Nth k' 12.SOG" PANEL COVL--PAGE =����__��..I L L II 14,575"PANEL LENGTH '� LCG �GI�11 " 0,52415D" D.P - o.OSD' bInI ITT a 0 1. a-Y 2A CA. PANE1 ' - U tl �1 �- DIREC 110H 1_.0,090" NAYsIlG.oe�s lI 710 11�1-IHI II I} Jr�DA90" ��iwrllsrn I tI.Z15 H^-�0-7LD" R0.135'- .7DS � TVPTYP. Z•DOQD-�0t`^JeUYLD-IX1T "F= TPACiS �YyB •F` YP- TRACND4 wASHW A ODN/T 0.957,'tE=Na IIB w " R,313, 0 i o37B"-i °'a526ss" 0 k. L I 0:t90" Z n. "' +� m P -TTf E G � a tQ ,..,, , o ❑ Rr. IOH MAY tlL N 1 5 vviT . fN s..t PL+I 3.DD0 0..2 i,. a. Ay nF�EnsE , r- L. I.;`;.:os' In w. ° pp ZZ +, L..11' .ti•raL "F" ANGLE.-�113it0N IE7(TENOEDI q 6 N ,y 6 ",rill~ .11 tP-.N:: (� "I E 4 �.1,r.G Di., -Y;.r a=.rATrp 2 S ^ o s L ]1 A00" t A ,-, RI 1• I, i,.t IIII u1 t o c. pg F - OVERLAP /'� D_IT:'<iC ' 4. \\V ,2s' MAX. e - A" MAX .:. CPIRIIERCLOSURE DETAIL 1 '1-R � � � 4. ry ? T'/' O 168 T I -! I z ere "`(� J ,25"HAM, ,U-, C MAX ...e£[e+Nuilr. OC N ar W G BUILD -OUT A;':.. ^r 1s.1 -. n. n lf.vM 1. ,,.--1"'I T�rF ii=n OCo RNCE !II'll Di NI ,.I n4i1xP IIY Il111 'T M I R, s. I T - .J r a 1 DOD" J Tr -. .....,,_ d I: -., k 1 _ - : ). FI ;'y EMBED ,P L S'A�E 1.ODo" , N;--.. a.,b,i _r re .SE.,eE vn.�NF HIM OVERLAP '...OT 11,=-n1a6 3.$26'� g MAXC¢ 9 A' -a WI I'll, "I'll" "11111111 fi m�A F,aiLMee '�.-t5" MAX. 1,SDIY' �. r r i �� `J N T SI .A-Hr.s. .�� 4 b - IN . T. M e9 \� y Lp� - a LPL ae W SI't'9 E lsoo" . _ 1-1, -q L - ].. MAX,... MIN p ­­-,t!i1a' I404' lil „ , .N . ''�` 1 L. nc C3 L SURE DEf l ,_ .-. H . RGEB IA k Y] D Cr a _ N BED' �F yrt R - it e. EN I �- A c iHr A -.:-YI4VP�NDUIIT {LGSURE DEFALL n - n. .-r, tr `¢¢ � � � D K L AT� w . TIT. s. �.�b �xgg, ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL. FASTENERS It 12.5" O.C. ®� ®{�®f®1R��®l�' m�rP�m�r�® . I - EEL4��EE'Li�ELL4aE'i'8'aEE37EEr8iEEE®®Mi f�QM®Fl�E� tom ® tl}MBEHMI® I®tl�ff�� Em IMMOMM Elu IFm ESSIMIM ®FRR�ry�f�EME�EE�gEE,�r��®E��E Ifs LY6�R"L^��RRF g�ARIIIIIRy1 • " IM A`l MM E IM® EEC ° • Im IN 1111111MIIIIIIIIII om I- ,.- GIs IN®H° ENE , e E0=I�MMIWEML1E�M. ° :per !/y.� OMMMIMMMM® ®�®®E[�®F�� aP ���lgg /%%% %�//"/////%%/%/ %�%llffl/1111,W.'/////!////, / / 6i7G/ r l",IEMEEmr////"��/"��/Z/����.,,���`/""/� ��//."/ X MWdr/000% /101 -1 10[3MM= ' ' I - [ E®�Eia�EIIIIIIIIIIIIIIIIII't�y��EEx>�eaMEEa �KMEN®®®ESL IIIII ' 'Emw._ ® . IIII�f» • E E` t 1 MAQMIME®EEC E� _ li�mENEI,�E®�EE� E'er®MME121111111MI '� 0MR111�111111E®e21211111EIMIIIIII M 2 ... PAGP 3 r - ._.. ANCNDA MAN." PRESSURE TYPE PSF .IN I I' ICI A -I SPAY LIP ill PrAo .,I'mI,,I­,,, -IIP CONNTYPECQMq a Q C3 CA TYPE Or CZ 7 Ca aONN TYPE CY cz r3 C4 U. ', V EMBED 23 IqI 4f.xl-Vr 41 48 E2 72 12,5' 160' 16 0 10,9 St.S' 160 Leo" 7,5 12 S 46.0" 1S 0 7" 12 5' 1fi 0 16.0' as- 12.5 1fi.a ' 1 s .D' 6 I 1 5 0-➢" l4 H fi.D" L-' loll 160' 7.5 12S 160' L47 6,0' 125' 16D'147' 0" 12, E" 2.5' YE.O 16.0' 1[0 Y4- 6.91, 6.❑ 1ZW1Lao. Izs i5 ❑'147 Sa 7" B.C. 60" 12 V Y25 1 -D" Sa.T ❑" 16 D'14.1 ❑ a nwl F I Vlr CM6IC:. 33 L`NaDSCREV 4 1 46 -T 71 125' loll 160' 30.1 125 160' L2 .D" 125 160'108" fit L25" 1 fie 14i' B] 12S 160" 9 5fi' 7 1 S z 1 0' 97' S.6' 125" t1.5" L1r5" 1fi0 ILO Ab 1,1' 1� 0 P s, 7,0 E:9 5,6 12 s: 12-5 i1 .S 10" 6: i5&1 96 5fi' 96 S6" 9,6 -5". 126 ] 5 12 5' I—46 55' .D' 4B' Safi j6.0" e.fi' .5.6" a ffi v4" ,I 1-Ira• IMRe❑ 33 P c =EFrs• al TA RIP ,,i�. 3e 'T S2 72. 12 S' 16,011 16.:0" 1L.L 1 0' 11.5 125 16 ro'402 r2S" 16D 133" 12 5 160' 5.2 ]26 6 1 n' s 2' 125"�Y60 A" ILA" 125Ys 0" B.1 Y25 60' .]. 9 46 91" 1B D' 4Y'' 3` 4:." 13:8" 5 5 U 5" 12, 5' SH o To, 5" i6D 41' 12.5 _s 16,0 " 16 ❑" 9 1' 91 E O" 5:1" 12 5 ]25 7Y b°FMHEO / 33 AI NI1INl'i RNwhH 41 L'10 DBLLSNnIG 46. P E2 * *= LPlAPFY 2z 12 5" 160 86" 7, 2. S2 5' 15.5' 12 9` t2.5" Sfi.D I.0" 125' 12.5" 4N" a ]" 625' 12.4" 484.;" t2 S" 1 A Ss' 5 5, 0 625' 12,3" T. , 4.0- 2 - 6 5 12.3" 4 " 4Z' 12jV' 1d2 55" 4,7 " 626 123" 4 ' 9.D" 7 ez5' i2-3 a7" 4.0 B.zs' AZ 3" 4.7" a. e" ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES OALLPRODUCTS CER FLED HEREIN, BUT ONLY PROVIDES 7TI N MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRE55URES INDICATED N SPAN SCHEDULE SHALL APPLY, Z ENTER ANCHOR SCIFEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL & ANCHOR . .NM SELECT DESIGN LOAD GREATER THAN ORE UAL TO NEGATIVE DE51GN LOADO SHUTTER ASELECT SPANr THAN OREQUAL TO R SPAMSELIECIF CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET2F0R IDEM1fITFICA TION OF CONN [bN TYPE Et` 3 PANEL PASTE NERS ARE TDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (F'-TRACK, STUDDED ANGLE, ETC) U E62E OC PANEL FA5-E ER SPACING TABLE VALUES FOR ALL °H -AND "U--HEADERS (INCLUDING BUILDOWT rONOrfIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE VIETH MANUFACTURERS RECOMMENDATIONS, 5 HOLLOWBLOC HOST STRUCTURE CONFORM C9 C HMO ST UR HALL NORM TO SCIH D BLOCK 4 9 6. hIMtMVM ENt `E MEN LLB A5 NO IN ANCHOR 5 EOULE. B D T sHA E TED N CH 7 MINIMUREM FOMENT AN EIIGE T WCE EXCW DES STUC(b FOA BRLCIC AND OTHER W � LL B .FINISHES WALL F3Nf5H ES SHAL BE L[MITED TD lf§ MAY, -OR SHALLBE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE, e. CONCRE E ANCHORS NO FR HEREON SHALLBE EMBEDDED TD UN -CRACKED CONCREYE ONLY, 4, WHERE E7rI5TING STRL LIRE 16 WOOD E%ISTING CONDITIONS MAY 1` FIELD E 2 T VAR ERIII THAT FASTENERS T FRAMING B F V HA E EPT ARE iNTO.ADE VA E WOOD F MINE MEMBERS, NOT PLYWOOD. FASTENING Q , TO PLYWOOD ]5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF SCUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2'$ 4' (MIN,) WOOD STUD (31" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL 13E'SOUTHERN PINE"G=0,55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HERD OR HEX HEAD 1L_ REMOVABLE ANCHORS ARE. DEWA_T PANELMATE ALL-POIS5QU D-SET&BRASSBUSHNG- 12, MACHINE SCREWS SHALL HAVE 1j2'MLNIMl1M ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETTHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOAT) U_N:O. 13. MIMMU M EMBEDMENT AND EDGF DISTANCE EKCLU DES 9PJCCO OR OTHER WALL FINISHES. 14, M DE5IGNAT€S ANCHOR CON IIIIONS WHICH ARE NOT ACCEPTABLE USES. 15 * DIRECT MOUNTING CONDITIONS_ 1fi_ LINEAR INTERPOLATION IS RXT PERMITTED. FOR USE WITH THE ANCHOR SCHEDULES LISTED ON TENS SHEET. IIA111 HFHNAINII,1 Vr i PIIil1R6.S4`I 1'AS ItlIf1,4 A--» - . ,F. F. 411N 0 O 11��''�xMIf�8 Cam- �'A a U L m pa 2 8Y N ❑ � w J W ti Ya 2 O W M C W / Cw b I 1-I lA .0 d 9 � ri C,-umElp =g'I n2 asa s i71 N Io R 1,, t E 0`2 a Lu a d d Cn„ __'/ L. a) (/^1W) W -+--a +_j U) L U) CL CL _f__# U C: =3 -0 M L U W L. (1) M L. W """"""""`1 LE..E 2E Z Z Q _J IZ SHEET NO. SH 1.5. TI -r-- I 1