The URL can be used to link to this page

Home My WebLink About36330 Flats Ste J I m I rn I v7 v v N 0 0 0 I i J _I m I rn �I Ll v v�i �J C) 0 TI 0 I N LO N 0 i L0 0 V) Q c 0 M N 0 a E N E 0 x `v 0 0 J CD t�. 0 L 0 0 0 LO O Lo a� 0 IV W Z M 0 0 J r 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 RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. 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 BILK or BLK. 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) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO 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 DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish MIL 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 WC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water 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. Fir. 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 Bi KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SIN STRUCTURAL NOTES 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. � c crsW o -o > W N i c L•+- a to o cJo W Q N � �C W E.� C C= • "Jj c0 �WCID -W 7 •-- 4U W G CP tm- c E p- c a C CM . N N N 1 1 !jJ N z U ON 0 UL 0 cti CV 0 +t/f._ 1 z � I C?�, { -, 7 0 " E ' ,- 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. 4 a o 0 0 M U v N O ;? W(N_� r- YI ., a U) -J N O 9k LL c*� v c z -J w cu LL LL a w a 4 W co C 0 Wcod°'°' 7 N O m w z _ � C)N Z Q J o¢ W o U ¢ c) 4 W ❑ ❑ M r? c�V M o o � N z o � J — a r � U M � N z 1 o LL � ILIZZ�.QU w -. OLLJ v + g g uss LIJ L N O N m O /® W J Z Q w o E O w � Z © oa �. CB 00 a C1� E o < � oz ro CD It W o ¢o moo C-0 to 6 C p U o Z F w z W � � oq� ao az o� �- �3 a= 5 o ZO 0 = i LO LO W rn ca Q ca T mLO 04 m W r Q O Cn N C) tcc CV -0 0 C14 cM IUD Tco � T— C`) o Z N z E O N M a E U � Q p � JOB NO. 23-04911 SCALE : AS NOTED SHEET NO. C S 6 - O C6 LO 00 CID PATIO 0 OM 0 o A S3 TYP @ 1 STORY H. \ \ I 1 O b°°tFLAT 5-SH \ _____-_-;" DEEP \ 36 - 36 "'ANTRY o_ \ NGEE CL , rn�co \, KITCHEN NTILE T 00 211 Z-2,i- \\ o - TILE -- \ I W SINK w/ DISP CAFE \\ Q r- - I D.W. VAULT. CLG. \ N > J U i 0 oo o - .. I . . \ CARPET to --- C--_-- --- - � - --�- - -- OPT. REF. 11'-7$"I I - 6'-10' 4'-7" I � I I I I I 231 3'-1 I tL?100 2:12 VAULTED CLG. II FAMILY RM II O 25-SH EGRESS A S3 O 25-SH EGRESS I FIBERGLASS SJ SURROUND m 00 TB 10' 4" 101 o v 2'-, I TP 5, 1„ r BEDROOM 3 ' -BAT BEDROOM 2 CARPE 11 8�-0I EG. 81 CLG. CARPET C 00 =a z !---1 - - owl o co Lnio Z % .0 I 5068 B.F. '-8" 51 14'-6" 5- `M� R&S 2668 2668 - - - - - - - HDR AT T-4'I - - -- - -- 71 10'-103 7 FOY ' - O 9'-4" CLG. znaQ 9 -4 CLG. R.A.G. I CARPET `'s --- 28 8-< �F7l V 5'-11811 I- 17' 4' I I (3) 2x4 #2 SPF w/ DTT2Z @ BASE I O0 CV OWNER'S SUITE I 81 CLG. I CARPET S3 U N AHU 81 CLG. "yh" `D TILE: OPT. D 0 OPT. T TIPERG .�, - ---- - SURROUND SS - -- R&S S _ 30"x36" -- - HANSON SHOWER BOX @ 36" - - -- A.F.F. 0 - I DRYER VENT 2868 5'-3" 8; 3' �i0 ' - THRU ROOF -10" i 31I --I 2668 71.811 I I T (n -: a O.- BAT I W.1 . C • Mld TB 00 $ '-0"CLG. r 81 CLG. TIDE -- __ CARPET I LINE 5-SH 6" DP.T - - - - 0 0 R&S SIB 65-0" (3) 2x4 #2 SPF w/ K DTT2Z @ BASE- n i 11 11 II it I :1 kn I I N10,IWI I X1� UI I��QI E EDGE OF SLAB 2" BEYOND WALL 81 CLG. BUILDER TO PROVIDE 2-15" � APPLIANCE PROTECTION WHEN REQUIRED PER FBC O W.H. =o VERIFY LOCATION N ELECTRICAL PANEL VERIFX METER LOCATION WITH BUILDER 1 S3 ----- T. NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. BEDR OM 4 81 CLG. CA PET I B. F. LM �vj4068 7'-6" W T T "� N - - - ---- R&S I I I I IIENTRY 81 CLG. 1 I II I I I I I I I I I I I I I I I I I 9KGARAGE TYP @ OPENING I I L- - - - - - - - - - - - - 1_4" 3" V-7 S3 TYP @ 1 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38J 18'X3711 S.H. 14 20X50J 18JX50 S.H. 15 20X63 181X624 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 251 S. H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 4 X 50 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 4 X 26 36 4 X 25 1/2 S.H. 23 37 J4 X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 7 X 50 S.H. 25 37 J X 63 3617 X 62 1/2 S.H. 26 37J'X72 3671X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 , WIDE S.H. 32 54 X 26 52 4 X 25 i S. H. 33 54 X 38 J 521 X 371 S.H. 34 54 X 50 J 52 i X 50 S.H. 35 54 X 63 52 g X 62 J S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. CD 7 ❑TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SIN SHEET OH SEE SN SHEET aft140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 81 A.F.F. MORNEEMEMEMEM 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 1fB1" 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 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV-Bl CONDITIONED CEILING RBLOWN-IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4n=1 r-O" (GARAGE / LIVING) _ � > W z o � o 16. N C CO g >d y CV 4 CV W ao sz E _ � 3 c E m C), 0 GV 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. W Zr°p t` q ,6 p M V O N o y ��'�"' �N.0 -all ° iA.3'.' ! 4, N O ik LL m 0 ' Q M LL u- W 13ai a w E_ W W MR Y o N _ W m w d J ILin�°r�°' ' ;' Z N M z Z o O U U W 00 z N M O O z N z o � Q � to N M z o 4--)Q N U OW ) V) o N ws �N K v� il! LU - E U O y 14 Offil � O CID M J J 0 K W Z Z Q � o =o �o E U o� zo oa rC6 t0 o 00 a E o �� o oa z C,0ITTwo z �z �w 6Y F, O Z, ¢ w <� �z z ¢o c1 o¢ wLL �z W m o � =F o w w;g 0, .o III C7 v d S ti za °3 °O = C.0 J LOm D I Li N ca � J TM Cf)U m C N ly LO Q O fn M 0) I CS O r LL. t11 0') OM N Lo T LO �- a) E a M o z z E O d E 0 J Q J JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. 1 T - i .,� .., le_.. 1:-..Ill ,�dr -Y ..li i �,.i -�. __1'7-ice-- --- - - VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES /7// I w > MEDICINE CABINET � O~ O~ d O CLL M M co M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 0 TOILET PAPER i HOLDER I — CV FIN. FLR. INkild.`I:11r•I NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD --o Z Q SINGLE TOWEL BAR IN a ROD TUB OR SHWR. W TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES w o 00 = SOAP F - Q 00 DISH U r- r r 1 CIO M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY O c� m O CV OPT. REF. O KITCHEN BATH 2 16" FOR LINEN 12" FOR PANTRY O F- a I MIRROR i� i OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS -� 36" H UPPER CABINETS - 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE CABINETS - 00 U— *=1N t\ L a V-2" 0 2x T 0- U? 00 FRAMING ro Tzo M 1 /2" GYP N " �? BOARD FIN. FLR. T 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"= V-0" III � O N N FIN. FLR. , ILJ :II CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 e•' N O N Cn as =o Y W a` cCj Cn cc n O CV LJ- d .rw. CV a� d 3 N C� E 6C{ Q 45 i M C O N o m y M PE 17' 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. H o ® Y . cc:Ro r u W t ' M f) N C1, co q u LL 3 �` a _ w Z o I 0m WW w C.Q. V N Q r O mg_ _ Z U < L) -:ram W ❑ ❑ V M � z N M O O O z O N Z o J — U) M N z 0 i—J +n w U 0 W o V, C rNLU ai r U o ¢ ao 0 c W co M R-9 � � Z 4 L.L E �o Q� Qo E_� oLL zoo z© (p �0 W 00 f o o 0r o OQ L zWz Wz VJ -6 G p Z$z W Fo � OU �m 0, z ca ...I aw 7�5 a O 510 Cl) Cl)- W Mw m �0 oz �3 �r o w� >0 a .� O J >O Co �. Co F� L (0 j (.0 CD CD _I T � _ U CIOm LO r � (n QI O O � coN Orn N r Q co LO T ai w M (D o Z cc Z � N ON d U J Q J JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. 2 A 0 8"x8" SMOOTH TEXTURES CORBELS TEXTURED CEMENTICIOUS 001 FINISH ON C.M.U. CD Mimi 35S F.FL. IMINMERM-111M 11 1 1 1 1 go I 1 1 16070 OVERHEAD DOOR +3" SMOOTH TEXTUVED BAVA 12 T-0" RIDGE VENT 3068 FRONT ELEVATION — 131 14'-0" RIDGE VENT SCALE: 1/4"=1'-0" 12? ---- --- --- A 7- 12 5 5F SHINGLE OR TILE ROOF PER eel COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 7 T.O.M. - - ---------- HDR HGT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH F.FL. ------------------------------------------------------------------------------------------------------------------------------- RIGHT ELEVATION — 131. SCALE: 1/4"=V-0" 3'-0" REV. 09.24.21 C1%j C= C%.1j cn C= Cs4 C-4cc W Zw— C= cc C' Cc C' C"> CN c::k C14 O O 11 C 7, 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. Uj A, 04 -0 0 All, .5 U)n o at 13cn c-, LL LL U LL I WC/5 :3 M N r— 0 Z JIL W 0 2 T 0 Lr) Z M < C\1 C') < d x 0 z 0 < Nj 0 E3 (D co U*) Q) (-D 5 4-1 0 LLJ U) E 0 U) IRS Cl> 0, z < C6 E co Lj Z< a Z@ 00 zO c3 E 0< '0 C) azz z C'o co gz< 0 '0. z WU5 C) o o Z� >O C: 0 C) ( Lid (D co CD j CD (0 cn C/) LO (n C') 2 C:) LL C) U') U) (D E 0 z co z E fn E 0 30B NO 23-04911 SCALE : AS NOTED SHEET NO. 3.1 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 1 m I i- LO I I v v to CD COD' O O I M J I cn I LO LO LI Cn v O 1] CD O CD O rni C, I r'M rn N N O / LO v Cn O CS+ L I— Q C14 O v a E N N E O S v O C J d C O O U J CV O LO cm a 0 LO CD m v a Z 0 J m O -10" y- 6-0" 12 5� 5068 SGD 4' OFFRIDGE EXTENDED OVERHANG Ti BE CENTEREE ON DOOR 12 �5 T O M ( --------------------------35SH ----------------- --------------- ---- REAR ELEVATION - 131 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" LEFT ELEVATION - B1. REV. 09.24.21 e� 0 cet Celli ® r- ar- ea r� N c0 C4 p [V t O Q r N �. C7 W E ¢ CC U ca tr am W Rn c E CO ®. v 0 CV O CV CV O LO CC ke 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. Y r' - N I� W v yy U0 N O Ci WOoD ®��a N N m M J N OLL J W W O_ 'r) 13 m c � rn y CDi � Y 3. W Z LL� cn d aNZ V N M O U U O M Q N C) O O O � aNa Q — � N ^ / L' n' N M Z Ih C W V O LU ® W U 0 N U, � E s rY � Q N o C.0 cM'J U— J oz 3 ¢ w z Ll. E y zo zo Cl- O E U z pa FC' ?O O O p G O O a Z K Z <❑ (6 wg m O H D Z o �� w a nw W m V zla ¢TTi00 O > w LO F— i W M tY1 L ' /� 4 , T C Q O � N I co LL N M r Q co L � T— cc m M 0 Z Z E O ii y m E U C a Q p JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. 3.2 1 111 -a I�-n 1 - -- -I -- - - - - -- - ---6 - Irl - — I ----� r� -r - 2 1„ iv 2" N 00 1- VARIES "NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2„ OPENING VARIES 2" 2" DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N ^ iv 12" 1"RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1" t4' CAP 1/2" RADIUS 1-54 �� VARIES VARIES _ "' C81 MIS MIV SIN CAP CO 1" 1" iv o M 22, VARIES 12 VARIES rIN 1 1 1 1/2" RADIUS T 4 34, 4„ fMld' _ 4„ 42" MIV N �co .TN 3„ 31, 3�� 4 q VARIES 12 ,,, ,,, 2 2 c� 3z" 11" 31' r' 1° 1" 2 1/2" RADIUS BASE r Cp BASE 3�� rN 12' "NOTE: VARIES 8 2 3„ ZOE FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING—� 2" _K " d'N 1" 1'-4" 1" 7—� 2-° I rot ::1 ' O fV 1-1/2" THICK 1-1/2" THICK 10 _ 21 n 4 IV - � k, 10" _ iv CO _ _'N M 4'1 U 2 I N 2„ 4„ 3„ 6' 2„ W co — -- 1-1/2" THICK 32° 21„ 4 2 4 52 1 5 52 IN _ a" 1" 12" N 2` o 54„ VARIES VARIES Iq 2 ryw LL T(Y� I Nj • VARIES VARIES 4„- r--------- N I 00 I _ { "2- �M 3z �Q �1' il Ail, Q`� KEYSTONE F11 0 - OPTIONAL ' 4" GARAGE DR. OPENING 4" _ - t� KEYSTONE F11 00 OPTIONAL 3 4 ' 4" WINDOW OPENING 4" 4" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" _ 2 VARIES 2" (D CO 1 " _ � � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/EPS MATERIAL IS ACCEPTED 3' -8" 4" 3'-0" 4" 101, 1,_4„ 10.1 14 1'-6;, 1a' 0 12" 54„ 2'-1„ 1 _12, 7„ 54„ iv CV 1 o N cli CV oo O ih c� r �Qo 1 " 'Q% 11„ z (V I „kk - GENERAL NOTES: T� � I I • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH +N 0 c^� > c; a�r— m c eo�CN 1 .. u CL. N C9 C= a- N e .r c.r � c c y V G yy CU (n E ro a W M C O0 GV C4 O E NO L,ee 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 W 10- IMF Q m, �s v N 0 N �y V O :3 LO N 'D a Q a; @LLL u J W — -O 0- d Y {3, z LU qW ` CP m N ¢ J Z N Z OU 0 .' < ❑ ❑ M � O Z < UI ^ v ! M Zrr�� 0 O ` V Lt3Q � U O N o Ly N uns V) F— (n U U o (n I Q N �� ti J W c'M J OZ z Q c E a O 4 ry 01 o E U wz z oa F@ CI o ? o DU a E za rO CD IT a a o W w z s� m 0 o, > m 1 �' ID aw � Z c� os g o T o�a= y W o m <� all F o w i° V z<la� O S �( J LO rn M Q 0 CID C) m LO � W Q cn M 0) I N FL 0 N LO r co V) s— N E « c C0 0 Z Z E O N m m d E 0 U a N Q v c 0r JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. F1 CM x J m -a- LO 0 C N 0 0 ro Ln 0 I i J m rn to v o 0 v, 0 O J C> 0 I N L0 L0 0 tT lJ7 0 3 a M 0 a 0 x 0 J a 0 0 0 J N N Lo 0 0 0 LO LO im U 0 m ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER KD.W.P. WEATHERPROOF DUPLEX OUTLET tt�G 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 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i [ PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FW TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT hM ELECTRIC METER ELECTRIC PANEL -i� DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 1\ �ll 00 #14 to lights &outlets C w/ NEMA 1 10 #12 to appliances and GFI Fp q6HTl 150 AMP/ 200 AMP #10 to WH o 01 #8 to Range #s to Hvac MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING o TERMINATION PER 51 200=410 in 2" Conduit Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. LP PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE t HOOD PER SPECS \ T \\ PENDANT AS \PER SPECS / INI< / DISP/4 �sqL FOR >ISI� AFE I r GI \\ I D.W. I o I • I 0 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE ---WIRE I FAIN O RM / ROUGH -IN FOR ` \ OPT. CLG. FAN/ I,1GHT PRE-WIRE6 BEDROOM�� / E ROUGH -IN FOR / OPT. CLG, FAN/ LIGHT PRE -WIRE • I E BED�bO�ih � 1 / �D 1W JC.M O / / �ROUGH-IN FOR H_ OPT. CLG. FAN/ I / /B R�4WIRE S. V V F I I GFI I I I I IIENTRY I I I I ------------I I I I I I I I I I I I �- 7V"i C. I I I I I I ------- --- --J GFI @ 44" A.F.F. iF------------ I 1 I �1 I I I I 1 I ► ► I � r � � I GFI @ 44" � I A.F.F. I GFI FOR GAR.DOO� 2 CAR GARAG EGFI I I I I I 1 O I v.H. VERIFY LOCATION 1 ELECTRICAL PANEL L_IRRIGATION _____ A GFI @ 44" A.F.F. RECEPT. I - FOR ALARM VERIFY METER H.B. SYSTEM LOCATION WITH BUILDER 4. 15'-0" ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" C c C O W r o c so c, — m � a a G W r3- N C J= c � r 3 ev cs � c � ¢ss C5 —g M N 0 N to LO r o a If 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 E o o ro b N0-0 0 V (V N 01 qk rn !: ll C 0 ��- N LL y H a Wrra r�io� a aS a LL u- LL N * Z U Z ��rn vSo ° A L O S m m W W �� L m co . � r w t IL co MZ ¢ OU = N U n — U ❑ ❑ ❑ Z W U z N o o 0 W N z a � J - a E3 M U0 z U v1' o LL T Cn LLJ O t) CL, rn 1— U r— E ° I r =. U Q 0 N I� o w M J ZO¢ , z C � oCL �o z� w�z ❑ e 20Zo 0ra o E oa ❑ ¢z w= -C3 0 , m 0 0' Z�j m "o m aw o= UUJ Q o � Z Z a 0 W m `& oLL E3 o w =a X0 ;o Ia o �( J LO LO co CN LO to QI O - N c) L� d' N o in Lt) co r � V)) T E a M o z m Z M E Q y v E U ITS c a Q 0 -j JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. 4 �- l -IT - - - -- - - II'. I J.. �lh l II iIll 1 Yr. �l, - I , I j I 7-- 1 -L i -Ir I ROOF PLAN — ELEV—Bl SCALE: %4"=1 r-0rr .ems >� a w a a o t-1 N �-am st N d o N � s W •' � � G Cl � G GL � M N O N N O ii p OF -a, v 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 V � � C N n 0 ' H co 7 U) 00 a) c0 # J AI / 7 N O �chv 25 � C -.J z U- Lu J LL LL 5 a II1n� V 13'if- d Y . �. _ti.. — 6 f6 C � fn 4 W O O p N N F O r ' T. T °. m •� W Z � w J Q Z ZZ C, CO Z N - O U U O N M O S co � QN pQ (Z N ^(�' M z a rum" W `o � m U 0 w to cn .-- w f; i^4•. F„ E — R � I z� U a N o Q u� o o J � M J z0 , r z z U- N zo K ym Z p zp CL 0 E U o0 wz oa t— N O L z¢ [O ro a o z o w Z Cn C a ¢o �¢0� O U mO Z m 'nm Q W Qv w O� Z Z p QO W CIO a m �� w0 aw �~ - J o w� i° v oIaz Q 3 LO LA N m / L T U) o a N , ^ Y , � T• , O `1 N c r � - Q co N Liz �— ai � w c M o Z f4 Z O E 0 W a N tl E U o w Q c c —� JOB NO : 23-04911 SCALE : AS NOTED SHEET NO. 5 -� T- _ - - - -- �F ,L-:it i J i m LO �1 L v U J 0 -o 0 I N i m I rn LO LO v to co 0 ca �I 0 I M N N 0 / L0 u7 Cn C O a N 0 v a Q E 0 Y c J d C O v U J N 0 0 6 d K) 0 L 0 5i 0 0 z 0 z Q J m 0 C C V 1'-9o" 3' T-0" 01 H.B. 5'-10" A TYP @ 1 STORY S3 U.N.O. 3'-10" 1, 6' 6'-0" T-10" 2'-1064' L, 5'-1164' A $Y 5'-4" Cl) ........................................ `_%�� :. l ..... .....:::._ _._ _._. .....,� o_ Ct d AC PAD -0" \ \ \ HVAC CHASE--=------- I\� \ BASED ON ■ \ LOCATION \ 16'-0" 2. ga., 6'-10" . ' :: r il} I I ■ 01 -3 1 /2" DISID } I I in in S3 \ r = _ r(- -1 -l� - - ; : :: C) :: III A N o S3 \ \ \ D.W. I III �� II 0 III :: T I` I S3 -1 LO �- — — L - \\ \ E--_-- ill -_ JL=_=_=_�1 CHASE TOISL6 D- - - II� I I TYP@ 1 STORY U.N.O. ■ \\ PROVIDE 1 2" RECESS C L_____ _ �______J C J I II OPT. i' ' -I- c� CJ ' CJ 1 y{-• ■ STEPS AS REQUIRED I FOR SGD. REFER TO \ KITCHEN ISLAND III REF. j; ; : • • • • • • • • • • • • • • : • • • • • • ; :: _ 10 104" _ PER FIELD MASON'S SLOPE FOR \ LOW WALLS III I, : CONDITIONS I WIDTH \ \ U 4,_0,. I \ \ 16'-10" 12'-10" o \ INDICATES FILLED CELL w/ 3000 PSI \ \� — — — — — .— — — — — CONIC. GROUT FROM FT. TO BEAM \ ....... :::::: ' ::::::::.... .... '..:... . ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3bQb PSI CONC. 1 TOP OF CONC./ PAVER TO BE - (2) #5 REBAR TYP @ALL PLACES SHOWN I SLAB FOR HERIV�I�DO 0'-0" ■ 4'-8" T-8" 4'-6" 0. VERTICALS w/ in 4" BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY \ \ FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CONIC PROVIDE %2' x 9 %Z' — SLOPE STEEL" SLAB OVER 6 MIL VISQUEh N\ RECESS FOR FRT. POOR ih M I L VAPOR BARRIER \\ \ 2'-6"x2'-6"X1'-0" FT 'r' I-4" S3 r so 2,E 108" \� \ 9'-58" W/ (3) #5 E.W. -3 �0 \ \ ■ _ - \ \ . . . . . . . . . . . . . . . . . . - \ T_ I K CC (2) #5 REBAR 2-1 co rn S3 S3 Ak S3 VERTICALS w/ in TYP @ 1 STORY I =� ch AHU I I FILLED CELL I 2'-6" x 2 6 x 1 0 U.N.O. 3, 5. 7._1., W/ (3) #5'S E.W. �: �:-] 2'-6"x2'-6"X1'-0*TGT : �-,-` -- F----Ir(2) #5 REBAR W/(3)#5E.W.-�==1- L J I I I ��-) } : SLOPE in FILLED CELL :. I . �� ' ' I OPT. D 11 I II OPT. VW I : -3 1/2"VERTICALSw/ (-_-�1. :::::::::. : -------= -= ih 6-3"1'-10" Eh N a� ■ - — CJ 'CJ — CJ T 2 -74 T-11" 1'_ EDGE OF SLAB 2" BEYOND WALL � J =n N V �t S3 T M24 1 S3 "2 ■' 2'-6" BUILDER TO PROVIDE O 0'-0" APPLIANCE PROTECT ON I WHEN REQUIRED PER 4'-0" 12'-1" FBC (2) #5 REBAR N �\ :: �W.H.�� = VERIFY LOCATION VETICALS / in L-------._— --- �11 / — — 1�-- ------� i —�iv ELECTRICAL PANEL ----- �— FILLED CELL ------ �..—� 60 ..�/r... A S3 TYP @ 1 STORY 5'-75" 6'-43" U. N. 0. 1'-6" s a 6-0" Mffm= VERIF METER LOCATION WITH BUILDER 15'-0" 1'-4" FOUNDATION PLAN - ELEV-Bl 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 110- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" u ° "° #5 CONTINUOUS ". REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. A HORIZ. REBAR, TYP. U.N.O. "Alternate: - - The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" M N Ca .r C, .s s s¢c c car r�- �+ � -ss cr .a 4P c � M 0 N N O _c 6 1 ;_0� r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 6d24R �p Q rill, ad O E Op N U N C o o 0) � 'n m',, ' 0 Y coN M N n0 LL d� a Y In s2, VZ y 13 M V CU -Lw LL w J w (1' — o a �e � L 0 = : i W `. z. ;, O 0 Z Q - M 1- t Z N - O U U O Gr r a (D Z N M 0 0 N z o � CL U) �N z 0 `o LL 1 ' T w � CC3 0/1 (/ ! w o �y N usa E s �•. \f O N ti co N m 0 MID o z¢ Z w z Q E U zo �� >M zo oa H r6 0o o E "0� p � dZ ¢ o< �z wz _� �o.0 d C co J �Qo° p U Z F �z ¢� W cn 3 a 3 �o 0< w� go az ww o w w� '0 i° v o�a ar cc) 3 LO rn N /�\ CID 10 T U) N m m LO T Q O U) �' N C) tca N f Q M L T Z E M o Z Z E O N @ C co 0- U -1 Q p 3 JOB NO: 23-04911 SCALE : AS NOTED SHEET NO, 6 : T - F___� 1 „ , 1� . E . V :11 I I __F_ I _F____T_T —ram- r ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE fSQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38,22 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 M/16) or 1Y32" EXP. 1 (3�/16) TILE: 1V32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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. I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 1 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 100011080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C IEPDXY _ _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 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 1480 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 (B) (A) I OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 w0 (A)---� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER) LLCJ Cj . r04 Uj co q t 13 c0 IL o Cl72 LU ) U) L) 0. 00 CIru co D LO n 65 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" dn � c >w Z � o s c' c� —f ca c cv V7 = GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load ._ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MEMO MINrW0101 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID CV o :'t . � U O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. I E M M Mo No TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY M J W 8F 16- B/1 T a J z WH 0 Z 6 L QUANTITY OF tNOMINAL. WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cT-f precasf7ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° a a0 d ° .M.U. #5 REBAR AT TOP ,4 d GROUT MIN. (1) REQ'D 1-1/2" CLEAR d Ld v7 < � C.M.U. 5 REBAR AT=rnw BOTTOM OF a U)-' LINTEL CAVITY o U n "*-BOTTOM Ou:JUOZ REINFORCING ¢ ¢ (7 ¢ 9 r- 7-5/8"ACTUAL PROVIDED IN LINTEL w m 4 =' Ct 5 REBAR AT BOTTON JOMINAL WIDTH (VARIES) U)� X a N AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=V-0" CM CV O ewe M c o c mc�C14 «d C W E1 co c a •y T] N i E c is ,y Cu c cn m E v C'7 0 LO No H ,_•_ r.• To the best of the Engineers knowledge, information and belief, the structural plans and specifrations 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. r r fit; xa'�' "rrlec�v .,.. W ,} r`9 Q V E p N 0 0 Co z5zS LL fz' \ co -,zr LL u, C -J LL (� 13 5 J u_ 5 a. '-uJ a C'3 )t Z m °c "T a L tD p 4 �, 7 (D NCO 511 W Z LL J N 0 aL0 0 ' $ aN � O U Z < Q M � N M 0 0 N � o Q � d � r M `o W 0 C w C Um 0 V) u, o [v y tlOa C law E 8 = I O N In d 4111 N m 14 r` O J W CO J Z g C E � Z o � Z < !Z � ECU V a Wz Z oa t0 �� ?O a a C O COO ro yd-2 oZ w it � V? z O Y Z O, Z� 2t _I i`� �z o cn �, S� w g � w CD2 m 0 a= F H _� �O -' w F 0 0 IIIIIIIIIIIII' V w ' zf¢ 0 O = �6 J LO °' <t 0 H (.0 G Ise r ` m co LO T +-+ <C O V) co I N 10 N co r Q co Lf) r m E M in o z Z Z E E o � co 1 E U 4 Q JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 tz 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 18INCHES (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 TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A IN ANDCALCULATIONS,REACTI NS AND FLA. REG. PE. AND SHALL INCLUDE: DRAW DRAWINGS 0 BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . 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 TOP OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE 0 0F THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0, ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3,2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (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-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 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 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4, 4, 8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" 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 'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4, STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. p y u g 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete over pol>Ir 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 Any construction Is complete, Including landscaping and Irrigation. 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 licensed a 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 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" 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. en CV C 0 W C P1 a n O -o m s< n c"-n. cc = o. W E a> =� «,-0 v �» ® C, in co � c E cu. v M fV 0 CV CV 0 r X 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 i' F• Q oT E O co N Y V 0 O o 0a c m _0 w � w Z x1 m y o it W O o 2 � � W m J 05 rnIL U) cv Z Q Z J O U < L) z W El El (D z N (�J _ O o Z m � � o ¢ n-1, z o W LU ® ° U :50 L �R U) (� F- C.7 G - J E n l 8 �'.. o 0 m N ti o W M M z a z Q J_ `o >� zo Cd E 8 �o o wz aN Wa FCT (6o �o 0. O CO ¢ 0 o ¢ ao wz W ro c � C:O 4 o �= U m O aE Z m m ¢Z n o g o W c C) o oar W LL 0 ao az t/l W z� p] o� �- �3 o w¢ �o M a x =�a ° 3 .0E2 C:) = L0 0 rn N �\LO ICU i _j r r Y U) a N M m L , O r *-a U)Vl QI O -1co N E o O T- LL 04 M LO IN C ai E w c C0 o Z co Z E O of m a E c c� Q o JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. SN It I --I .. . I I I - - - . _ - - - - _ -- _ _ .. __ . _ I III _. i l',i '�� ill ..: I . i-.: T-_...i f - I - - I - . _ _ _ . no_ I m I rn Lot LCII L CT 0 0 0 cD O a I rh m I �I LO LI 0 16 16 -41 C" 0 I N M cV N LO LO 0- Cn R 0 R M 0 d IF a E 0 J i n.. •5 J CD r7 0 L 0 0 a CN LO Ln 0 w Z M 0 J m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I'1 1`� .... 1- E x.. . - d 16GAx1-1\2" LONG (3/4"-1" CROWN) I :: :MAX STAPLES @ 6" O.C. VERT BETWEEN �16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 1'-0" 0 9 0 LO GAS METER 0 o - � U 9 N $O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" 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 * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 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 2x _ + 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 + ° FILL CELL-- STD. 90° HOOK BOND BEAM SIMPSON MGT CO w/(22)10d w NAILS TYP. GIRDER TRUSS IX > STD. 90° CONT. #5 BOR T. #5 HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN � CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID I BLOCKING TO MATCH # OF 2nd FLOOR L Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to - web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 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 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher th— I Fnrnh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d 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 I lca 3" (10dl nails at R" n r. 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 Bearing Location Series F Depth End Intermediate 0 BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 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 R BCI60sO 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 5/8" O 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 E 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.* L 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.— t O- 6' A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 z" 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" ;'"' a F: S.; 3. '• .r. {7 Arry 16 joist - 12 __. Sparc (ft} 16 - 20 24 Te {y�e V 11" T-Z' 4� ryes F -nJ�' 1'-P r �e L..3'-1 ..st+y 9' Z4-4 .-ye2' 3-7 1-'" V-1'e 1' ' L 1 r]G'" L q'-3' F {3-gyp' -91 2-4' tI'A1 2-1P1'" +�y+j-4" ' ' L 4!-9' �-F 6 ' 114y, 1-11, 1'2" 1 2" 1' 7"" 2-5' 3'-2' 3'-10 4'-3'" 6 7" 4' 7 2' T-U' 1-1" T-2" 1 2" 24i' 3- ' 4'-0" 4'-10" 6-11'"7'-11" S'-11'" T-0" T-1" 1'2je 1'-3'" 3-T' 4'-9' 6-10" T 2' 9-4' 1 g_e,10'-oJ," 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. 1%2' 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 1Y2" 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/C CHASE 4" PVC SLEEVE THRU STEM WALL A - 00 FINISH GRADE Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° ° I SEE PLAN FOR °• ° .. FOUNDATION INFO a. ° d' ° STEM FOUNDATION GRADE \ Filler block. REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top `0 mount hanger load exceeds 250 lbs. _ - Install tight to top flange. a I`IIl®i11= I n dI i--I ll-_ �' 1/4"-2" gap N r Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A i_ Z (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION ® o. I. 1III�1IM1) a billlli�Il PLUMBING LINE PVC OR SCH40 SLEEVE .4 a •. a1 1=1 11=_I 11=1 11-1 I I d AA II —I •. TIIII.II' ``-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0` CENTERED @ PIPE PENETRATION a ° TrPVC OR SCH40 SLEEVE _ PLM N NE U BIG LINE 4 • a'd .' n CID Z • a • ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d ° ° d a. d a 11=1110 III `II I IIII( as °—III ;I i a ° -ICI �I a SEE FND. PLN. SIZE & REINF. Cv Z -o CD "U �vCN x N � O Q o M O N CN C> CD 7 m 4 " r I.T.- C`: F ,.v (' �. To the best of the Engineer's knowledge, information and belief, the structural plans and spermcations 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. 4 b' E o o O N U o N t71 5, O C D r 3 Q W w G ` � N CD J co 52 # u U C Q t9 J 2 LL W L 55 d J a- n Z 0 v O W @N m r°Co 4 1'y,i Z IL J Z §' z N co J0 O U U o W El M co z N <:, 0 0 Z N z o � J 'o M v �-1 CD `o LL ' Tl RiW � 0 L1u g wos N f6 �- 6 �o C Co I ¢ OO Y o oo w z Q U ry E z ;io �m aN CZ p E U o � z z p ❑d Uo p O 6 a� 0O < z 9 <Q �Z Ww i- ¢ o m o� m J m 2 W �z F� zo U.)3 T 0� a z < W W O M¢ ¢ du ~K ?3 J o w, ao pia o N 0 LO LO CA Q\ L (10 O T ^ U v, al NE a) N C CD o M N Ln �--- LO T 6co E c iri 0 Z Z 10m � E (n m c`o a E U J Q a) JOB NO : 23-04911 SCALE : AS NOTED SHEET NO. SN 1 I m I Ll Lol IN J 0 0 c0 a I M I ml LI Ll v J 0 0 �I C I M i M N N L0 L0 5 v N O .a Q L NO 0 i v a v CD 0 L C i 0 v J LZ to O LO ;j v 0 0 a M 0 LO °5 0 d c7 Z 0 J m 0 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 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 P ° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM -III L=I I (=I m ' ' I I —III —I 11=III- I. I I I —III • I-III—III=III—I II=III=1I1=1I1-1 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE ' I 11 F-I I I —�' I=1 I=I 11=I 11=III-III=III=III-III=III=_I I' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING-IIII CODE 7TH EDITION (2020) III=III=III III=III IIII I IIIIi IIIIII II I II I I Ill i lII 11— RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 518" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CONT. I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING SEE STRUCTURAL 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. _1v117 _jvr ,�r 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ 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. TOP PLATE S.P.F. DOUBLE 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" "T BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-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.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8-x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 ATTACHMENTS - 2/ 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV.4-3 1/2" z 31/2"MIN. 31/2" MIN. A.F.F. � _ o --11� � �31/2"(min.)-4" - b ° . _ _II I/2"(min.)-4„ •. — = I —I 11=1 I F- co C31,12"(min. - 4" 1 II —I 1 —III I IT- 31/2"(min.) - 4"-1TI=1Ti- j —fTl I I — I_TI—Ili I ICI I 11�T--III 1' ` =I 11=1TI l —I 11=Tf=1 I I I —III W I �I l i i�l (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 GOr'" L't Pam' S�EGS�GGP� M SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT FILLED SOLID W/GROUT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 8" C.M.U. TYPICAL SEE CC/S3 OR c„ LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT W S PLATE WASHER TYPICAL PLATE 3RD LAYER 1/8" THICK. K.O. BLOCK FYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR ARCHITECTURAL FINISH WALL SEE GG/S3) *SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB m AT GARAGE CONTRACTOR MIN PSI MAY VARY PER rn 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 C E ' 71, _ r � 0 6 MIL VAPOR BARRIER II ; D �r 4 II g _I • • 11= CV COMP. SOIL. III T (COMPACTED TO 95% - MODIFIED PROCTOR I I=1 I =1 I I=1 I I I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'4' (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q3") OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z �M 7-111 00 —I I f=1 I '�• I-11r SEE A/S3 OR J/S6 I I II l IIIIII„, I, I IIII- FOR REINF. INFO. 3" MIN. CLEARANCE 14" (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. w/ (10)10d NAILS #5 LAP SPLICE - T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE u `I �. z_ GRADE 40 MIN. F - 40ksi #3 & #4 LAP SPLICE y- MONO OR STEMWALL z_ ° .p r, - - - , p, _ FINISH GRADE 00 M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN=T= FOR CLARITY O° 6 MIL VAPOR BARRIER i I I P P ° I I o 00 —T I = I =_ -� LI=1 I I —I 11=1 I—, _ T I I—IT_I= I I-1I 1_1 I f= r #5 REINFORCING BAR R 1 7/8 —� i Z NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W p U g 1 II III �- r�-1 11= I 1111 I [=1 D ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO . I—=r1TIi:1:11 �jl I I= I III—) I . 1 11—' T NOTE: _ � I • e �I I ��I I �I- *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) Irrr�Ir� �Tr IIII 11 4" 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 — ° • ° -1 i I-1 I I - - - - - (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' Cl) --'' I -1 I DTI=11 I— .' � • ` • TI-_I I �r I I-- 60 I�IIII � I I •• .. 1.41 I� - �I�I °�� :• �IIi� SEE A/S3 OR J/S6 -I � 1i 1 1111 j 1111- I I11111�- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CD CONT. BEAD SEALA� Q INTERIOR a. -3 1 b ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB co 6 MIL VAPOR BARRIER (2) #5 coN I = -IICI I I, I I1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" V-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO - ° TOP OF BEAM & LAYOUT DESIGN a I I I=1TI=1TI; N SEE ROOF PLAN00 (2) HTS20 FOR STRUCTURAL r _- d T, I I�, , IIII, IT BEAM SIZE & _ 41. N _ CONNECTION INFO M ° 8 _T . • �111- 2x4 #2 SYP P.T. FRAMING w/ I I �' �� MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 -�, "�-rI "-� 8 z Q ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE xa SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 —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" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD —INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN r> CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS z GRADE > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) c� • T WWF OR FIBERMESH c, � a w o v ° ° BRICK PAVERS or SLAB PER p o " W • •,' • • z a /-COMMUNITY SPECS " 4" 1 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=1'-0" S3 0 -0 FIN. FLR.� I- FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 W O r MCA c �W..CN Q y T3® C CU W 'E�-� «cs E v CD M N O N 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 Engineer's signature and seal. M `ro M,e h Q E O M f.1 O N N QC'�� Iw Uj 0 C9 r• n N Ok w Q C J w u w o_ Z W 0) off 0 W . @ N _ 0�a'°' m Z w CON p a J M i N Q of O U z Z v U) El El N fh 00 � o � n Q �. N r M 0o � - C' U _ g O to LU oUML cn � U� C o N 0 o cz J < w o �o zo ¢N ° �Co = zQ oa t— rp g� -o o oQ o �z @ ¢ m 0 01 C m J 0, "m aw Z0 o w wF =F Lo M a= v 2k ° 3 2 O = >( J LO Q 0 O y ++ U N /_'� � • • mLO T U) ¢I O C')O o O M LO T_ ,— n r M ai E w M o z z = C)N Ecu 0 i E: a a JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 192 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri_"� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID . POINT UD W/ (3) 10d NAILS .F` STUD 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 ij/ ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE 0 GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. :TENSION FROM EXTERIOR WALL CE OF BLOCK WALL IS 21/4" Ct TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a a a 4 g STD.90°HOOK 8`11 LINTEL BEAM W/ (1) 45 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: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL i 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INFERIOR ELEVATION SCALE: N.T.S. SFF �AO'� 'V 2x CRIPPLES @ --I 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 CL 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 iARAG E OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. ��S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 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 1 (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 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00PA 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 K"Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 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 2x TOP PLATE co \�2-16d 2X4 PT STUDS @ 16" O.C. 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" L= AT EA. TRUSS VERTICAL WEB 2xNAILS . 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.STUD MAX. O. 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 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 Div J . G' O/ 10d @ 8" O/C S'T.4. 1 -:: �-_ ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —, 0 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON - SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) N. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE r- 2X BLOCKING I 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(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 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 f(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 N M � e o -®a0 • 0 4, r v • o® air dodo o em 0 M N O CV k _F 'J. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 {/ t3i"' E a M O N p o Omom =' 0 ' C .2 00 m N r N ui �� 1 rn N iii fY a i# C LL > J LL LL w qm —'rn L Y � L o t- i 0 0 I ��6_° m .Wj tit, w J Z .,< _6 - N Q m N Q = O ;111 i L W ❑ ❑ z N (7 o z N � o � Q n U) Ln zCzQ) .o LL w 0 V) ,.L, o N Ln r `u I , = E U o � c U • N 014 o z M J M0! h A 0 SSz z < 4 U_ E uco o z <� ?© ❑a n7 20 Qo o E 8 o< g"< H Qo <o rz �z CO c �< mo of N oY N z m 0 Q W go W C� T of W 0 2 z � coa& a w p M d- wa �O d F 03 zla LOrn m Q 0 � CO (6 O � r Y ,- U) �NLO r � U) QI O �' N � -0 LL N o N I.n CV) LO r N E w E M o z z E E O N 2 `m E U cc C IL 1 Q 0 � JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. S4 r - I TTTITTr-r —_T _ _ T If - _ _. _. _ - - -. _ _ _ _ _ 7 r _ _ Fri 3 J I m I ^I Ln LnI v 7 cna a C) O —I LO N i �I �I rn v 0 O 0 I i r� N LO CV 0 LO L O o- 0 a 01 ro 0 v Q y NC C 0 J 0 0 0 J CD cN 0 LO 0 0 a PM CV 0 5i CD 0 d Z S m 0 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9"SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [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 10IS5 MAX. 9�� BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS [� MAX 9 SEE STRUCTURAL NOTES AND NAILING IF >9"SEE 10/S5 SEE STRUCTURAL NOTES AND / UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL \ IF >a" cFF 1n/-q� 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ ., AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ' BLOCKING ' 7116" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. • ra x THROUGH CHORD 2"x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT z DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8 EACH JOINT w/ (3) 1 Od & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END / "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN /• AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING CM BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" Q.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32" O.C. MINIMUM 6 FROM OF O (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ T-O" 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"x2 1/4" 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 r X-BRACING, AND TOP fF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS -WOODTRUSSES `° 50 00 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING 1 1 2 1 ]12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10dEACH & (@ EA.10d TOE NAILS @ EA. END NAILS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT ( 2) 2 x 4 LAMINATIONS W/ (1) ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (3) 2' x 4' LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/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 = 4 1/2) OR EQUAL FIRST 4 ()ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 THE LAST LAMI AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) 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 NATI N 2x4 "T" ON TOP OF PANEL I L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3 @ 4' O/C L. 2x4 BLOCKING W/ (2)12d TOENAILS NON — LOAD BEARIG LOCATION P D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING ) SECTION 9 1-- FF SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;BOSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. TOENAIL 1 (2) 16d NA 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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) EXT. WALL CONN. (� NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT wl (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION JIIVIt'SUN J:&z W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 a CORNERJACK Y Q W z O U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1Od 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOMCHORD BRACING 2X4 MIN. � I — r wi C1 w 0 o ' O z O LLI W V m o o ' O ---- q o i O T X CD o wLU AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N W ® ..5 C= E Cc C"'2 _ ��C4 •' v N -V��, W = -= .. v w � 3 2 Z CE a M O N 0 LO :>r";I. t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, o � H o E A 8 i O _ N N 05 1N tO -° J � � LL � M � Lu 11 2 o- N G Z ' m L 42 w x a W o o2rnrn W to oo r Z . LO M Z a K Z J N O U U O W ❑ ❑ 13 N c`� o Z � N � o � <c -o d r M � z _ �-J 0 LL 1 cc Clj a Um O^ u.J L, ! �y N �N � w � d p_ E S e g, U ) N Q N �� o w M Q Q =o >N zo ZO O' �0 o0 0z< o Eo4 &Z ra_ t Qo 34 m� 0° t5� amz W � 3 0< w a z m < tt ou F � 3 o c� r w¢ yo aF zIa � 3 j LOL0 m N �1 co 0 co Y � U '~ r m L , ^ V: i T � al o � N o co o r -Q U_ N O C\1 LO co r a LO T— CD ui 2�1 co d M z E N v - ca CU U c E: _j Q p JOB NO : 23-04911 SCALE : AS NOTED SHEET NO. S5 v+ HiI co 1 rn i �I v rn- 0 co 0 M 0 I N I m �I LO LO `v to rnl 0 1 04 tM N N 0 LO LO v 0 C RQ 0 / 1.2 cn CL E 0 v i .s U J N N LO v 0 d r� LO 0 L 45 0 Z C) 0 0 m v ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16' O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 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. ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FURRING F(2) FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/2.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED 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 BILK.) 1 X 4 FURRING BLOCK HEADER - 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) \_ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K'7 SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK Z-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON 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 — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX, 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI 3APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N,T.S, 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'Y2' 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 i 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL c REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANTI=III=I I I -I I fr D TTi I TI�T� I- I—TI r'_ PRESS PANEL REINFORCINGINT S 0 PLACE - 6 MIN. LAP SPLICE W/ D II I- III. * COVER PANEL REINFORCING WITH P E HAL N TROWEL CO AN UPPER R F OF MORTAR BED AND OW SMOOTH. DO NO FURROW. _ REINFORCING PANEL — — — — ICI III- F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT T GRADEI- FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE �, ° 'p REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 \ D (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 01 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 MAYBE INSTALLED IN ANY OPENING. REV, 07.28:21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS �R THE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING W/ 2-12d NAILS (**) #5 REBAR (TYP,) 40 a TD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP, (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX: O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X0 + `' 4ENOTy + + + + + + + + .` + 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 Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS f + 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 QFF QNFFT M A m n SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8u DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: @ FIRST COURSE 11111, 411 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES a SOLID W/GROUT ' d d: FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •. d' OVERHANA L d. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 INISH FLO ° . .. �.. • ' •' ' e.. #5 BAR X D. 10 • • CENTERED W/ ° •a 9 H' IN TOP C:) KNOCKOUT/ -, ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. . AND SECTION DETAILS CLEAN FILL DIRT Z ° STANDARD CD o ° 90 HOOK N #5 BAR IN FILLED CELL, s° �: �. ♦ �. s• ♦ ♦ 1 w• ♦ ♦ �. w ♦ �. s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. a •� d -o O 4J a- c.i a\ o " r-s „mom Qci N % e . N U v � (n r � a M N O N CV O F, 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. 24 ' mmorom..'m W F Q D E o 0 M U N 0 W a) N ro 0 7 N n rn�Is- qM 0 Uj M V t LL W J U_u- a W a Z @ �� C?_ o 0: IN W 1 N r- W Z 0 R rn _ m w cc N Q co Z N = O U U O .. W ❑o N 0 z o � r` . M /h E (W \J a-1 - 0 V 0 ,,, o Uva LLJ c� 0 o w M M J v ¢ z Q U_ CL o zo �� >M Z. w° Z© o 00 Nilli o o E 01 0< c0 a z ¢O o �o Z ¢ Z C a O U .0 I Z m a) m Q W o< go T p 20 aZ y W I H m �0 �O <¢ '0 Mj M v �w 2k r o- U3 .J LO QCU 1-- CID � � a-+ r T U U) m N Q O N ai -0 NCD T L.L. M N LO �— LC) T E E o Z M Z 3 E O q N E U 0 C (D a Q p JOB NO : 23-04911 SCALE : AS NOTED SHEET NO. SS - -- - 7-F-11 11,-1_ i.. all h 11 ',m1 1 1 J h' — Fi I vv/ ---Ivu %,W L ,l I I\VVV vv LLU CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER rLRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP wj 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 TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN w/ MIN. (4) 12d WHEN #2 SPF8" BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO CENTERED AT SIMPSON HUC410 w/ (14) R 6HEADER FOR CANT. 2x8 BLOCKING NAILED @ BOTTOM INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS O SPLIT E6) TIE 1INTO BEAM SEE d BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x7 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED OF SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PLAN CONNECTION INFO FOR COLUMN SIZE REQ'D ONLY WHEN INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT 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 EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C}CINDICATED ON BM. OPTION A CONNECTION INFO OPTION B OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BMSPLICE OVER . CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM ATTACH SECOND PLY MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. = w/ 3 ROWS OF 16d DIRECTION TYP. NAILS AT 24" O.C. • A • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS AT 8'-0" WOOD MAX TRUSS iC •iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON ZSEE TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYPUNO 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION CONT. AT7TIONAL CONC.MASONRY ADDITIONAL INFO. . .. . 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT o ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL °° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER - SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @INTERIOR BEARING PLAN 5" FOR MORE INFO SCALE: NTS 3 4L SCALE: NTS J COMMON B M . ATTACHMENT $ WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS jgk VARIES 2x STUDS @ 16" O.C. i ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ SIMPSON SP1 w/ 10 10d ` ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON h NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2 w/ () 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER . 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W1 VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ ROOF SLOPE N SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - - — - - HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL aa� 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN �, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. ° SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT �39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS 77 DETAILS & SECTIONS d CD a cc M CL 37 CU0-�� c r, -C2 spa � cj M 0 N N O C 'yygy•M •y„ � , d J, 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. S. s p � O o N OI cN R :? co W N W '> 00 Jz zd vi u'7 M V 3 qk LL LL " 33Lu Z wEL —tip a Y r= " Go r o 0 u W .: W W O _ m N '62�rn z IL co o . J � NZ a M 0 N W F OU O Z ?() W Go ❑ ❑ M L71 N M O O O � QQN O Q — a N N z (u C7 o LL 4-1 Cn 0 � U Li1 � 2 I U o N " r2, s ®� N o I� 1w Mo M a W z � a u_ �� Zo E U o� z z® oa FT (13 0o 0. p E a o¢ o � �� w� a�� W z ¢= �= mo s� 7 m m Q W oI go W c� o LL <o z NLL z �3 o M wa ;o a = °O 2 �C J LO �--� < � r Y r '^ U) mLO m O fn N 0-)Q I � N N LO o �— U0 T E M 0 M Z E O N a ci Q o JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. D1 -.I . -I_ _.I f I FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4%1" BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6'. USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER � EXTERIOR CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 1 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) _ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUxTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under ,� R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO BE USED. weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 O wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade flashing and seal with tape D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P p Y p Y Y p p p Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF-ADHERED FLASHING 1 SELF -ADHERED FLASHING ' Exception: Where the barrier that is applied over has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER water -resistive wood -based sheathing FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING -� 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g g pp UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and g g p p j p 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO Ms^ AMIFRO 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 OUTSIDE EDGE OF MASONRYALLY WINDOW BUCK e VERTIC M BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings •' SEALANT THRESHOLD O ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF IN z s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL VVP02) AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the REQUIREMENTS 2 BEAD BRIDGING following: CLADDING AND WINDOW FRAME z SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the fenestration 9 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE ` 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 2 Q AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING � 7 subsequent drainage. Openings usin an flashing shall incorporate flashing of protection at the head and sides. q g g p g p g FLANGE (SEE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. . - 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOUSETHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° 3/4" CEMENT PLASTER �N 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE � 7/8" Cement Plaster o "V' SEALANT SOCKET WITH JOIST °°4 ° d TOOLED APPROVED SEALANT SINGLE wooD BEAM d ° „ In accordance with 7/8 Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall d d ASTMC926 in accordance with SELF -ADHERED FLASHING � ° d ° ° a ASTMC926 ° d Felt backed metal 2 o ° ° .. r4 lathe in accordance - Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 y with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 ,� Building Paper Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , . • FOUNDATION WEEP SCREED , sheathing shea_02 Metal , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Insts Per Manulfac#Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) � oDRAINAGE Maintain Stampede or similar Bottom of cauk bottom PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT W/2" Soc2"reedjoint only w BARRIER (WRB) RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK > BOND BREAK WEATHER RESISTANT BARRIER BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed Above PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATH ING, PLYWOOD, DENSGLASS r� Manufact. Specs. 1'4' PER PLAN ? Detail Instructions 1'-0" PER PLAN 2 I I WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the p SURFACE TO TOP OF Cement Plaster Decorative Finish numbered Items In the list of Instructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 ®®°® ®,®, All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8' CMU 3-1/2" INCH FLANGE over wood 2nd ®®®'' ° ®° ®® outside corner will 2. Install flashing and weather resistive barrier to form water shedding floor • ®®o°®®® need to be miter --- -- laps 4" OR 8" CMU °a _ - _ = I ° ®,o ® cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) z Z STRUCTURAL FRAMING ° ®®°®,®®® ®®.®°` butt joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a g g IIbecaulked using embedded in the adhesive layer) - for ease of installation and to a �a �STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts °CC 4 ° d LU THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE, STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and 4 e ~ = � cn CONTINUOUS BACKER DO NOT SEAL. DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° ° U ROD & SEALANT DRIP SCREED PLASTIC Minimum ° ° SLOPED MUD BED ° w = w a ACCESSORY I �; BOND BREAK WRB 6. Fold as shown by arrows ° ° 4 Q SF LATH �I 7. Angle of corner may vary, adjust folding of the flashing accordingly to U) � fit tight to corner 4 VINYL SHOWER PAN ° ° ° O Note: 8. Mechanically fasten as necessary °° SLOPE The building paper and metal lath must be Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster o US BACKER ROD 4 4 ILI 4 a &OEALAN 1st floorover a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER . SCALE: NOT TO SCALE W C. i s .s m v r•s y Ccco 0 aria cw Cc sa a as CID o VU o M CV 0 CV CV 0 0 y a , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 N 9r7 /a� Li 0 6 o C\IO W g N � ��,o? V/ r- r - N O _J ti a tz 4 Z -1 w m�� a a, w = 'CC NCO W W _ mDo 05 w Z 0 Lr) 0 Z aka J H N Q of O OU Z W U) z N M O O � o � Q J a2 N _ r- M N z ( `o l 4-1 0'� ti W O V) Of C � r2 w U y C U7 0 N 0) (ll� o w o, z _1 w w ZCC,© o t U aszo z oa I- (D � 0 00 CL O E O r ❑ `0 rp wo ww ra < o 2!s� CID J '¢ w 5 sy F �z zo Q W L) O a0 U d w F o w¢ ;o LO m �\ CU F-- L co O r Y . T '�' / 2 v ai N m - LO r � <C ,41 O V) N cn I -2 N N O Ln rco L_ T E E 0 z ICUM Z E O C cc a- U J MICU Q 0 JOB NO: 23-04911 SCALE : AS NOTED SHEET NO. W P U�RR/ �:QNE Mounting Brackets (1 J Gaucglei 4-1,12' x 4-1; 2" x 2-12" See Anchor SOIL -dine Baits 112° Do- A115 i ltr. I� #14 Dell-ur lling: screws Af'C ltrTat FitrttLrnn Ec1e ■ Fittrrine Strap i (Tit ffirsl, I its front) Front Cross Support (i5y°i'yf l Ctd t t0 �, Lt?#t Bracket � lei CTe�itC,} Seli�-Clrl�in'g Sl;rev'i�TttTil k�rr�t:ic�t5 & Back Cross Support Into AIC unit Botill Side (Typit:al' 3 each side for hurricane use) Washer; f Sell -Locking Nuts 'l-I .. 1naLg.tuur.rn azti6euciirns arc FITIVILIcit w.g5.Loch Hatrnuxc :Asr &dpz, t':gRJeipdfrsd R.E i 1 Dia riviii vAgidhlia, upon tcstal C twkoa& red aft afitil l Code .tlrg_- version Manufacturer Affirmation 2020 Smart Vent Products, Inc. Category: Spucival Components SubCatooi Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registerad Architoct ora Licensed Florida Professional Engineer F.L#5s22-Re, Produiits $ao.# em her or Na me 1 !M540-510 2 SmertVeni Modal#1540-51 3 Smartvent Model#1540-520 4 Smart Vert Model #154D521 5 SmartVam Mod el#1540,524 6 SmartVent Mod.)#1540-570 am'dVent Mods #15400.574 CQ* ZXM Version Manufacturer R-tawn 2020 Drexel Was. trip, Category: Roofing Subcategory: Metal Robing CampEanca Method: Evaluation Report from a Florida Registered Architect or a Licensed Fronds Professional Engineer FL#17679•R6 Products Sao # Product Model. Nulnoer or Namo 1 D,axal Mate) Ro.Mg Systems Sack Cross Support (May be cut to W) Right Bracket 06 Gauge) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Imill or comact Enalneer& Licensevalidated f3v btcheal Graham Hermes F. No-ero P.E Locke Bottden P.E. (877)441-8366 PE73778 (334)300-18OD infocsmadventcom Product Description Dual Fun ctim F sod and Ve W,bon Vent Duel F..idlon Flood and Ventrad.. Vent Insulated Flood Vent Insuhned Flood Vent 16&out; Garage Door Flood Vent Woad Wall Insulated Flood Vent 14:8&qud: Garage Door Flood Vent Page 1 of 1 121182021 Data patp Dato Pending ffi4 validated submitted FBC Approval Appr.y. status 12`1612020 12/16/2020 1228/2020 Approved Quality Assurance Approvedfor Use Approved for Use Impact Droalan Contract Expiration Data In HVHZ Outside Ill Res(Manl Prominent 1 2r312023 Yes Yas N1A +1001- 100 12+372023 Yes Yes NIA +100A100 12i312023 Y. Yes NIA +100f-100 /2f312023 Yes Yes NIA ♦100A 100 12f312023 Yes Yes NIA MIA 121-St2023 Yes Yes NIA *100A100 12131/2023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail RIc .11ty or Contact Enalneer&License Yalidatari av Jason Shumate Zachary R. Pdedi Looks Bowden P.E. [5021303-1511 PE-74021 (334)300-1800 Is hunet.CDc asxmat.com Pa9e1 oft In42D21 Date is pare Pendlno ate Validated Submitted FBC Approval Aaororetl States 08/102020 OM912020 08202020 10113r2020 Approved Qualliv Assurance Aoproved for Use Approved far Use Impact petition Product Description Cadract ibroi atla, Date In HVHZ outside HVHZ lihotIshint Pressure DMG 100NS, DMC 15 ass, DMC 1755, DMC 20D5, 121'312025 Yes No N/A +0/-180 DUG 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 4 3I62D23 J .:. NO - ,.Date - Code EnUN a D Date Pending 0-90 y rye Vari Type M,ufactuisr a Contact Enoinear&License Validated Se Validated Submitted FBC Aovraval A-veStatus Revision 2020 Therma-Tru Ccrporahgn Steve Jasper- Lyndon F- Schmidt P.E. Ryan J. ring. P.E. D4/1512021 1213112020 04f222021 Dsroa i Approred Category: Exterior Doors e0o1843-7628 PE-43409 t813j76T-8555 SubCategory: Swinging Exterior Door Assemblles sias"morQthermatru.c Compliance Method: Evaluation Report from a om Florida Reglstared Archltectora Licensed Floritla Professional Engineer FL#2aal i4R5 Products Quagty Assurance A,,,-d for Use Aooroved for Use Impact Design S" # Rill Model- Number yr Name Product Descrplion Comb 6d Elrolration Date in HVNZ outside HVHZ R-israM Pressu(g 1 e. Therms-Tru Flber-Cleasicand Smomh-Star Ncminal(58439:8 &quot:lmpact8quat: Opaque 12/31 rz025 No Yes Yes NfA Composite Edge Fiberglass Single Doff inewng,'Outswing: X configuratione 2 to. Therma-Tru Fiber Classic and Smooth-Spi, Normal 6&#398 &g rtlmpsdt&quol Opaque 12f312028 No Vas Yes N/A Composite Edge Fiberglass Single Do-rith aidelits(s) onswingfOutswing: XO OXor OXO confgurahcns) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Ncminal 6039$ &quotlmpat&quot'. Opaque. 12/312026 No Yes Yes NIA 4 d. Therma-Tru Fiber-Classlc antl Smooth -Star 5 s. The -Tru 'be-Classlc and Sm -S r inn FI r oolh to 6 f Therma-Tru Fiber-CIassi-rd Smooth -Star g. Thera-Tru Flher-Classlc had Snlodh-Star 8 h. Thera-Tru Fiber-Classle and SmOsh-Star 9 i. Therma-Tru Flber-Classic and Smooth -Star 10 I. Therma-Tru Flber-Classlc and Smodh-Star 11 k.Therma-Tru Fiber-Cassid and Smooth -Star 12 I. Therma-Tru Fiber -Classic and Smooth-Sm, 13 m.Therma-Tru Flher-Classic antl Smooth -Star 14 n- hera-Tru Fiber-Caand Smmth-S[ r T a 15 o.Therma-Tru Fiber-Classlc and SmoolhSlar 18 p. Thera.Tru Floor -Classic end Smooth -Star 17 q. Themva -Fire Fiber-Classlc and Smooth -Star Composite Edge Fiberglass Double Door wrin or without Sidelites rinssdng/OumWing: XX .,OXXO configurations) Ng-Mna18'0.&quat:IM;,t l&qudC Opaque Can .site Edge lass Single Coa p 9 9 g n. fOutsrc n I I ,xagnn uremm 9 9 9 Itominal 6&#300& uor Ion cl& poi O q Fire 9 papa m Composite Edge F gerglaso Single Door w m S dellhis) fins'uingrout-Ing: XO, OXor OXO configurations) Na'rnnel 8943" &quorlmpect&quit Opaque Composite Edge Fiberglass Double Doo-v:ith or ,nth out Sidelites un-Ing/Outsxing; XX or CXXO configurations) Nominal G'8 9quat;Impectkirof Glued Coi++poslts Edge F dergh. Single Ooor (me wing/Outsaing; X tonAguration) Nominal 6&#39:8 &Ounaimpaelliquot Glazed Composite Edge Fiberglass Single Docrseilh Sidelile(s) irsuingputsti.tng XO OXor OXO cmfgustiens Ncmin9I 6&#39 8 &qua Impao&quot Glued Composte Edge Fiberglass Double Doowith or 'Wtdout sidentes lnsvin Outs n XX or OXXO f 9 bU configurations) hloninal 8&#39 0 &quit Impaat&qual; Grazed Composite Edge Fiberglass Single Door (Inswing(Outswing; X colt9unation) Noninel 8&439:0 &quot:lmpecl&quol; Glazed Composke Edge Fiberglass Slbga Doorwth Sri s/ tinsunngroutsning: XO. DX or OXO coifguradons) Norvnal 88#39;0 &quo,lmpact8quot Glazed Campos t. Edge Fihergle., Double Door with or w.dhout Sidelites (InsninglOutsning: XXor OXXO ccgfi9urauon Nominal 6&#3oBm&u"mp-d"d IGlazed MoldetlOPen campsite Edge Fiber ass Sin gle e Door flnswing/0 t i g Xoonfgu atom Nordin 6&#39'8&q at'Imp ct&q ot,:Glazed Mold Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sidelite(si (Inaeldgloutswing; XO, OX or DXO c figurahism) Mammal 6&#39:8 &quot:Mpad&quote, Glazed Molded Open Composite Edge Fiberglass Double Door with orrwithout Glued Molded Open Sidelites (Mawing1Outs.t IrI XX or OXXO configurations) Nominal 69#39;88quot:";tt&qde Opaque Composite Edge Fiberglass Single Doorwilh Molded Open adelit i(C IlnawingfiCusea r,g: XO, OX Pr OXo conngurations) Nommal 6&#39 8 &quol;lmpact&quot Opaque Cempeslta Edge Fiberglass Double Domwlth or oath out Glazed Melded Open Sidelites (Insveing/outswing: XXor OXXO comIgurations) 12GI/2026 No Yes Yas N/A i213i/2026 No Yes Yes N/A 121312026 No Yes Yes NfA 12r312026 No Yes Yes N/A 121312026 No Yes Yes N/A 12r31/2026 No Yes Yes N/A 121312026 No Yes Yes NIA 1273.12026 No Yes Yes N/A IW112026 No Yes Yes N/A IMIJ2026 No Yes Yes N!A 12312026 No Yes Yes N/A 12)312026 No Yes Yes NIA 12/3'L2028 No Yes Yes N/A 1WIQ[326 No Yes Yes N/A Florida Department of Business & Professional Regulation page I oft Building Codes and Standards 1612021 Product Approval Application Detail COO Entity Date Dalm (fie Pending Des, ,Type Version Manufacturer Contact E-near & License Vantlated By Validated sabm;u,d FBC A,-,,[ Ater-cl Status Revision 2020 POT Industries Jens Rosowskl _ Miami -Dade SCCO- CER Miamt-Dods BCCO - VAL 11/192020 10f2612020 11242020 Approved eaegary: Emarlor Doors (941) 486-0100 (7ae 315-2590 Subcategory: Gilding Errand, Door Assemblies jraaoWakl�+pgfMd05H1ea.0 Compliance Method: Certlflcal-Marko Listing om 'FLW251-R33 Products Ouahty Assurance A wed for Use Approved for Use Impact Design Sag Product Modal. Number or Name D Product ascrlptlon ContractResistant2tloa Data in HVHZ outside HVHZ Resistant Pressure 9 SGD-8670 (Large ".it. Impact) 1fny1 Siding Glass Dow OV142021 Yes Yes Yes NIA March 6, 2023 P1710"DRURCT APPFR`OVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized can the construction project fbr which you are applying for a Category,/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR [BOORS A. SWINGING Thermal Fiber -Classic and Smooth-Stag(NON-IMPACT) FL20461.1 + 7.01-67. psf 121311202E Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 + TO/-57, psf 1 /311 0 6 ThennaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2026 B. SLIDING MI LI'Vindows and Dogs Series 420 FL15332,1 - FL15332.5 -40.01-40.i pat 12131d2024 PGT Series 5570 NOA 21-0. 05.03 +381/-383 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL 'Mayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200#11 3 (15 7) FL8248,10 +30,01-33.5 psf 12/31/20.23 Mayne -Dalton Series 8000/8100/8200 #1124 (15 7) FL8248,11 +314,41-38..3 psf 12/31/202 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 507,707,727,747,and 847 Single & Pairs of Doors FL11537A N/A (see inst sht) 12/31/2025 2. WINDOWS A, SINGLE HUNG MI Windows and Doors Series 185 FL17499,.2 +60,01-50.0 psf 101812023 PGT Series 500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/--35,0 psf 6/17/2027 Pella Corporation Pella 10 Series FL18803 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55,0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-50.0 psf 41312023 PGT Series 5520 FL2415 NIA 4/3012025 Pella Corporation Series 10120 FL94 + 50.0l-50.0 psf 7115! 2024 Pella Corporation 10 Series Flange Fred FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series, 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 NIA 12131/2023 E. SOFFITS Alside Solid and' Vented' Vinyl Soffit FL15272,1 - FL15272.2 +75.0l-75.0 psf 12/31/2023 Alpha Aluminum, Inc.. Solid and Vented Aluminum Soffit FL16544 R5 +54,21-54.2 psf 7/30/ 023 C. OTHER 4. ROOFING PRODUCTS k ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A N/A 12/1 /2025 B. UN ERLAYMENTS Tamko (for Shingle Roo 151b Felt Lndeia me rat FL12328 N/A 612912023 PIyg lass USA, Inc. r Tile Rory POL`1S11CK TU MAX FL5259 111 12/23/2023 C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp. Off Mdae Vents FL18918,1 - FL10918,4 NIA 9/9/2028 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12131/2024 Lomanco, Inc DA4 Exahust 'Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Eoral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/3112025 S oral Tile Saxony 900 FL7849,15 - FL7849, 20 NIA 1213112025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SS, DMC 175S1 DMC 200Sf DMC 5V FL17879.1 +01-180 12/31/2025 5. SHUTTERS k STORM PANELS Global Protection Products Galvanized Steel Storm Panels e FL15075.1 - FL15078.2 l''A 1213112023 All American Shutters t & Glass Galvanized Steel Storm Panels FL17889.1 N/A 12/31/2023 6e STRUCTURAL COMPONENTS A WOOD CONNECTORS/ USP Structural Conn. c see chart ANCHORS Simpson Strong -Tie see chart E. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999A Ni 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, P;SL, L L FL6527,1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of in spection of these products, the following information meet be available to the inspector on the 'obsite= 1 co of the product approval, 2 1 1 � py p ) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1252022 Product Approval Application Detail Cr' �� r - , - � . , � � ,-y Code Emilyr gas Date Date Pend lie mate, T_ Version Manufacturer contact Enalneer &License validated By V to Idated submitted FBC Approval Approved Status Revision 2020 Therms Tru Corporation Steve Jaspersan Lyndon F. Schmidt, P.E. Ryan J. King. P.E. OMSM20 07A212020 1 1011312020 Approved Category: Exterior Doors (800) 843-7528 PE-43409 (813) 767-5555 Subcategory; SWir Bing Exterior Dog Assemblies slaspat-n®th-a tru,co Canpliahee Method: Evaluation Reponfrom a OnFlorida Registered Architect ora Licensed Florida Professional Engineer FL820470-R3 Products Quality Assurance Aoprovedfor Use Aporovedfor Use Impact. Design Seq# Prgduet Model liumbarer Name Product DIRSenption Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure I a. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&9398 &quot Impact8quot Opaque 12Y31P2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswang/Outsw ng; X confgLsimn) 2 b. Then a-Tru Fiber -Classic and mooth-Star m S Nominal &#39'8 not Ion act& not Opaque &q . P IM112022 Yes Ye Yes NIA t lts Composite Edge Flbarglass Single Door wrath SdeNoW {InsWngl0u1svnng XO, OX or C)XO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3$8 "lmpact&quol'. Opaque, 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Yath or rotthout Sidelites (lnswIrWOubdoing; XX or OXXO configurations) 4 d. Thearre uFiiber-Classic and Smooth -Star Nominal 8&#3SD"Impact&quo,; Opaque 12012022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door {InswinglDutswring; Xconfiguration) 5 e. Therms-Tru Fber Classic and Smooth -Star Nominal8'0 &quoklmpact&quot Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door a th Sidelites) {Inswing/Qutovying; XO, OX or OXO configgurations) 6 f. Therms-Tru Fiber-Classlc and Smooth: -Star Nominal8&#39:0 &quotlmpagt&quot Opaque 12/312022 Yes Yes Yes. NfA Composite Edge Fiberglass Double Door Wth or wthout Sidelites (Inswing/Outswing; XX or MO configurations) T g. Therma-Tru Fioer-Classic and Smooth -Star Nominal 6&939;8 &quotlmpect&quot Glazed 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Do., (I nswnglOutsw rig; X configuration) 8 In. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 &quotlmpact&quot Glazed 1213112022 Yas Yes Yes NIA CQMP.$Ae Edge Fiberglass singb Door with SidelRe(s) (Insw rtg/Outsw it g; XO, OX or OXO configurations) 9 i. Therms-Tru Fiber -Classic and Smooth -Star Nominal8&#398 "lmpact" Glazed 121312022 Yes Yes Yes NIA Composite. Edge Fiberglass Double Doorwth or Without Sidelites (Inswing/Outswing; XX or OXXO configurations) 10 I. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 8'0 &quotlrpact&quot Glazed 12-1312022 Yas Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) 11 kTherms-Tru Fitter -Classic and Smooth -Star Nominal 8&S139;08iquot;lmpact&quoit Glazed 12f31r2022 Yes Yes Yes Ni Composite Edge Fiberglass Single Door NAth Sidel3e(s) (InsvringlOutswing; XO, OX or OXO configurations) 12 1.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8'0"lmpad" Glazed 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Deorwth or Without Sidelites (inewingfOutswing; XX or OXXO configurations) 13 Im Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39',8 &quotJmpact&quota Opaque 12/312022 Yes Yes Yes NfA Composite Edge Fiberglass Simple,DoorwAth &quot:Non-Impact" Slderbe(s) (I nsvmlg/Outswing; XO, OXor OXO config urations) 14 n. Thermo-Tru Fiber-Classlc and SmeothStar Nominal6'8 "lmpaI,&quota Opaque 121312022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with "Non-Impact" Sidelites (InsWriglOut-ng; OXXO configuration) 15 0. Therma-T. Fiber -Classic and Smooth -Star Nominal 8'D &quotlmpact&quot Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with "Non-Implect&quot Sidelite(s) (I nswing/Outswing; XO, OX or OXO config urations) 1s p.Therma-Tru Fiber-Classlc and Smooth -Star Nominal 8'0"lmpad&quota Opaque 121312022 Yes Yes Yes NIA CompositeEdgeFiberglass Double Door with "Non-Impact&quot Sldelltes(ImmangfOtrtsw rig; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal8'8 &quot Non-Impact&qupt Opaque 12J312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswiriglOutswing; Xconfiguration) 18 r. Therms-Tru Fiber -Classic and Srrpoth-Star Nominal 8'8 &quokNon,lmpact&quok Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door oath Sldellte(s) (Ins+Mng1OutSa4n9; XO, OX or OXO configurations) 19 s.Thermo-Tru Fiber -Classic and Smooth -Star Nominal6&939;6"Non-Impact&quot Opaque IMI12022 Yes Yes No NIA Composite. Edge Fiberglass Double Door with or without Sidellles (inswingfOuLnving; XX or OXXO configurations) 20 t. Thermo-Tru F lb -Classic and Smooth -Star Nominal 8'0 &quot Non-Impact&quota Opaque 1 V3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Imaw d9fOutswdng; X configuration( 21 u. erm Fi er-C ss'c Smooth -Star Th b la I and nloo tar Nominal8&#3908 u N n-Ion act uotOpaque q of o p 8q1 12)312D22 Ye s Yes N o ! NfA Composite Edge Fiberglass Single Door with Sidelde(s} (I nswnglo.tswing; XO, OX or OXO confiaurafionsl 22 v. Therma-T. Fiber -Classic and Smooth -Star Nominal8'0 &quat;Non-Irrpad" Opaque 12/31/2022 Yes Yes No NlA Compgstte Edge Fiberglas; Double Door vhth or Wricut$idelitss (Inswingl0utswing; )O(or OXXO configurations) 23 w. Therma-Tru Fiber -Classic and Smooth -Soar Nominal Wilia9;8 "Non-Impad&quoy Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I-Wrigioutswing; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88li &quo0on-Impad8quot, Glazed 12131/2022 Yes Yes No N/A Composite Edge Fiberglass Single Door with eidelke(s) (InswinglOutsving; XO, OXa OXO configurations) 25 y-Therma-Tru Flbar-Classic and Smooth -Star Nominal 6'8"Non-Impact&quilt; Glazed 1213I2022 Yes Yes No WA Composite Edge Fiberglass Double Door wFth or Without Slidell (InswingfOutswthg; XX or OXXO configurations) 26 Z. Therma Tru Fiber-Classlcand Smooth -Star Nominal8'0 &gUot;Non-Impact&quoY Glazed 1213IJ2022 Yes Yes No NIA Composite Edge. Fiberglass Single Door (InsvnnglOutswing; X Configuration) 27 za, Therma-Tru Fiber -Classic and Smooth -Star Nomirnd8&#3g;0 &qu.t;Non-Impact&q..t. Glazed 12131/2022 Yas Yes No NIA Composlte.Edge Fiberglass Single Doarwith Sidelke(s) (Inswing/Ou[awing; XO, OXor OXO configurations) 28 ph, Therma-Tru Filler -Classic and Smooth -Star Nominal &&439;0"Norr-Impact&quo1; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites (lnswingfOumwing; X(or OXXO configurations) Florida Department of Business .& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 16121321 ✓r4y ,ir.` >>X,k.R1F„ W., EsT,%�. .u111uK1 e e%?'iLls.a`Yi' .-.act4r.S. rY, _ -,., 1`Y1 r ,.��:. ,Y..'�,y�pK,.d:. code t. Dats, Da a Dare Pending )Dte V 1#amrracturer TY2 arslon rt Cord Emm�eer&LI-es, a gat tl Validated By V li a Submitted Far Andre Val A �g Status Revision 2020 MI 11thdcws and Doors Brent Siflinger Luis Rob,n. Lomas Steven M. Udch, PE 10R16R020 I0JO612020 10P92(i 12f15+2020 Approved Category: Ededor Doors (717)365-3380 PE-02514 f7l7)317-8454 Sub Category: oiling EYte for Door Assemblies b,1JIMger@mhwd.com Compliance Mdthod: Evaleaticn Report it=a F odds Registered Architect Ora Licensed Florida P cf ssionel Engineer :F LIMS"iIARe Products Quality Assurance Approved for Use Approved for Uso Impact D.sim sea Product Model.Numberor Name Product Descrlptlen Contract Eubhatlon Date ,y HVHZ Outside HVHZ Resistant Prie aoug 1 SERIE5420 ALUMINUM SGD SERIES 420 ALUMINUM SGD ONO 12312024 No Yes No NIA 145-314"x808q0ot: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO. XX 12J312024 No Yes No HfA %&qu tp80&quot. PION -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 5GD REINFORCED OXO 1MI12024 No Yes No N/A 1453/4Aqua�6&quit: 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 1201/2024 No Yes No IWA XO. XX96&quotx96&quot: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12,312024 No Yes No. N/A 143&quot:x96&quit: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pp pp Page 1 of 2 1192021 '� t,, .,'_�'✓�, Th`'��'�r ., �``,Yi. �� .; r -. ,. _ d � ^aF,.:a .. `1 :=��- - • - _. ,T ..- ,-�, � "," .«6'.� _ ..., S '��`_,�.,r'�. „ Cods EngrY pr atop 0att Data P-01a, Data Tjrpe, Venilon Manufacturer Contact Enalneer&Lloens, yaldated By validated Sulorrillbed FIDC Amroval Aracerovad Status Revision 2020 waynsoaton,a dow. o170vamead moor Dwayne K-ish Job n E, States Je#rey P. Arneson, P-E. 1D112M20 0929/2020 10232020 12115f2020 Approved Corporatloo (330)763-8121 PE-51737 (Ka)821-52K Cabogory- Ekl.n.r Doors dk.mish@wayne-daltm c Subcategory: Sectorial Extarle, D or Assemblies Dm Compilar.""oh"d: EvaluationReport from.. Florida Registered Architect or a. Licensed Florida. Professional Engineer FL#B24 s-R23 Products - - DuallN Assurance Approved for Use Aoprovad for Use lbi Design a,so R Product Nodal. Number or Name Product Dimerlotlal contract Expliall Data In HVHZ outside HVH Kii,alstaint Pressure 3 80DO/81OM200#1105 9'Id- wIdth. 14' Mex height. Glazing 1X312023 No Yes Yes +31.00/-35.00 available in top o Int,a edlatosection. 10 8D00/810418200#1123 16 #38, Max Width. l4&#3e: Max height, Glazing 8 q g, 9 2r3 0 1 12 23 No Yes Yes +30.00F33,50 available in top or fn[eredlata sedbn. I 800018100/8200#1124 16M9; Max width. 146#K19: Max helot. Glazing 12nl2023 No Yes Yee +34,4008,30 available in topor ilite,medlet , section, Florida Department of Business & Professional Regulation Building Codes. and Standards Product Approval Application Detail PP PP Page 1 al 1l92D21 Code Entityar Dal Data Data Pending me r ig Version Manufacturer Contact Enolnear&License Validated By Yalidatetl submitted fRQ Approval A,,,,-d marui Revision 2o20 Curves Division of AADG. I hp Tom Rarely UL LLC Troy Bishop. P.E. 17111312020 17JOW020 12f2112020 Approved Categgly: Exterior Doors (641) 494-2813 f954)947-0880 subcategory: Extenor Door Components tom.'shatreesseabloy-ce Compliance Method: Certification Mark aListing m FLR11531ARg Products Quality Assurance Approved for Use Approved for Use Impact Design a-o It Produgt Motlel. Number or Name Product Desorption Contract Expiration Dare In HVHZ Outdid, HVHZ Resistant Pressure 1 Sur. 70T, 727; 747, 757, 777. and a47 Single and Parrs of Flush, Glazed. and Lo-sel single antl pairs of 12,01f2025 Yes Yes Yes NIA Doors hotloa metal doors. Florida Department of Business & Professional Regulation Pape I a 2 Building Codes and Standards I5)2D21 Product Approval Application Detail ,r.-, t -` ,�. '- �.- ,��. __. - _a - _ - ..-. a .'� .,,.- - �-_ � .•�� .. _ �t�;; � s .., code entlN or Dal. Date not, Pending beta am version Manufacture Garrimt Enalneer&License Validated Sir all uSbmilted FBC Ao,,,,l A,--d status Revision 2020 MI 101indoris and Doors Brent Si linger American Archltecturel litevon M. Uddr. PE 121172020 1, M 7M20 1127J2020 Approved Category: WindoWs 1717)365.3300 Manufacturers Assootetion al?) 317-8454 Subcategory: Single Hung h uilingai-Q.1,rd-rip Complla . Nfethod: Cerdficatlon Malk or LIOng Quality Assurance Anoravod far Use Apordead far Use Impact Design ear Prodrla Model- Number or Name Product D.-Intion Coruraci Explrazlon Date in HVHZ Outside H Flissistant Pressure 2 1855H 52X72 Fin/Flange, Frame IGJSG Single Hung iD1082023 No Yes No +601-60 Laminated Glass - - -6--0 (D U) O �r L O .� U N V O O C O O ^^++ W O Ill L- .0 cnCU O ^0 O 1 -0 .- ^^ ``}j vJ Y..I. ® ;31 Z tV �X`\ S L1J C t� i de, H-aJ5 a=a t.1 L7. n O r0 C-3 CV S7 k LL_ f- to M CO g'= ,� i fn -= N „= lA a, O tv r N X 1'S -- CIl C- H=-•, C = Y� N V r � 3 � CCs uS3 C2 s O y !Z C E O 2 L3 w W E W r O O U O 0- U V M O LM LLl Q W z J Z Q J a. SHEET NO. PA 1.0. _+� (1) Q) C_ I Florida U) —M a) _li Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business & Professional Regulation Pena i cf1 Florida Deportment of Business & Professional Regulation page 1 0 I Florida Department of Business & Professional Regulation Page I or 2 -0 > 0 Building Codesand Standards 1,25,2022 Building Cod" and Standards iiS,2021 Building Codes and Standards I 61,021 Building Codes and Standards I F22021 = 0_'.' =3 2 _0 __ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . L_ a) 0_ = (3) Q—0 0 L_ ��_ � � , �� 1-1-1--1 , __ ,I & 116111 . - � TZ" ...... ��Z"'Qirnkq I "z'rr i " s "� - Coca; Entity o Date Date Date Pend Ing Date "I . -1- I " � - " Code �f . . . . . . __ . - Entity o Coe MIS Me Pending ki = M -0 0-. Tvillice version Manufacture Contact Ena Inearr & License Validated B Validated Submitted F50 Approval Approved 5help Cod. Enifit, or Us nal Data peprifl., Rile Cod- Entity or Contact Ermlci Licarrans Validated Data Data Date pending Date Validated Submitted FRCA,,,-1 Approve slat., T".. viaralcan liftnufPcquanar Carried Encri-se & License vAidcatnid By Validated submitted F BC Approval Aalicadyod Status . -4� 0 a) Roviiii- 2020 Th-ce-Tru Corporation Steve J-p.-m L"d., F. Son midt P. E Ryan J. King, P.E. 10/07i2021 09`18=21 1011312021 12,I1512021 App .... d Inics, version Manufacturer CichIscit Englai fli UF,1,90 Validated By Validated submitted FIBC Approval Approved alidugs Type VrInamr, Manufacturer 0, Riailakir, 2020 M[ Wrdaws and Dopi Srent Stifingerr Amarcim Archithapt-I saven It Urich, PE Ilf22/2020 IV22f2D2O llaar=Q Approved (M 0 - U) -t'� Catiagory: li�xlaaricr Docrie, (800) W-7628 PF-43409 (913) 767-6555 Affirmation 2020 PGTInducarlos Jahe Resi eill-ii MCCO - CER all.pil-D.de BCCCr -VAL 11/3sJ2D2O lin5J202`3 1111112020 Approwcd Pay- ?020 Ml Widows and Doors Sri thafinipe, American Amhasentau Steven A union. OF IWFV2020 1010MG20 1CM912020 Approved Cwhagoi Windows (717) 365-3300 M-fid-re Association i7M 317�8454 SubCategory: SyAnging tEeterhor Door Asseml,lies ejaspersonothermatru.co category: Windows (941) 486-0100 (TaQ 315-2500 category: Windows (717) 385-3300 Miarumimun-Association ii`17)317�8454 Subcategory: Fixed baithngc,@rmyd.... Compliance Nethod: Evaluation Retictfromet m Subcategory: Sing]. Hung ji-oswilkiQp0indussiali Subcategory: floazzortal Sider bsu.9arQrh,d- Ciampill-Pia Method: Certification Mark or Li,dirg (D —0 0 —0 Florida Registered Architect or a Licensed Florida C-faillan- Method: Ciard.b. Wilk or- Ui Ora Compliance Method: Certification Mark Or Listing -= —0 Profeashorrail Engineer FL#239-R28 Product FL#153M-513 PrOducts FL*1534"14 Products = 2 -2 a) FL#2046i.R7 Products Q-11try A-ranes Approved for Usa Acrompedf,rUsis Inuaract [),,I- Appria"d far Us Approved for Use Impact D'skin am it Product Model, Number Name 0-lurrAscrucapic, A-,,M for Us, A .... vild for Us, ],,act D,,],,, Product Description Contract Expiration Outside ifVHZ Resistant 0 0- = = -2 3: Qu a lity A,su , In - ApprolvedforrUse ApprovedforUse, limpacl: Design sis"39 Product Model. Number, N ... Product description Compact Expiration Data In HVHZ Outside Hi Resistant Pressure 911111 Product Model. Number or fificinta Product Daegril Contract E,,I,Ai- Oak. in HVRZ Outside Hvl4z Resistant P ra - - or Pat In Will Prosi 0 Li- S.q # Produqtfibcdall Numbeirurfilarre Product Description Contract Expiration Date in HVHZ Outside HVKZ Resistant Pressure 2 SHS500 il-arg, ahead, fi-rip,on . Vinyl Si Hung Window tl vea Y.a Yos N)A I HS I* Fin .ndll`[� Franne 73.62 I as,jisi Glass 02/16i No yes No .5v-55 1 1 as PW 73 a 72 na,ltd,ol Glass 04103/2023 No yes No .80/60 = - - CK3 -6-0 - IM 1 a, Tharmai Fiber-Cassic and Smooth�Star Nominal n#38;8 Squcrt,.Non-Impauit&quat Opaque 1 W112022 Composite Edge Fiberglass Sirrgle Door No yes No NIA I*— (Ineviingloutsi Xconfiguration) D -0 2 It. Therma-Tru Fber-Classic and Smooth -Star Nominal 69#39:8 &quot,Non-(mpact8qti Opaque IM112022 No Yes No NA . E 2 Composite Edge Fiberglass Single Door with a) w Sdeine(s) (InsvyingiOutswing, XO, OX or OXO L_ U) -1., 0 cohl'gumficcre) . U) C- ii. - Co 0 3 c Thermc-T,, Fbor-Ci ... locand Smooth-Stsir Nominal 68939:8 &quotNoR.lmpauR&qi Opaque 121311202-2 No Yes No NA Co -6-i - Fiberglass Composite Edge Doubts Door vAth or - = � U) < vvithout Sidelites (Inswng�Outai XXor OX(O -0 . - configurations) 4 d. Therma-Titu Fli-Classic and Smooth -Star Nominal 7&#3" &cuttNon-Impacti8quot Opaque 12131,'2022 No Yes No NIA Composite Edge Fiberglass Single Door 5 e, Themria-Tru Fither-ClaSSIO and Smooth -Star IllisWrigiOut-ing; X Configuration) Nominal 7&939,0 &quc4�Non-ImparA8qucrt; Opaque 12131f2022 No Yes No N/A Oomposits Edge Fiberglass Single Door Ywrth I Sideliter(s) OnsviingfOutsi XO, OX or OXO comfig-ralmns) a 6 I Therma-Tru Rter-CLasalc and Srhouth-Star N-Inal 8'0&qu.tN.ntmpad1&quot. Opaque 1213112022 No Yes No NA Florida Department of Business & Professional Regulation P.9.1 Pri Florida Department of Business & Professional Regulation F.S. i of 1 Florida Department of Business & Professional Regulation larsai Pi'l Compo.itardg. Floargess, Sing 1. Do., BuildingCodes and Standards 15IM21 Builcling Coldesarid Standards ialz,021 Building Codes and Standards 102D21 (Inaroing(Outswing: Xcprnfigurzdtioh� 7 g. Thcmni Filb-Classio and Sm-th-Star Nominal S8A59;Q&quot.NcrnImPRFt&quoL; Opaque 12151=22 No Yes No NJA C-piceits, Edge Fil,crge-singlis Doo-Ath Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail SudleJrs(s) (InsvinglOulawng; XO, OX or CX0 "It- --- , � R � ' , �.2 'i " 7 W2 , �" -M N� I �� - _e__ M' I �f = configurations) 8 h, Therma-7ru Fber-Classic and Smooth -Star Nominal 6&#3g;0 &quotNonImpact". Opaque 121al 12022 No Yes No Milk Composite Edge Fiberglass Double Door vAth or Wthout Sidelites (Inswing/Outwding; XX or OXXO Cod- - � v, - Oat- aae oat. Reandlic, list. IN Code Dot- liat. Data Panona Date Code 201 �W& ", P-do, RI 4 configurations) Tv's, Wind- Manufacturer Csolad anal .... & lJospi Validated W Validated "mill I'SCAprincyal Approved 21AWE Type Wrallor Manufacturer Contact Vafirfiajal By Validated S,b,W,d "SCAPicoryal Apar- at-- Typ" Version Manufacturer contact Enalmer & 1.1conse Validated By Validated Submitted F13C Approval Approved Rau 9 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&039:8 &quict:Non-mpact9quct Glazed 12i3112022 No Yes No NIA Affirmation 2020 PGTIndjah-li Jime R-did Miami-oade Bi CER Mic,k[hade 9000 � VAL 1 V05OO20 1 1 10&2020 11,1112020 Aiipt-d R.,micin 2020 MI Wirdoes ar,d DP.,a Prent Stilngi Luis R Lorms, PE Steven M. Lunch. PC: i0j)(312021) IOQU2020 101ID12020 IMSM20 Approved Affirri 2D20 PGT Indi J.ns Rpai Maind-Dad. SCCO - CER Miirrnl�[).ds RCCO � VAL 1 imal)20 1 M5r420 1111112020 ApploJ.d Compi Edge Fiberglass Single Door Cel.q.ry: Wril-a (041) 48G-01 00 (78li) 315-2590 Caregi Windows (717) 365-3300 PE-62514 (717) 317-8464 C.IePi.ryr:Wnd,, (941) 486-0100 (M) 3i5-2590 (Inavrimg,Cutswinhi Xconfiguration) S.lbcal.g.w Flaed Jroscivatileptaindursailaso Subcategory! M.lr,-. billillnigeram1wil.con, SibC.triptry! M.N., ji-ocoocild(lipgrindUacreac 10 J. Therma-TW Fither-Clai Smooth -Star N-nniruil 5'i; &q.Ot;Npn-Imp.pt&q'ptr Glazed 12f3l=22 Corriposit. Edge Fiberglass Single D.orWth No Yes No NfA C-pla-Meth.d! Conti M.rk O, Lksbing I'm I Compliance Method; Evaluatim Report firom a Forid. Registered A,ahilehi Licensed Florida Compliance Method! C,difleall- Mark Or Lictog .in Sidelfte(s) (InsvArg/Outsi XO. OX or OXO F1.6413424 Product Prolec.i.rel Engineer FL#ZM-RI3 Product 11 k. Thermi Fiber-Classo and Eirrooth-Star configurations) Nominal 6&#3g:8 &quotNpn-ImP,sct" Glazed 12ii No Yes No NIA Qi A""".. A,,a-,df,,U,, Acier-rdforUsia vricai Eoldhia, 111*15363,11151irr,d�alha: I Quality Aaluarriano. Appar ... d for Us, Approri for Use Impact c-lar, Z Composite Edge Fiberglass Double Dow �Yith or S."A Product ModA Number Or Na- prodi Ithenrodytion Contract ra,i,Wl,p Dat' In Null outside HvHZ Resistant Pressure Amillit Product Model. Number or Name largiduct DOWI Won Coherent Expiration Val In HVHZ Outside HVII Resistant I'lose,re Without Sid.litse, (Irs,ving/Ousiving; XX or OXXO 5 PW-5320 ii-ag. Mi.she Imp.Ptl I � M,yf Fli W,d 04,30,2025 Yes Y Y.. NUA (1,011tvAceplano. Apearawadforli A-,v,d for Us, Inci Cali 1 Mut Ili pro for All Doors an d Win dows, Auminum hil 0512512023 Yes yes yes NA pOnfigundi Searg Model. Number or Name product Description, Cghtnla��n Date [is HVHZ 0,bildhe RVHZ R,,I,t,,t Prescoutim 12 1. Thermi Fiber-Cassic and Stricoch-Ster Nominal 7'0 8,quottlNor-Impactliqui Glazed 1213IM22 No Yes No NIA ,P,rawct 2 G4 Vertical Aurrin- Mullion No Y',, yars WA Ciorrr�ipo.ttia Edge Fiberglass Single Door (Ins,,ving/Outsviing: Xconfiguradion) 13 m Themi Fib-Ciiii and Sm-h-Sc- N-irrof 7&Ai &qu.t;N.m-IrrRscc18i G1 ... d 12131J2022 Composite Edge Fiberglass Single Doorv,ith No Y es No NIA Sidell-le(s) (hei,vinglOutavving; XO, OX or OXO configurations) 14 It Therma-Tru Fbar-Classic and Smooth -Si Nominal B&as39;0&qudRN0h-ImipivRRF4uc� Glazed 12)3112022 NO yes No N/A Z On posits Edge Fiberglass Single Door (InsWrigtOutswing- X configuration) 15 c, Th.rma-Tnu Icb-Cl-sic and Srooth-Star Nominal 8&#a9;0iquot,Non-Impact&qucRt Glazted 12al=2 No yes No MIA Composite Edge Fiberglass Single DdK,r Wth I sid.lrta�af (I Ps,ringlOutai XQ, OX or DXO configurations) Florida Department of Business & Professional Regulation 1"ag" I a i Florida Departmeril of Business & Professional Regulation page 2 of 2 Florida Department of Business & Professional Regulatior P.9i 3 a4 16 p Ther.a.-rip FlIber.Cl.senc and Smooth-Slar N-1-1 B'0&q�ot;Non-Innp.ot" Glazed 1213112022 No Yes No NfA Building Codes a rid Sta redards 11512021 Building Codes and Standards IGM12G21 Building Codes and Standards 3[W2D23 Composite Edge Fiberglass Double Door With or without Sideliteis (InewingfOutsiiting: XX or OXXO conig-i ProdUCtApproval Application Detail Product Approval Application Detail Product Approval Application Detail W 17 it. Th-li Fbar-Cla-iin .,it Srrpoth-Shar Nominal 5&ft39:B&quotNori-imiPacbl3Ktuct: Opaque 1213112022 No Y as No NA �N�'�"'� "' - 1'1=_'.1 nm_=� I r.. ' 1 . � �L lel.-1, I I �' 1, I -1 � " Comli Edge Fiberglass Single Do,orvyth ' k is r. Thermi Fiber -Classic and Shrooth-Star Transom (Insveng/Outswrig; DIX configuration) Nominal 39#31J;8&qcdt,NonImpact&quot, Opaque 126112022 No Yes NO NIA Cod. 11 11 I'll Entity., Date PM 0%, Nridno PRIA Code Entity a - i2r.- ON. Date Date Pendina Dat" Cv,d. I - lardit, or 2A.- _D41 Data F"fidlinat Date Composite Edge Fiberglass Single Doccirvich Sidicif,(s) and Transom (lmy,iPg1OuiAr,q: ONO, OiOX Or OJOXO ocrifig.ratior.) TVI", V,rapin Manufacturer Revision 2020 James Harde Building Products. Inc Correct E.mn..& Licens. Validated EN Vilificated Submitted Pad Amisi Approved states Chad Diarok, V. Andrew To, Joh in South�rd, R E. 0110512021 12JI4M20 DIM/2021 ding Paid Apti zyak v"oh R ... ion 202a Aside Cooled Eni ... r III, Lic,ne, Validated By Nick Thompson Lyndon F. Schmidt. P.E. Plyan J, King. PIP. Volidatad submitted FBC Aisconi A,,,,y,d status 02J15,2021 02i'1512021 02=021 001a`2021 Approyed Type Version Manufacturer Reviam 2020 OAF Enair- Is Loorni Validated By Validated submitted Flific Approval A,-v,d Micheal Stan Roban hilannic.ir, John W, K,..,I,h, PE 12,19/2022 12M712022 12t2D/2022 02ID7/2023 Appir 19 a Thianni Filb-Claaah,, and S.-tl,-Ste, Nominal 68M9;8&qucR.NomImpactacIuct; Opaque 121311f2022 No Yes No NIA category: Partal Wait, (909) 545-8359 FIE-81062 (352) 367-2526 Category: Paral Wall. (330) S22-2389 P 5-43499 is13) 767-6555 Category: Rocifling (800) 768-3411 PE-5D166 (D54) ?T2-E224 J I Composite edge Fiberglass Single Door vvith Subcategory: Siding chrid.dit-�sr-oah-11, It.bCatestricy; Soffits ruh-&Iad..- S,bC.t.g.ry_ Aephalt Shirignee, p-stialr@grif ... Sidelita(s) (I r.vvmg�OubaWp9 XQ, OX Or OXO Compliance Method: Evaluation Report tom a ac.m Compliance Method! Evaluation Report from a Compal.c. Method: Evaluation Report from a MJ Continunus Head and Sill corrilgurations) Fl.ni R19patIcad ,architect Or. Licensed Florida Florida RigleteocclA,,chitact.r. Licensed Florida Fiords R.gl,d.oadAr.hft.Pt or a Li ... sed Fford. 20 t Therri Fiber -Classic and Smooth -Star Nominal 8&939:0 &guc�.NOmIrTad&Rl Opaque 1 D3 V2022 No Yes No NfA F'Of-lon.] Er,gi- Pcfeai Engineer PIONse.l.n.1 Engineer M Composite Edge Fiberglass Single D-mth Sdeii �rntrimqioutavvmg: XO. Ox or OXO F Jet 3192.RG products FL*12272-R5 produce, FLAIMUA33 laroduets 5�_ -, �Li , = C* 21 u. Therrinei Filb-Clasgic and Smooth-Sar Continuous Head and Sill configurations) Nominal 6&939;8 &qu0tNon-impapt&quoi Glazed ID3112G22 NO Yes No NJA Assurarrace Approvadfarilso Anorovool for Use Impact 00sly" Qualil A -what A.,roorrel for V. A-,,y,d for I),, Inanest D.,hop 0sualityAssuparpos Approved for Us. Approved for Use Impact chostur) " � .�_ 10 11 Composite Edge Fiteng lass Single Door with Sea 0 Product Model, Number or hanthe CoQuality arogi Desgriligh, I'lli Eittillisall.11 pace In KVHZ Outside hill Resistant Pressure Sao 0 Product Model, N.aai or N.- Product D ... do- Contrad Expiration Date In, HVi outside HVHZ Resistant Pressure S-09 Product Model, Number or Narm Product Description Contract Expiration Date In Hvi Outside HVHZ Resistant Press,, W W.J Sceite(s) (Insi-AngtOutsvifini XO, OX or OXO 1 Cepupl,al, Lap Siding fter-cament lap siding 12J3112022, Yes YOP MIA N/A 1 a. &.quc(;2T&.quot: SOW Vent or Sc(ld Vill Bonn 1213112023 N Yes No N)A 1 GAP Asphalt Roof On ri hor use In F Do nicii Fiberglass reinforced 3i larrilrel 5-talb and 12,I16,2025 No Yes MIA NIA cn = Continuous Head and Sill configurations) 2 H,,dl,Ple.k L.p5difirg tic .... vaint hip.ldning IMU202S Y. Yes MIA N)A 2 b. ItcuotXhance 148,quot: Soffit V,nt.,S.fid Vinyl 8.111, 1V31=23 N yes No N;A J.Nadloti.no hpiridge asphalt ahIngitse I e- ti - = 22 v Thermi Fber-Classi,, and,9mooth-Star Nominal 8eJlga9:0&qpctN.mrnPad&quct; Glazed 1213112022 Composite Edge Fiberglass Single Door ,vith No Yes No MIA 3 e. 6quot:Greepbrier vintage Beaded&439: Soffit Vent or Sold Vinyl Soffit 12J31,2023 N. Yes No NIA w- N L C:L Il = C-1) Sdefii (Irls,,Ang�Outsi XO, OX Or OXO 4 d. 2,qud:D5&Qi Soffil, 5 . &qn iii , Diakaql soffift Vent or SOld Vinyl Soft 12i3lQ023 Vent or Sold Vinyl Boffit 12,31=23 No yes No MIA No Yes No rQA _E M: M W " .= = >.g 2a w Thermi rber-Classic and Shrooth-Star Continuous Head and Sill -fligurstli Nominal 6 a &qp'tr Non-Iii-paill1q.at, Opaque 12�31/2022 � No Yes No NLA 6 f 8q..t:S.p.r-;�..8,q..l:; Scild Vent or Sold Vinyl Soffit 12i31,2025 No Yes No MIA -1) - __ = 164- at. u M = , Composite Edge Fiberglass Door Peuriblevitith Vented - -1) C, .= 04 .= Sidelithei firsvAnglOutswing; XX XXXor>O= 0, C= M 24 x Thermi Fither-classic and Smooth -Star configurations) Nominal 8U�0;C19quotNon-Impact8quit� Opaque 12MI2,022 No Yes No NA - C-4 - �;g Composite Edge Fiberglass Door Panels vvith Vented 2 W EL = 0) acelibei(s) (InsvoirgiOutswing, )O� >Q(X or >000( . = E - = 25 y. Thar-Tru Fber-Clamicand Smooth -Star configurations) Nominal 6&939;8 &quat,.N.mIppac1&qiuot, Glazed 1213112022 No Yes No NJA '0 .C. 1, = Jai I Composite Edge Fiberglass Drop, Parrele virtit Vented --r M Scelite(s) (InavyingriOuteyving. XX XXX or XM Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Page I of I I'll Department of Business & Professional Regulation i I at at 1- W .= 2a z. Therma-Tru Fiber -Classic and Smooth -Star configurgifirin.) Nominal 8'0 ltiquct.Non-Impact9quot; Glazed 12/3112022 No yes NO NIA Building Codes and Standards 10IW2021 Building Codes and Standards 102021 Building Codes and Standards 102021 . e L3 10 '� = = Composite Edge Fiberglass Cod, P.Ml-rith Vented 51clialte(s) XX XXX XXXX .!-. = 03 . = .!E ).' (InnyvArip/Out-cri or crinfigunificins) . Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail -& _= 27 zz, Therma-Tnu Filber-Classic, and Smooth-Ster Nominal 6&ff3i &qpot:NomIrPapt" Glazed 12131i2022 No Yee No NJA " = 1-= I'll - - - Com posits Edge Filosig I - Single Do. yinh 38439; 0 I . �' � � � -1 � ,. - -, 11 , 'i=' '41MIN"55 '� - , � Or - 'Mr, , � N %92�M��;��_"� -""�1.11'1't� �11�""'��'�'2�_lkp'_ 4. T�';��In�-�it�Aj�;�-'- "� __ '. 11-1- � �4�. -1--��M9,----.--�-��,-��'§-��,g,�'-',"'��;,,,,,;-,?,l,�.,r�4,;�7f�,,,�,-,��-,i�,F�-4zt�'�, r - It", �, _ 8i - 02r'�_ A � - - - � - -1 _11 1� IN, �11 �Wg Ina C' Sidelitri (In-inglOutsmirag. XOr ON or OXO - - -- - I -0 - oi_ m""i, A- u"T' I -11 " "IcIM, � R �� - - 1 �,r"'�. �_" - �J a: tj ocinfig.stimirs) Cod. Crulty Or L42 291 pace Parldnic _D& Code Emily gr Date Data Date pending Me Cod. Entity a M - Date Oat. Pendlip, pai - 28 zb. Trwma-Tru Fiber -Classic and Smooth-Ster Nominal 6i actual: Non-Impact" Glazed 12t=2022 No Yes No NIA T vare., Manufacturer Candvo En.inioli License Validated III Validated staboadifill 750 Alao-al Approve at&.- T".. Vammi Manufacturer Cori Erucip-A I.K.- Validated By Validi 2.1i ERCA-roval Apar-d solve "Op. Vorsion Manufacturer canteet Fnai & Lo.h. Valkhated By Validated submitted PSC Approval Approved si Z Composite Edge Fiberglass Double Doorvvith R�I.r 2020 TAIAK0 Bulding Proci LILC Korn Edo Robert Niernmen John W. Knezevich, PE 1OP0412020 0912MD20 10112,2020 12M�20 Approved R.Vai., 2020 LV. Thornip". [nc, dos Thompson Architectural Tony Chrlstriart Zachary R. Priest Steven Mi tirlidi, RE 09/1 N202d OWIWOM o9i 12n,512020 Approval R%yici.h, 2020 Florda Metal Products Inc. Clark Jones James L Bit.oar, P.E.0 SR-n M. Ud,h PE OW7,t2020 tpir2a�a2ic 10104,2020 12`16/2020 Appro-d S&#3S ID Sidl (I in�vrng/Outsvvfig, O)C(O Category. Roofing (417I 624-6844 PE-52166 (954) 772-e224 Metal, Company TAMCO� (813) 248-3456 PE-74021 i717) 317-8454 Cutt.gi Roying (904) 763-8400 CBUCK Fingiri jl]?� 317-6454 2S Op, Thermai Filciar-Clseac� and Sm-th-Sil comfig,,ridiQn) Nominal 8Mi &quot:NomImpAo%quQt; Glazed 12tM2022 No Y- No NIA Subcategory: Underlayments ,enm_.da.@amIuP.c- Category: Roofing I.yQ_g ... hir.ofing.com 8.1iCatrigary; R.Oling Accui that am .. plarkiglanno-orn PE�31242 Composite Edge Fiberglass Single Door with SMi Compliance Method: Eviiluglion Report from a Subcategory: Roallint Aloessories that ar. an Integral Part ofthe Roofing System Sidditi (InnewfiglOutevving XO, OX or OXO I Morld, Requat ... al Architect Ora Licard Florida Intsithal Part .fth. Rill System Ctentillan. Method'. Evaluliflorn Report from R Comphanct, Method; Evaluation Report from a Florida RegisteradA,ehitect or , Lim-d Florida 30 zd. Thermi Pilber-Clai and Smooth -Star configuration. Nominal 88, A:0&quNon-mp.i Glazed 1213112M No Yei No NA Profaesi ... I Engineer Florida agistri Architect Ora 1-ficalreed Honda F Prolaeol-I Engines, C.rnip-it" Edge RIbar9I ... Double Door .ith F1.1012320i "ducts Prifeselonal Engineer FU021SBI Prudwits 3&4439;0 SIdelite. (nsivinfifiOurtai OXXO Quality Assurance A,,,-d Far use A,,,,d for use turned varsirci PLA159111.133 lard,ducts, 31 ze. Tharmi Fiber -Classic and Smooth -Star configiuraton) Nori 7'0 &qu.i;Ncm-Iprpa.t8q�t, Shaker 12/31t2022 No Yes No MIA $a- A Pr.d,,t III N-ber or Name product Daeorlaiii- 1, HVHZ Outside HVHZ Resistant pre ... Its Qualls, Assurance Approved for Us, Approved f, Us, Impact Deal 21" Prorl Model. Number or Name Cti Assurance Apscivylird for UP Approved far Use tkill R19M la,,duact Eascrl C I,, Hvi outside HVHZ Resistant Pleasure Series C.mp-ita edge Glazed Fiberglass Single 1 TAMKO Roof Limadayments (HVHZ) Radit.,ilhidiaynnents for use in FBC HVH7 0"12023 Yes No MA WA a en is Product Model, Number or N,- Pnoi Despi-Irl Contract E..iraim 646 I, HVHZ Outside HVHZ Resistant Fressurna 3 3- FLAMCO &quot:RV iG Ridge Veri Aluminum Ridge Vents for phoned roofs falonriated 12131=24 No Yes No N)A Door With or wthout 1&#W:2 Sid.1iii (Inewing/Outswing, X, OX XO or OXO configurations) 2 TAMKO Roof Underaynni iN0N-I4VHZ) jurTadletricalt. Roi.fu,dadiayri for us. In P9C noi OS`29=3 No �aa NA N/A I TAM00 Flat Top OfflPidge; Vent �,Rlb Baffle for THe 26 ins. static roOfyouti,dor with baffic 09M/2026 Yes Y. NIA N/A from 0.625'Al-mm Juds,ficiiiii 2 TAMCQ ecovorl 3 TAMl Ofti Roe Vomwith Baffle 26 ge. 09101312026 26 Oa. .late roafyrandistorwifth integrated baffis 09IM026 No Yes MIA ,Q/.52.i5 Y. yes MIA NYA 4 TAMCO Round Top Off-Riol Vent %Ch Baft for rile 26 ge- stallo roofyonlilator with baffle 0910a,`2026 Yes Yas MIA NA Florida Department of Business and Professional Regulation Florida Department of Business& Professional Regulation page i orl Florida Department of Business & Professional Regulation P.q. i of 3 Florida Department of Business & Professional Regulation Png. I Oft Building Codes and Standards 11TM21 Building Codes and Standards 102D21 Building Codes and Standards 3W2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) V, .� "f", _'A' - � - ji� 'k, ,� , tr't�' - - �0 I "U'Al-I _1211J, 1"11r`1`�-1__-' ,vr�%'_"'" -, "'�"�I�.de� �"r'�!J -N�� ""�"�"'-.i'.'I�'�' ".IiJI'�li'e� 1--%, - ��&__ .1 , 11 �� I - - � , - "I 1 '111�,v 1I_'1'_ I �' - "I --- "I'll, � �� I-, I " L. Cod. T1'_ 16I R.Vhrio' 2Or2O Lovero. entry Dat. Data care Poi Cars Contact Validated I Valiplabid submitted FBC own -al Approved Status Katrina �Ilhsy James L 2.okne,. P.F. Sleven V, U,Ich, OF 11=2020 11/23?202O W2912020 ding FBC Api Cod- 7"Ps' Viri-slon Manufacturer R.,ficion 202G Paral Roofing Fiettv or C,r4acl lanalmer & U - - - voliddad B, And-- Robin i Uniform Evaluation Gsi Walk. 2da Date act, F,ndlha oat- Validated Submitted FBC Approaal Avion-d glliu 1 iMM20 1110i 11MI2020 Applevad Code lyst Version Manufacturer Rahii-h 2= Global Protection Pir.ouints, LLC. i or Itime 0%. Data Pali oat. Contact analliger & U.Q"$. Vaidal By wildnalad submitted MApproyad Approve Sim, Tim Robinson MR., A. rill J,, P.E John W. Kin acevTo'. PE 090&r2020 OSRi IDIrinO20 1211512020 Approyed (D FL#5259-R31 code Entily 0 Date Date 9-810 Date Status cat.garry: pooling (501) 983-6163 PE-31242 (717) 317-8454 Cillego,lit Flooring (01 3 380-6091 SaMoss; LM (205) 654-DiN Catailary, Sh,ltara Mi 689-7545 PE-441157 (954) 772-6224 lypSubcategory: . _g Version Manufacturer Contact Lngineer & Validated By Revision 2020 POLYGLASS USA Maury,Alpert, License John W . Validated Submitted Pell , ARproved Approved 1012612020 10i'2212020 FBC 12115f2020 Rooting Ao-ocarta,that we an Integral Part offire Roofing System C..pli��..PAdh.ff:E,.I.�ti-fZ.p.qf,.�. k1sul.yClomancocom 8.1cCatog-r- R-Ing Tiles CompIh-.Me1hOd:E,.Ii,a1lPnRep.rtnom. Product E-lustior, Enfily Robin,ifidersonCitchailLed in subcategory! 81.r. Panels C�MPIL.tometw:Evejdati�Roporttma firin.rothrisontihlippentoo th Category: Roofing S9542331 33OSmal pert@ polyg lass.com Robert Nienninen Kn,evidh, Pr &Rproval Florida RegatersdArchrectors, Licensed Florida Florida RaillateraclArchited or a Licensed Florida Prefiesslonal Engineer Subcategory: PE-59166 (954) 772-6224 111C1/2020 Professional Engineer IFILM411-111121amd,urch; Underlayments Compliance Method: FW172MR11 Froducts Quality Assurance Approwed for Use Approved for Use Impact Di -a-- A �P�_ lhd,_I. Nunrh air or No- 16 k . -I., -any .late Split Old Engilah Q"Ity Assurance Product Description, Caplrifl��!2i Fiat Prollits - Denver, ro 0 Awroy.d for Use Awrowd for Use Imbect Deslon I,, HVHZ Outside VMZ ar.hatin't P-u, N. Yes MIA NJA FILA15076-lial Produces Product III Numbarcir Name Q-11trAssurainve Autm-PIftrus, A -Pi tor Use Impact Palliser P,oi District- Eftherucal Dole E Evaluation Report from 11292 P'.0i Model- finuari .' Marine Pirtaclunit Description Contract lamination Ci to HVHZ Outeld, HVHZ Reilearit Prie-re, Thatch & irrip,not Aga Contract In li C'uhsid. Hyll R,,],I,,A prancepre a FIQFida Registered I Ds,,ii-Airl Di or TRIi D.ch-Air DA-4 L- Profit,, P.1yoropylon. P1.6c; R.olVem 12irlMO25 No Yes No -t?.61-97�5 17 Saxony 600 - Shei Stake A,spi Split Snake RiuProfilo-81.6t. CA 121311202D NO Yes MIA NIA 1 20 Gage Galvanized Sad Storm P.raa/HVH2 Corrugated Galvanized Steel Storm Fares retained IMU2023 Yes Yes Yes NrA -allaiii Architect or 0 Licensed Florida Professional MachbholdlyAttirchildio Plywood door. �: 1',.y 110 - 1hd,,�1P'1pS,.,rnp; Split Snake Sea. y '00-S , , $late Urnp; Split Snake h� Flat Profil, - Rialto CA 12131,2020 Flat Proffl. - Stocktor. CA 1213,M26 No Yes MIA N/A No Ya' MIA MIA 2 24 Gage Galvanized Steal Storm PanpiWNHVHZ -.1 by tracks to orculd. millo.c. protecor. Corrugated Galvanized Steel Storm Panels retained 12131)2623 NO yes Yes MIA =3 a) Engineer 20 S-any TOO - ,snake, sssAamp; Split S"ka 2T Tales Espana I Saircalme Flat Prallithe - Rialto, CA 12131QO20 High Prolle - Katy, TX 12131,2020 N. Yes N(A MIA No yes MIA WA or not by trachna to proyide hurricane protection a) 28 Vith. Low Profit. - Katy, 7X 1 2/31 12020 No YP. NIA NLIA FL#5259-RZI Products %Lallfy urancre kp vltil[L ialg- rgV for so ma Ct Coact _Ali_ L _pZ9_ qL_ _ App A___V ]II-PLA Contract EZipiration In HVHZ OutsideMV14 Resistant Pressure _C__ U) Le _q A Product Model, Niumilber -Name Product Dhescrleg2a Date , I Polyglass, Roof Undelayments Roping underlayments 1M112022 No Yes NJA -NiAI-622.5 I Polyglass Roof Jinderlayments (HVHZ) Polyglass, roof underlayments for use in F5012J2312023 Yes No NIA N/A ICU HVI-f7j.,ishill.ti.n.. � > 2 PolyglaSs Roof UnderlaymentS (non-HVHZ) Polyglass roof underlaynterits, for use in 1212312023 No FBC nioni jurisdictions. Yes NIA -Ni Im 0 1 Piclyglass Roof Underlayments (HVHZ) Potyglass roof underlayments for use in IFECIMM023 Yes No NIA NA Florida Department of Business & Professional Regulation page i of 1 Florida Department of Business 4, Professional Regulation P.ga I Pfi Flonda Department of Business & Professional Regulation i oft L_ 2 Polyglass Roof Underlayments (non-HVI14) Hl jurisdictions, Poll roof underlaym ants, for use In 17i2a)2023 No Yes NIA -WAI-1322:5 Building Codes and Standards 112&20?2 Building Codes and Standards 1912021 Building Codes and Standards ipy2tpl > C:)- PRO rhichi Jurisdictions Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL 1 Polygiess Roof Underlayni (WHI Poll roof underlaymaryi for use In FBC11212=23 Yes HVIrZ jurisdictions. No WA N/A < -, I ,,,-,,, _ - , I �� ---- 01" , I "":'ggygpf�y 1 1 - g_ 2 Polyglass, Roof Urderlayments (nori P*glass roof underlayments, for use in 12(23/2023 No Yes NIA -Ni Code I Entity 0 Date Date Data Pending Data Code Entity or � ....... � � � �� Del. Date 00. Isanding P91, Code , I , '� , I'll, W;uw Entity Dent pass FBC mcni jimadilibichni TvI" Version Manufacture C.intac Engifisher III ucerrans Validated By Validated submitted FOCAppro"I Approved stelp T"I". viarsuch Magreactiumor C,r,t,,t farriciri ... & 1-hparala, viindial 3v v.ldi submitted FEIGArhar-11 Aracrowed status Tinch", version, Man,fact,rifir o PMaP-I)dlnq Vale Contact E,,d,,,, & Lic .... Validated Eati veldhaind ,Submitted `Sc Approval A.Pacived Ninhus " -allaaaaall 1 Polyglass Roof Underlayments �HVHZ) Poll roof underlayments for Ilse in F801212MO23 Yes No INJA N/A Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Serinardo, P E Troy Bishop, P F. 1012812020 1011512020 1110512020 1211512020 Apprcy.dl Ria,hinch 2020 Alpine, Stuart Lewis ICC Evaluator, 8-rPs, Li WIR.. M. Rasti.d. Ps 10/31/2020 1 D/22,2020 11M/2020 lim6n(GO Appr-d R-lehin 2020 Commit Concrete Productaln�. Roban 01111, Sannual A. Greenberg Jchn Hoy 12116/2020 12116,2020 12(29r2020 cling FBC Ai 0 2 Polyglass Roof Underlaynnents �nori HVHZ jurisdiction.. Poll roof underlaymerits, for use In 12`2312023 No Yes NIA -NAI-022.5 Catiatil Shutters Subcategory: Storm Panels (561) 712.98,32 PE-0046i (954) 947-0880 milkeloCallamerlicanscutle Category: StrucKml Components Subcategory: Truss Plota. I321) 710-3377 (407) 681-1917 a[Ia@.IpIn,rt.,.-m Category: Structural Componambs SubCalogicry: Products Introduced as a Resultof i6i 3) 659-3707 PE-34245 (152) iiff-5311 co,osegat,rey.ho.o.rin = FBC mcni jimarlimi- Compliance Methoid� Evaluation Report from a Florida Registered Architectora Licensed Florida racom Compliams, Method: Evaluation Reportion, a Product Evaluation Entity N-T-h-logy Corral Evilluniloon Report from _0 Professional Engineer I'L41829-117 Products ancillfil.thord; a Flord. Rogi,teredArchlbict- Lio-c! Fl.dd. Pnoasaicind! Engineer 0 Fll 7669-RO Products Oualtv A ... reme, Approved for Us. Atconavedifica-Us. !212sq Direct, L_ Sect # Prod uct Model, Nunn beir ch, No. is Quipairlyisseurano AppionsiaodficrUse Appro-cif-Use, Impact Desian Finci Description Contract Explartion Cuba In HVHZ Outside HVKZ Resistant Pressure S-09 Product Model, Number or Name � ITW BrGIAItAres Higher strength iH &amp: S5 product Description Coli 1E,01rall" What C.raeol. Plate I ?J51/2024 Date In ll O.tdd.HVHZ R..n0and plifideathre yes Y. WA N/A F Lienrul-Itit product Quality A-urance, Aparcashillfartle. Apivini for Ust, Impact Design D_ 1 24g. Gial-nized Steel Storrin Panels 24g. C;.I-n..d Steel Storm Panels 12131t2022 Yes Yes yes N/A 2 ITW BCGIARI Hinge Plate Met.] Contractor Plate 1 Zitll/2024 Yes Yes NIA N/A $4411I Product Model, Number or Nmw Product Decarlei Coratratt Expiration Date In HVHZ Outside HVHZ Resistant laresievira < 3 ITW BCGIAipi.K TrI 4 ITW SC(ai Wave Midst Connector Plate 12f3l/2024 Metal Connector Plate 1 �3112024 yes Yes MIA NIA Yes Yes WA NIA I opelity, P'scact ., occerandal concrete Prockote P.-st and Pr.tl.aad Concrete Urnals 05125QO24 No yes MIA MIA (D a) -4-0 ICU M 0 =:3 < Florida Department of Business & Professional Regulation Page 2 & Professional Regulation Qa- Building Codes and Standards o`2 3WID23 Florida Department of Business Page I of I Building Codes and Standards 6i1412021 Florida Department of Business & Professional Regulation Buicling Codes and Sta ricla rds Page 1 ri grtii,[121 """o la - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L- M -1 . 11 - I , , - 11 ,-, �__' ��"'_ I'll , . - - - Cod. Brat" tiate Date Det, Pend[,, "', Code Entity x Date Date Data Feei Data Code Emily 2a_te = Date Pericina Date I � L. LU C 1vP`e version Manufacturer pointed Engineer & u-nad Validated By Widi Submitted FIRC Ascroonal Approved sticus Type Yinalom Manufacturer Contact Firsficoner & Lecarse Valuated 0, Validated submitted I'llac A. -I A -wed Status T Version Manufacture Canted Enclineer&UPtanse V.1idsll By valwaho Submitted Fli AgPri Aca,-d slature � = R.mci 2020 MiT.k Ine. category! sr.dual componarts Erin Mide. ICC F,,nuai Sarni LLC ICC E'afiund'n &arvics. I952)898-9635 LLC. OM3,2023 I 2,20/2072 0110312025 Approved RaMal.h 2020 Weasma.-, Categican, SmOt.al C-p-me R.b Badi ICC Ei,slacadon Service, LLC tan terms, P.S, 02,1)2)2021 10312020 02JO312021 Apip-d! t253) 824-13476 (M) $39-3286 R.1barta.lidwirp-wepert. Affamation 2020 Apha Aumnum, Inc Category: Paris MIus J.0 Silva Whe R Lopres, stavan M. Unch, FIE (407) 50&-200B PE-b'25i4 J717) 317-8454 11AIV202D 11,1,P2020 1112012020 Approved < (D S.bCategi Truss Plat- Compliance Method: E,dWaIl. Report from a -olderfirrii.com (205) 599-9600 8.1iCat,grOry: Engi-ed Lumbe, Compliance Method: Evaluallop Report from a --porn S.b(�Wci Soffits . Iph..IaT]rpm1nr,@y.h. Z Product Evaluation Entity Popl.�t Eyaluston Entity Carriplians. Method: Ev.1u.tl. Report tom a Florida R.gsI.o,dArPhdt - Licensed Fl.rd. sm ............1 Professicral Enitnear Z FU2107JR10 Products QualityrA.,acinas APpi f,gir Us. A,a,,y.d far Us, ]-act pechco FL#S&27.Rll starlings Quality Assurance Aiggroyed for Use Approved for Use Impact 09slato 171.91,11i larfirli < s", A Pogniot Modal. Number or Name Pri Ic.scrIptan Contract Expimi Dole in HVHZ Outside HVH assistant lare- sec a product Model. lifterplargir N.m. Product Opeorloth. C in My Outside HVH Restarts lip-han. Capallty Assurance Apiamied I I or Idea Approved for Us. Impact Dealer -.1 I hill OAHS 18 ga. high strength truss connector plate 12i3l,2024 yes yes MIA NIA 1 Mh,rclham LVL Laimirrited Verese, Lumber (i No yes N,A N/A Sao # Product hirl Mauritian or Name Rimi la-dratficin contract Expiration Data In Hi Oulefiche HVHZ lurfilatirit lares- 0- 2 Mi 18 g.. super high strength i.e. comeotp, plat. 12(31r2024 Yes Yes N(A NIA 2 Pianalls. PSL 3 Timbeer9trand LSL Parallel Strand Lumber 03t3i/2023 No Yes NJA N/A timlirected Strand Lumber 03131f2M No Yes NIA N/A I Alpha Aluminum Solid &amp: Vented Alumfin-aOffit? Alpha Alunalinp-9pid6spi Vented Aluminum OTI30,2023 No Yes No N/A a 4 Mil 16 MT18HS 16 ga. truss correcor plate 1MV2024 18 ga. high strefigth truascanii plat. 12131CO24 Y.. Yes y_ Yes My, MIA NJA WA 4 TJ Rim Board Sludi,pal C-p-lit. Lumber or Oriented! Strand OUMM23 No Yes N/A MIA CMU & Wood soffly Cmu &.mip� Wood I SHEET NO. 5 MT2OHS 20 0,. high strength ins, connector plate 1WV2024 vs. Yes NfA N)A board Rim Board 5 Mycmasusar Rim Board Oriented Strand Board Rim Board 0313112,323 No Yes MIA NIA a 1`1_18� M718 18 its. I-. P-recor Prat.a IV3112024 Y_ Y" MIA NJA 7 TL20. M720 21 ll.� truss ,d.r plates 1MV2024 yea yes MIA MIA March 6, 2023 1 PA 1.1 I I I I _____________7___T_lTT 1 Ili I Ili I 11 - - - TF_ I _____ F_ i --- - - - - __ , I rill : III I, I, I __ __ I I ---------- F I I - - _7__F_ - I I I I - __ I I I - � , r -1i Florida Department of Business & Pofessional Regulation Peat aft Florida Depament of Business & Professional Regulation PRw i all Florida DeparDnelt of Business & Professional Regulation Poe 1 .11 Florida Deparment of Business & Professional Regulation Pail oil Building Codes and Standarda en u2mx Building Codes and Standards enonpxx Building Codes and Standards eny2u22 Building Codes and StwWards a^ Product Approval Application Detail Product Approve[ Application Datail Product Approval Application DaLil Product Approval Appli illon Detail .:.. K - S. ."k a.. _..•.• � F Yc§ 1 3` -; -r s C- m. :.S' rt' � ,-... ., s'+�Y a3,x all ..r ^ss t ^.. ,.': 4 .ne, sS, '� .k.3 x., r .. v i kb +ore _ - .: , ,::.; > k_ A . , ., 3. ;�' �k 1 '�. ",f ,. „- .. ,,. ✓ 3+ "i-". ... - iY a ' 'M 7 T "u ,.. 4, a' .r< %1" Hui `ems' P- t � . e ., « a m x, S - . Y i37 a $ A - .„� rc '. � S" ,� ,. a 4 �" ?.. t # ., 's . ,wv.W °rid 1 ✓ . -: ,. { �i`U '.dd. i 'd;z r Y'# `.« � 'r "�a �.. k '...2,.., N'ld zS rd2Y. +(� $ sic 4 Sri ...3 ai Gi " �' z 4 � nz4vS.. 'iY { M 'n .. -, Se ` 'S� �','v� . + x p P` � �-: Y�. '2Y rs �� ., S .., as °#' d d rp'+ ,3y",xi: 4 Q4 HUV.i" 4• '"' Yv Y. 1 F ^.q+* V ,y -lf 5.. R` S 3 4+` 1 `w i.: h� 3 € A.- ` iv C .. k r J1 ` z � @ r. 1 ��'a.`� r _ °t 'f- Q u i k 3'r' '� +� �' �5` �u "� '%1, �-.. � ��,,.x,�. _ ., . .. ,?' F.vSZ. -�." :� m. -w P R% , 3 , i^ 1s ::.: , ,,,..... . _ ..W. -. �, ... +*r .. .., � ,.. _ ,. ..s a � -.,. ?,i �. ,... .... .. x� . n ....r.. a 4^..... e � �. .. .. . i1 . d ., '."C^ Y� 5- Q k .,/ ,..5. a> -. �"e .. F, ,5L- .,. ..... l -... ,,. f' x��'rt -. �:,5 ...C",y � 4, ,1 .:.z , _. a t.. .�; '�', :., , '. �. T ,. ,.,. ., i<. .. ,.:f :�`.. ..:. ,.. ...,,,:. ,A �. .. :1t .. v �. r.. � ,.^ < �� d �.. M,., 4- � � ... Y". , t . r ,. .. ,.. � z r .. i....c �� i`at:. � ..rat , n. ..s..- r. z"n _. ,:., .,,.n,. .,:✓+A° u r r.:r^�: _.-- r.., f.4��M.."._P a. �.... S.'h., ,-�... A (x ;__: .. _.r.hk !7 r ... 3..,ei .. .<._..,_„ �±ry:. Y_ .ry _.. ,. .,.i.:.�. +,. u* �Y �:.:.rwc...., .,, .. a ....5 ... ., .... .. ,. 6 .(� ,. , .. s9"- '1P . .`YY,..r d �.., f, _.. _ .. , :,_a _ d, 3-ti..... ,.... .'V t ..., a+- 3( .. ,.. ,f F . �t.uh .+ f .. -_',, . .,.. � ,Y , , .. .:. t a ,.. v 5 .r '�.". � rx. _"� . ... f . :.'�?�.. s / � . v.. ..'. ::. .� .... I. h _ , ., .r` ,. r x.. w r. ,, L. ro.. .. ,� „ .. �. e "r ?T 4. � ... A. ,- ... J' i s.. r x e ... `F °2 ram, a, �.,k. ,. a- P' v + kF. .. k ,z� .. Y Yr ,. ... .. -...., x. r -.� .. .5 ._r• , _,. „ � :. ... w-4.t .. . .. . cv ., �. ,. a .. v .� �ii. .,. F' :. ti+` F5'. a. ,., , , .. �.. .. x d... :. �. ,. -.� ,' rY. � s .�. y.. .. T �. .M. ,,. .. e. ... �eQ sx .: - . _, r ,5; m. � :.... 7 ....:+&_;. - _: .. �.:. z�.'x .. .,, 3.1._-0 ... ,r„�:?. n""^, ..._..tea..,.,.,, .�x,<�,.,:�r ".°�"a-.. �.... ,» `3'n..��.4 �ea.d '. .,, ,..,..��.w::^ss+-�..,�. �"?'..,,.,.. r.�.,.a*.. .+.tea art.'. ..-� _.. 1 ,r ... .. ..:...�''::=Y sec.., n _. i. ;-... _ _ . . �aav�H��a -.. � r. , k'. u� .. ,_. ,�+,.± a t,, , .7 r .,� ,,, <. , . a r... .. .. r T :. r , :.. ., , ,� ,. ,.. �. a a r, � .n, s.- ...a a H .. r' ., 1 s . `t ,. ) :v _x✓ ,k: .,. F'�. ,.f RC... i�F''. 4. .T. M .., b: 5 ., . .- �� a.. ., v,. "< . �vT. .5 ,. 6 d 'F',, >•r .4' ,.. ,: r, � - �:. ,rid.... ��.e, ,.. � ��.c�,.-,.. r ..: -.. i..rvFha,..�,.0 .. t.:, r -.7 udf ,.rs�?� .. _v,. ,�r�, 4- -u.,... Sd`±.,,.a...?.+, -.. ...x.kr .QJr J, t. „a ...:a '�� .:c �. .:*z� �r_+�X�w�ss�a,f ��'r., "?�1e?Ia.�. A�, .; "F., rva�� .a,s>^a.FS ss« '3�� w < r a�,� u. ,t...,.3, .,.. ,: .. _ u, r � ,sz urx, .x.. + , _ ,, w, _ a' .fi F r: .n k \' .. � ro _�,.. ,. u. "u:.. .. ..... ..., ..5. `Qi. ,..A ,. ,._..k ,Mix, .. ...,�lr.., n:n...M „ ��`� .,. �. "1.' u .. .+':. L e?:u -. k. i- .. K..... . - .. ,'a ±' .. .r ...� T.e.._..&... t T.UG. k, ��.*�", -. i_ ern s. .5 .. a. u_. .atr ..1...'�;a. ,. ,. x. ifi.. _.;.� x.... a > .x".Y x n.._.,:.P...,_ .,,.-..o.... ., ;�5. Fsxi.,,""s�Tu,„.#x„s. r xm� ...�., u F «, ,s,s, a -... � r. � �,�.., .,,� „�...,.+A r ... t:. .n�. .�Z Entltrar Dog. 00 Date Penda P-0 G,d. EntiLr ar Doow ➢eb DobPAndne Do" Cod" EIII L DAIR' Disk gib Panda Pik daft 561111 DDO$ -Oft Dab Wninn Ra raiM ]ISMlwturer CoMaC Enedrer4, l:oereeyalydetd By VAlklobd sultal FBCAMMysl Asp # O 11116"1 "Milan Manu6eture Comae Endeeeri Lima Wllpebdw VAIldeMd anbmllad FBCAlseneal A1�r r-ed 0"0 TM *,Visa ManPNpunr 0.*o EOWFW.rd tiarayoiw*dBy WlidtMd aubmitbtl Fac ADPnwM AA.p_rQvotl, am- TIM Wrebn Manubdurer CaMlif Hndnrr111rra V.IWOW Hr 1h14bled fAmltb.d PHCAouwal AnDr-ed atehr AHrmdlan 2020 Pella Corporation Joe Hayden Serdl WIndow and Door James L Buckner, P-E. ® OTM4120M 0711472020 W12012020 Approved AHrmadol 211M POIb Corporation Joe Hayden Sandi Wlndow avid Door T.E. Lunn, PE, LLC OTMN20M 0711412020 011221 ApprwAd Ati Nttn 202D P0b C0rP0m0Dn Joe Hayden Sandl W meow aM Door James L Buckner, P.E. ® OTPIC2020 0711402020 (IN201202a Appdmed Aikmation 20M Pella WrporetlDn Joe Heyder Sondl Wartm Sbhaeo, T.E. Lunn, PE, LLC 07M012020 07/1412020 07122r2020 App-04 Cmogdrlr-U4ndowa Robineon MsnufaccuisrAssecie6on CBUCKEnglneedrg CabOery Windows Robinson MonuttcNlarAssoolatlon (S81)62541455 Cmyory.Wndows Roblneon MamubmierAsooli CHUCK Enginwirlg <dgorix Widows Robheon PEIA135 (561)6254485 aubOMbgaree Single Hung P41) 8214MM (5B1) 41141227 aubftlarl. Smile Hung p641) t2l.5D i 4MICalslary Read M41162140a6 (551),1014927 "Weleli Flied (641) 621410a6 Cempllrrr Method: Certllkatlon Mark or Lleting pellepOdieoNpProval®pe compliance, Method: CerMlcdion Makin ustmg pelbproduldapproyal®pe CanpOeria Mathes: CBrMladlon Mak or Using peltprodwbpRrowallirpe Caapltrea Mdhed: EvaWatbn Report name pelleprodnGapRmvalope Ile.mm IlRoo. lie.mm Florida Rogeived Amhlwct or a Lkranead Flanda Ileoom Prob061ond Engineer FIA1dgMRe Pmduu. "lit Awuer.a Unmoved For Use, Approved for Use bow DOM" ANZMMLbL1Ha AROMMO bur Ur Umd 211120 OIM6hABla�aa Aaerarsd irw Ua. Aperp.d Fer Ur fmmo old" Ala Pralud Mpdd.Nuaber ar Narr PrduG Dosedetim Cpnmat Exeirafien Dale in NVHZ Cubicle HVHZ Book". Pown-n PraalD.aMir CanerrtExekae(enDW in NYNZ coal Wilk p4srs". Post Ala Praluet Model. Nunaor ar Nirr ftw daardotlm C0.1,09 E"inklen Dot i 11041 GuYWo HVNZ ROAbftm poesy g HaBMAauarma Amr oat for UM Approved hw Uw Im t Orlap 1 eemes10201110penfa reveSingle Hung VI1yi Slrgle Hung Whdow(42'x72') 0W17FJMT No Veo Me +SDiBp 1 Pe16108lr °Ll Srgle Hung WndpW 35'x97Mryi NOnmmmpacr Single Hung Window 00/2212022 N. Yee No +40 It 1 Sort low VlrrylNedmrwow(SPx75') 071141(202 ND Yin No +25-25 Air I! Prodigal Yedal.Numper er Name "MID.Mfetipr Corxnetgz4kg000 Dab In XVX2 owside wyH2 Rot4 nt Precut 2 BOHM 1WA High Performexx Sings Hung Y Mr.A High Parbrmanas Singb M NTieln MMIM027 No Yes No +601-a3 2 Pao lO Series Single Hung Wlmolw 54"x90' Vinyl Nonlmpoct single Hung Whslow OF91112022 ND Yes He +4t745 2 W461020 VIMye MWd.016W(108'x IA') OVIII2022 NO Yea 40 +261-26 1 108erlas Flange Flawd 10 Bar1n 112'FIaWFlxetl VOW- O&2872031 Yse Yes N. NIA G..P..he(77 x a&l my a Page is Bad" 8MOIR HUmeWlndw 54".67 Vinyl Non-InpeDl Skgb Hog wham 0709=2 No Yes )b +5a1.80 a Sm1e.107T0 Ynyi Humid Wind- (50'x 50') 07MMO22 No Yes No +601.60 8 Sane IWO Single Hung YIN 8ling Is Hung Indpt CompooM(1OW x72-) OWt&2027 No Yes No +40-40 4 Pella 10gerkes Single Hung Wmlomr 45" x 73' Mnyl NoMmpoo Single Hung Window Ono&2022 No Yes Ni +506M 4. Santis 11y2081rgle Hung Vinyl Single Hung Tn do Co {109".x 33.S) 0603I2027 ND Yes N1 +361 5 Pe5a109prle6gingle Hung Wlnddr 35"x87 VInyI NOrFlmpecl Single Hung Wlndor out212022 No Yes He +SBLSS FI.wse&a18Pmdmn 5 Bona. lWO Birgit Hung Vinyl Shell. Hung Twin Composite 076.5' x501 OW134027 No Vas me +3W-35 8 Pale 10 Seri" Single Hune Window 3V 77 VinylN Mrnpaet Single Hung Window 07MO12022 No Yes No + � CmdibrAremarli Aaerares IN Use AearArod for Ur LMOM Doman B Sena 101208mgie HUm 171ny18ingl0 Nun: Trim Compos*(72' x 6641) 0WIMC127 No Yea No +35t35 7 Pole lO Series Single Hung Window 52-1Wx5D'Viryl Non-Impake ANNa Hung Window 1011712023 No Yee No Praduct Model. Nuiber or I ProdrtDNiot C,Otm sa(rdkd Dot in XVHZ Culswo HVMZ Rnaimaf P"Mium T Sense 10r2091ngle MUM Will mg Hung Tnpt COmpdslla(11g x5g-S') OlinV2027 No Yes No +SW.% 8en.10120 Virryl Peoi wind"(w x 75') DFM54094 No Yes No +2W-'25 a 80ria10r206mgle HUrg YIr1y: ingE Hung WIMOW(46' x72-) 0W771202T No Yee N2 +aD lS: FLK7.5gmLHS Pmdrrees ,. '." - 7. Bar Nflyl Oxod WrxbW (1p5'x64') 07MW2024 No Yes A6 +29ti2S S Sedes 1020 Birgit Hung mnyl8inglp HUn: WIndoY(49'x6a-IMT OWlSQ132T No Yee Me +935,8�5 Apwad lm Use AwarsadM ur )mgK, li Cg 2190 9 Sena 102: Wryl Fixed Wlndpw(00'x80') 0711&2024 No Ya No +50Y-60 10 SMea 10r20 Single Hung %inyf BINIe.Hung Wlndow(3T x53.1127) O60612027 No Yes No �E pradid Nadel. Mrmbs er Name Prodrrd Doseddir Csdnd Exelratlan Dab 'g1 NVN2 OutWO HVHI Rmma 1f 12 Senn 1012081ngt Hung Sensei(y208ingb Hung Vhn)461rgle Hung Wlndow(45' xaP) 08tl&2027 MirryrlWrA Single Hung O612a=7 No No Yee Yes No ND +3" +$W35g 1 Prole 10 Her"SingleHun Wlndaw 30'xW Vinyl Non,mnpactSingle Hung Window 01212023 No Yes No +41tr4o 13 Setae 10i20 Sngt Nurg Ulm Co posite2') Vlriyl Single Hung TMln Cpmpselb l72'x 5359 0823F202T MD Yes eta +86836 2 FNs0103erbs Single XUng tMndoW 84'xt7D'Mnyl Nbn•Impset Single Hung Window 0501N2023 No YES IW +451_I1 14 Same*IWO angle Hung Vinyl Single Humil Uln Composite (68b'.x 38-6) 0W21M027 No Yes, No +36,35 a Poe lOBerta single Hung Wlndp 54".6117 Vinyl Non-in}ycl Singb Hung Whd" OGMW2023 No Yes No +60f-6D 15 Seies 1020 Single Hure Wryl Single Hung Ulm Composee(8&Vx72') 00177r2027 No Yet No +3g-35 4 Pepe 10 some angle Hung Wlndw Sam x82•Mnyl Non-knidow Single Hung Window WM0023 NO Yee No +55t-55 18 8@Mn 1=0 Birgit Hung Vinyl Single Hung IWln Compoolte(n'. 77) 0&15=7 No Yes No +401-40 5 Pella lO genes angle Hung Window 52-175"x 60"Vryl Not-lmpaut Smgb Hung Wind" 10/1712023 No Yes iW +SdbO 17 gents 1020 Single Hung VIr04 Flied Wilt Singto Hung Pankens (10S x 72') 1010512021 No Yes No +30b w t15H12HFM13 Pradaet Ala Produce Male,l. Munbor at Name, 91M kABu=M Ploll,0DReadmir Cedrad Exoirdien Ode agagLoAA'f.Yaa in XYSR A99MML&.Um Oufoido Ho Ig1= Rados* liaise Prraun 1 1SO Samoa orThermpbr or Encompass orAranO No VW High Perprmanoe 61mgle Hung(42' x 72") OW177202T Me Yes No +tolad Perbnnence Single Hung 2 13D Bend orT7fermaltror Errmmpaes orAvartl High VWA HW Parb-rce aingb Hung Twin 05 inc27 No Yee No leof'm Performance Single Hung Conyoshe (7Z x td6.1Y2') a lad Serise or Thermals ror Encompass arAwanl Single Vhyl Single Hung Thole 0emlpoft(10V. 77) Oli1W2027 NO Yes No +40V-40 Him 4 180 Banco orThermadar or Encompass orAYanl Singte, Vinyl Singls Hung Triple Corrposhe(10W x 5.5') (IM2027 No Yee No +7" Hung Florida Deparment of Business & Professional Regulation ak" 1 oil Florida DepaMnent of Business & Professional Regulation Pea 1 oil Florida Departinent Cf Business & Professional Regulation Poe I d 2 Building Codes and Standards 0110=2 Building Codes and Standards enGr= Building Codes and Standards 1110,120211' Product Approval Application Detail Product Approval Application Detail Product Approval Appliestiodl Detal'1 . >: _..... -- -.._- .. __ -- -. _..... ._-_. -• ,--- -- -. �_. ,, � .:, - __� _ .,-.:._.; :..,- ;: r .- ': r �:s .•vex.. v-�-^. -.�:- Wit. - _ 006 Witar Inwit Dot Mora eI QMI, Eniat Lar DI Dot Dab Panda D*P Eww. Deb ,Qom Dole Panda Dres Tyrg_e Whion Manefsdursr Came Endrerl LFaraydWdes 10lidaled Submitbd FBCArrowel Aponmrod afahm Tim! yamida N".bot.tr *,mast Entimri liars VdWsM Submitaid FBC Awremil Anomemod two TV" Version M"Urooumr C4a Engineer A Use"o V*I*' I By > adnmitbd IAperad ApeeWad sub,* AHrmdlen 20M Pass 0orponicii Joe Hoyden Baidl W ridow and Door JamesL Buckner, P.i 07114/2020 07/1412020 07/20/2020 Appmed Apr I llso. 2020 Polls Corporation Joe, Hider Send) Wanes W. Sdwder, P.E. T.E. W mn, PE, LLC 07M4I4020 07JI412020 07120202(1 Apprevid AC-*. 2020 Pella corporal Ja Hayden Sand) Window and Door James L Buckner, P.E. ® 0711V2020 0711412020 07120POK Appmwd owtpery. Windows Robinson ManutecWNrAswcldi0n CRUCKEgInOHing Cideaby:Wlnems Robison Pi (661)82U4$5 category, EfgerbrI RDidriam ManufaccuwAssooletlon CBUCKEnglnWrg auhCalpay Florteemel Slid. M41)a214MM (581)4914WZ aubGtgayc HoriseNd Slider M41)621.MM apbCwheary. aid me EA.0., D-Aseambllr M41)021-5= (561)4gl-sl CompliaMe Netball: CoriMcdlon Mark or listing petisomducbppr0rel®pe G-Pliewo Mall EVWUA%m Report Doom a "Iff produckuppmnddpe Carnphena Mdhod: Cer55cdlon Mark or Listing pelloprodudapprow ilipe Ila.mm Fiords Rielsbared Amhllect or a Licensed Sonata le.00m Ile.00m FLaf1161.R7.Pweluxt Pmleealonel Engines P i'r,lo� 4F14 Ptdreu lLMgb,AalErtotM Aaem.e,d ter UMa Aaemm.a fer Use WOWgg(gg FL9129MR4.Prardb 91Mgh[AW®fi AMIw+' M her ilea A-M-nd far Use lmalgt IMim A Peaduet Mode. N unclear at Rama Prdod Oeaddiae CaurrtExp'vdlan Dole 'nr HVH2. OubWa NO Raoiwne Prrnun QWHIIrr/rge AopMwM PS Va Approves for Vr I -OW Dwan Preduel Mall. Nmxbm'& Name pneduat131-0imi0n CpdrrtIbcoirdbn Dab in HVHx Mullis HVX2l Wdstnt Moat 1 Holes 1012081IdIng Window VW Sliding Window COX or X0, 75-102'x60') OWZ712023 No Yea No +301-30 am".P Predicts MOmL N~ or Noma PddrtDoseretlan Dednpt Oielietbp Dot In NVHL CutON HVHZ lewglwhi8t Asset 1 Bards Meryl 24'enel MIX! SlldOig cases Doer (g&[%') lliw20r71 NO Vet No +26-25 2 Sense 1W OSliding Window VkrA BlWing Wind -COX or XO, 734F7 k 3V]r 03rN023 No Yes He +3&36 1 Sorkw IC8IIIIINWlndor Sales 10%W Flanged 8lldlrg Windows OW &2051 No Yee No NIA 2 Series 10120125 SMIng 0low Door Vinyl Single "I Floed 10' 1plelsille,84-ta18' 0312802022 No Yee No +3842S a Sales IG20811drng Window VW Selling Window 0(OX, 108'x 50') 031270023 No Yes No +30.30 x 81-1h7) 4 Series IC20 Sliding Window Vtyl sliding VNndow(XOX, 1081x 3011, Mr2712023 No Yn N. +MILS 3 Senn 1CR0120 Sliding Glees Door Wryl 2446mN"OX' 81king Glass Door(r? x 521 1=402021 No Yid No 13" 4 FLd9E4a#1!'PrvirY Sala 102028 SWIN Glen Door Mmil Slagle Pert Find no' Door(gicolks, 47-Wx DW2442022 96-i12� No Y. N. +25125 QMINyArurrma AearovM Fa US. Arre+M Pon Ua Ind Wmsn &O Y Pmduet Model. Number ar Nmwe Poodialitogmewog7 Codmd exeird6n Dint ur XVHZ GUI&Wa HVMZ IYai d preww re 1 Series 160 or Fricon Pass orAtenlS11cli ng Obrpoor Miry! 2JynN'OX' Sliding Olds DWWB610' x ®12412031 No Yea Fb +25L2a sit-im 2 Her-133 or Erewmpre orA-,d sliding Gler Door >.7ny181rgle Part R-c!'C'Dar(Skloft, 35.1W. 0211WO31 No Yes No +40L40 61-112') a Sala 180 or Enmmpm MA"Ml allong Mass Door Vinyl 24bnel'O)' Sliding dap I(W x 82') OSM6FP022 NO V05 No +3636 4 8or1es 180 or F_neNnpow orAwftttSlidi g tikes Door Nni)d Burgle Paul Fixed'O" Oppr (Sldellle, 9T-1r2'!t OV1042032 No YMe r6 +2eF25 g5-112') FIDZ5484tl4 _.... Pmehmt _..Geolity An ApemnAd for Ua. Aaprones for Ufa IJr,3gm Doman Mal Presud.Model. Munher at Nam. Pradowi Deetrcalen Cpdroet Eypimrlan Does i,NVHZ WIWI. HOZ RuisboJ Prmsum 1 SeriesISO or Ersompeas orAvanlSllding Glass Door My124Nnd'= Sllding GWS Door (86-1F2'k IW2412051 No As No +25h25 85-112.) 2 Senn 1M or Ercompw erAWna Sllding GlessDcor VW Single Part Eked mu, Door(Swille, 35..1r7x 02MWO:32 No Yes Nor +Q40 61.1C2'i 3 sense 150 or emwm"M orAwsmSsliding .0Uss Deer 'Ary124'stil'O11' Sliding doss One,(T2' 1.82.) OW2402082 NO Yes N1 +3045 4 Swim 130 s EnramMs mAVantl Siding Glese Door idyl Single Paral Flad'C'D-r BWofIt, 47-14r. 02f1S12032 ND yes No +M25 8&V2') March 6, 2023 O N V/ U L ^1 W O .a O O 0-0 cV L .CY) O VJ O CZ_ O O W O L.1_ O .D U) -0 a) E � Q, O L -0 .g vJ L C= Cd O O cn rm C cc {a tyy C LA - Cc _= GV N .S s C7 ? O O V .� m CD C ? f�L' •O t/D S E fV � � to E �J z co o > 0 0L o Q � U O L (MQ 00 O L L ¢ �^C:' W z J z a. SHEET NO. PA 1.2. N to N U N QN O O Q O ^^� I. L. (Q M ch O "i 0 O O � O I..L - (a O = L� M Co O -0 .� E O U) U �- N t` _ O .� VJ Q A= �. :® W .:5 � v r. `, coo cc cw roG y cL y � N �c ro [V s as .. E 6A �J W ^ , W t� V / `V O L� O U O ��11 'W'^ V, U o0 n 1 L� W Q W z J z Q SHEET NO. IPA 1.3 • Strong -Tie � Simpson 202�D FBC Approved Products updated,zrsorzazo Simpson Strong -Tie -2420 FBC Approved Products Updated i2l302020 « � Simpson Strong -Tie 2(!Z0 FBC Approved Products Updated ,213o17020 « Simpson Strong -Tie 2D2i1 FBC Approved Products pR Updated ,2rsorzo2o , �� For direct links to all SST approvals listed belovJ: CLICK HEP. +,,, , For direct links t0 all SST approvals listed laelavd: CLECK. HERE: �. °-. , , For direct links to all SST approvals listed belovd,. CLECK HERE. � For direct links to all SST approvals listed below, CLiCN. HERE. .. - For ddi information regarding r G t! E F a Clonal Florida's Statewide ProducLApp oval System and Mang -Dade County Notice ofAceaptande.{hJflA7. CLr K Eft For addSiona information regarding Florida's Statewide Product Approval System and Miam+ Dade Count. I Y Noticeot Acceptance NQA CL C HERE. -.. . i )� .Lid ... . f.Acceptance fJ�. C CK NE, E. � F information regarding Fiardas Statewide Praduct.Approval . temand Miam+DadeCounty Notice A i.3 R or additional m n $ i 0 _.{ ), ys. 1 Ida`s Statewide Product Approval System d Mia �-Dad Count Notice .. Acceptance t10A LICK HERE. For infamatran regarding For an inn a of F additional ), y _ � (. FL#2355-R7 FL#I0446-R6 FL#10456-R3. 11 HUS HUSC series hangers, Face -mount hangers available in widths ranging from 1-518"to 3- 9116" and heights ranging from 4.5716" to 11". Concealed flange Sea # Product Modal, Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name. Product Description version USC available for madelshavin width a ual9� or g q 1 Titers Stainless Steel Concrete & Masonry Scre��r(TTN-SS) 114"diameter Titers stainless steel masonry screw 1 A21 A23, A33 A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties 5 reaterthan 3-9118" 2 APA21 APA4, APAB APVA21 APVA4 APVA6 Outdoor Accents Angles 2 CMST12: CMST14; CMSTCIE Coiled Straps 12 US series hangers g Facamou hangerstavailable in widths ranging from 1.718" to3- n 3 AP844. AP644R APV666 AP665R; APB88 AP688R, AP81010, APB101OR, APVB44, Outdoor Accents Post Bases 3 C514, C516; 051$, C520, C522 Coiled Straps 5/8" and heights ranging from 9-1/4" to 15'. FLfl9589-R6 APV844R :APV666 APll866R, APU6$8, APV888R, APV61D10, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25 SDS, LGU3:63-SDS LGJS 25-5D5 Face -mount hangers 4 A,PDJT2-4; APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressianfl-ensign Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Sea # Product Model. Number or Name Product Description APVDJT2R-6 8 DSP, SSP. TSP Strr to Plate fie d 15 LUC26Z LUC2T02 Face -mount hangers g 1 SD10112D6B Outdoor Accents Connector Screw 5 APHH46, A.PHHA6R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A; H2,5A, H3, H8, H7Z: H16, H16S, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face mount hangers available in widths ranging from 1-9716" to 4- 2 SD9112, S09212; SDI 0112, SD10212 Strong -Drive SD Connector Screw B API-4, API-6, APT4, APTB, APVL4; APVLB, APVT4, APVTB Outdoor Accents Land T 0eam-to-Column Ties 8 HGT-2,HGT-3; HGT-4 Heavy Girder Tiedown 518"and heights ranging from 3" to 10.15t16" 3 SD911255, SD9212SS Strong -Drive 5D Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210; APLH210R Outdoor Accents Light Hangers 9 H524 Hurry ne ie ca T 17 MGU3.63- D5 MGU525-SDS MGU5.50-SDS. MGU5.62-SDS MGU7.p0-SDS S Face -mount hangers 9 A SDCF22434, SUCF22512: SDGF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive $DGP Timber -CIF Screw $ BVLZ Brick Veneer Ledger Connector 10 HS52-SD51,5, H5S2-2-SDS3, HSS2-3•SDS3; HSS4-Sd58 Heavy Stud Shoe 1$ MWsenes hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDGF221134, SDGF221334, SDCF271958: SDCF272358 9 QBT2Z. C0T4Z Concealed Beam Ties.: 11 HST2, HST3, HSTS, HST6 Straight Straps 118":and heights ranging from 6-95116" to 19-172". 5 SDGP22434; SDCP22512. SDGP22614, SDCP22700; SDCP22858; SDGP22912, Strong -Drive SUGP Timber -GP Screw 10 GJT3Z, CJT4Z: CJTSZ, GJT62 Concealed Joist Ties 12 HTS16, HTS20, HT$24, HTS28: HTS30, HTS30G Heavy Twat Strap 19 MUS26; MUS28 Face -mount Hangers SUCP2211OD, SpGP22113-0, SDCP271400 11 DJT14 Deck Joist Tie 43 HTSQ16KTZ; HTSQ20KTZ Heavy Trost Strap. 20 SUR SUL, SURD SWl_G series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400: SDHR27614: $DHR31400, SDHR31814 Strong -Drive SDHR Combo -Head Screw 12 DS Drywall Stop 14 LFTp Light Floor Tie Anchor 9116" to 3 9/1B"and heights ranging from 3 1116"io 13-314". 7 SDS25912. SD525134, SDS2520QSDS25212, SDS2530D, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FGd, FG6 Framing Clips 15 LSTA9, LSTA12, LSTAT 5, LSTA1 $, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (BURG SULG) available for all double SDS255001 5DS256D0,. SDS25800 14 FWANZ Foundation Wall Angles 76 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flangeisconcealed. 8 SDS25112SS, SOS25200SS, SDS2521255, SDS253QOSS;SD525312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAT GA2 Gusset Angles 17 LT620, LT840 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1 9116"to 9 SDWF2716; SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SpYNF Floor -to -Floor Screw 16 H2A, H2i5T; H8 H1DR•2y H1DS, H14, HGA70 HurncaneTles 18 LTS12 LT516; LTS16, LTS20 Lighf7mnstStrap 5'and heights ranging from 2.5/8" to 11.114" 77 HEJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4; HH6 Header Hangers 20 MST27, MST37 MST4$; MST64, MST72 Straight Straps FLiS�lOD07-R8 18 K851Z Knee -Brace Stabilizer 21 MSTAg, MSTA92 MSTA15, MSTA18 MSTA21, MSTA24, M5TA30; MSTA36; MSTA49 Straight Straps FL#1 D667-R6 20 L30 LSp,;L70; L90 Angles 22 MSTG28,,MSTC4Q.MSTC52'; MSTG66 MSTC76 Straight Straps Sea# Product ModeLNumber afName Product Descriptian 21 LCE4 Post Cap 23 MSTC48B3,MSTCfi663 Pre -Bent Straps Sea:# Product MadeLNurnbar orName ProductDescriptian 1 ATR318, ATR1I2, ATR518; ATR314 Threaded Rods 22 LS30, LS50, LS7Q LS90 Skewable Angles 24 MSTI26, MSTI36; MSTI48 MST160, MSTI72 Straight Straps 1 BA series hangers Top flange Mangers available in widths ranging from 1-9l16" to 7- 2 ATUD5, ATUDB-2, A7UD9, ATU09-2, ATU09-3; A7UD14, ATUD14-2 Aluminum Take -Up Device 23 L$GZ Adjustable Stair Stringer Connector 25 MTS12, MTSiB MTS18; MTS20; M7S24C, MTS30, MTS30G Medium Twist Strap 118" and heights ranging from 7 118"to 30". 3 r _ _ BP3F8-2, BP112, BP112 3, BP5I8 2, BP.�18 3, BP314, BP314 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28L2, LSSJ28RZ, LSSJ294LZ, LSSJ2I ORZ Field Adjustable Jack Hanger 26 - - - N 1 -1 NGA2x101 Z, NGA2xi2 12, NCA3x8 16; NCA2x10 16, CA2x 2 6 Bridging 2 DGBF series hangers flange hangers available in �Mdtns ranging from 3-af8 to 7- Top MIS" A CNW318, CNW112; GNW5/8, CNW3/4, CNW518-112; CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW012, RCW014 Wall Bracing. 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65 CTUD66, CTUD75; CTUD76, GTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTPJ Tii: Plates 2$ RPS18, RPS22 RPS28 Repair Plate Strap $, DGF series hangers 'Top flange hangars available m widths ranging from T-1J2"to 3- GTUD98, CTUD99 27 ML23Z, ML247, ML2$7, ML28Z; ML2107 Angles 2r3 RSPA Sind to Plate Connector S1S"and . heights ranging from 7-1/4" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof Tie -Down $0 SP1 SP2,. SP4 SP6, SP$ Stud..Plate Tie 4 DGHF series hangers Top flange hangars available in widths ranging from 1 3f4" to 3- 7 RTUD3,RTU038,RTUD4,RTU648,RTUDS:RTUD6,RTUD7,RTUDB RatchetrngTake-Up Device 29 MMHG Hinged .Roof Connector 31 5PH4,SPH6,SPH8 Heavy Stud Plate Tie 516"and heights ranging 'from 9114'to24". $ TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLtJ28: MMLU28.2, MMLU21 Q MMLUI211, MMLUI39, MMLUI311 Fare -haunt Hangers 32 SS1 5 SS2a SS3; SS4.5 Stud Shoo a EGS, EG7, EG9 series hangers Top flange hangers available in w,dths ranging from 5-114" to 8- 9 TUW38 Take Up Warner 31 ROC; RBGP Roof. Boundary Clips 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115; ST2215, ST5215, ST6224; ST6236 'Straight Straps. 71P"-and heights ranging from 11 'tp 32-11L'? 10 URS3 318"Uplift Rod Run Tietlown System 32 RST-3 Roof Tie -Down 34 TB20 T827, T83Q T836, T8A2, T048, T654, TB58, T860 Tension Bridging 8. EGt� series hangers Top flange hangers available m vrdtFrs ranging from 3-518".ta'7- 11 URS4 112"Uplift Rod Run Tletloaln System 33 RTC22Z, RTC42, RTC22; RTC-04 Rigid Tie Connectors: 35 TWBiQ, TWH12, TWB14 Wall Bracing 174"and heights ranging from 11-1/A" 0 32", 12 URS5 518"Uplift Rod Run TiedoUm System 34 STC, STCT, DTC; HTC4 TrusgGlips 36 VGT, YGTR,. VGTL Variable Prtch:GJrder Tiedawn 7 GLS series hangers.. Saddle hangars available in widths ranging from 3.114'to 6-718" 13 URS6 3/4"Uplift Rod Run Tiedawn System 35 TJC37, TJC57 Truss Jack Clips 37 W8140WB100C, WB926, WB126C W8143Q Wall Bracing and heights ranging from.8-1/2" to 28". 36 22, Zd, Z44 Panel Stiffener Clips S'. GLTV series hangers Top flange hangers available m �Mdths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32". FL#10441-R5 FL#'1Qf531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7• FL#itki47-RS 112"and heights ranging from 8" to 30", Sea # Product Model. Number or Name Product Description Sea Jf Product Model, Nutnper or Name Product Description 10 HGLS cries hangers Saddle hangars available in widths ranging from 5-114" to 8-7J8" 1 bTT2 Hold-down $ep # Product Model. Number or Name Product Description 1 CBH2:37x5.5, 09H2;37x7 63. CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HD£iCi14; NDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount {DU, DHU) and tap-flange:(DHUTF) hangers. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 14" to 8- 3 HD(]$, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, bSG2L-SDS3, DSG5R-SDS3, DSCSL-SDS3 Drag'Strut Connectors available in wddths ranging from 1 9118''to 3 9lr3"and heights 71$"and heights ranging from 7 112"to 32", A HDU2; HDU4. HDU5, HDU8,.HDU11. HDU14 Hold-down :3 G8C Gable Brace Connector ranging from 9.116'to231.57t6". 12 HGLTV series hangers Top flange hangers available m widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HGP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5+25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7:40-SDS, HGU7 25• Face -mount hangers. 118" and heights ranging from 14" to 33". 8 LSTHDB; LSTHD$RJ Strap -style hold-down 5 HHRC2-2, HHRG42, HHRC42-2, HHRC411.81, HHRG44, HHRG52513:25,.HHRG5.3713.12; Heavy Hip to Ridge Connectors SDS, HGU9.00 SDS 13 HIT series hangers Tap flange Hangars available in widths ranging from 2 5716" to 3- 7 MASA, MASAP Foundation anchor Strap HHRG68 4 HGUS series hangers Face -mount hangers available m widths ranging from 1-5/8"to 7- 911 B' and heights ranging from 18' to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor & HRG1:81, HRG22 Hi Ridge Connector P 318" and helgh% ranging from 5-5116" to.12-71$". 14 HUSTF series hangers To flange Dist hangers available m widths ranging from 3-11$"-to P 1 9 PA18, PA23, PA28; PA35: PA51, PA68 Slap -style purlin anchor 7 LRU26, LRU28 LRU210: LRU212 Rafter Hangar HHGU525-SDS, HHGUSaO-$DS, HHGU5:62=SDS, HHGU7 00•SDS; HHGU7.25-SDS, Face•mounfhangers 3�116" and heights ranging from 5-398" to 13-1(8", 10 PAI18, PAI23; PAI28, PAI35 Strap -style purlin anchor 8 LSU28, LSSU28LSSU210 Light :Slopeable/SkewableLJ Hanger HHGU9,00-SDS 15 HUTFy HUGTF series hangers Top flange Hangers available in widths ranging from 1-9716"ta 5- 11 STHD10: STHp10RJ Strap -style hold-down 9 TBE4, T8E6 Truss Bearing Enhancer 6 HHUS26-2, HHU528.2, HHUS210-2, HHUS46, HHUS48. HHUS41'0, HHUS5.50110: Face -mount hangers 112"and heights ranging from 3-7118" to 15''. Concealed flange 12 STHp14, STH414RJ Strap -style hold-down 10 TG24 TG2$; TC28 Truss Clip HHUS7 25110 version (HUGTF) available for all models having width equal to or 1'I THA29, THA213, THA2113, THA218.2 THA222-2, THR413, THA418, THAC418, THA422; Adjustable Truss Hanger 7 HSUR HSUL, HSURC, HSULG series hangers Slowed face -mount hangers available in widths ranging from 3• greater than 2-9196". THAG422, THA426, 7HA422-2, THA426-2 1B" to 51/8" aril heights ranging tram 4-31A'to 153VA". 16 HWP series :hangars Top flange Hangers availakala in vlidths ranging from 1-9196"to 7- 12 r THRI1 81122, THAI2 iJ6t22 THAI2.1122 THAI222 THAI322, THAI3i22, THA1422 Adjustable Truss Hanger Sizetj for I -Joists Concealed flange. version (HSURG, HSULC) available for all 1J8":and heights ranging from 5-318't to 28", 13 THAL422: THAR422 Skewed Truss Hanger double 2X and. dX models; only acute flange is concealed. 17 HWPH reties hangers Top flange hangers available in w+dthsranging from 1-9118" 0 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26: HTU28, HTU210 HTU26-2, HTU28=2, HTV210-2 Face -mount hangers 1/2"and heights ranging from 5.318" #0 32": 15 THJM2-4-SDS3; THJM2-5-SbS3, THJU26; THJU26-W Multiple Truss Hangers t3 HU HUC series hangers Face -mount hangers available in widths ranging from 1-9116"ta 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and Heights ranging from 2.71$" #o' 19.114" Concealed flange 518"and heights ranging from 9-17$" to 18". 17 VPA2, VRA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal M or 19 JB series hangers Top flange hangers available in vridth of 1-9116"and heights 18 VTCR Valley, Truss Clip greater than 2 91%sf. ranging from 5-3/8" to 7-114". 10 1-1UGQ1 $179 SDS, HUGL�1 81111-SDS HUCQ216-2SDS, HUCO210-3 SDS; HUC4310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUCQ414-SDS, HUCQ412-SDS HUCg52519-6DS, HUCQ5,25111-SpS, HUCQ610- ranging from 9-3718"ba13-118". :SDS, HUC0612 SDS " * Simpson Strong -Tie 2020 FBC Approved Products Updated 1zrJorzozo - • � Simpson Strong -Tie 2020 FBC Approved Products Updated 1zrJor2oza • Simpson Strap -Tie 202t? FBC Approved Products g updated izrsorzo2o * Simpson Strong -Tie 2020 FBC Approved Products Updated 1zr3orzozo ,. For direct links to all 86T approvals listed trel a,'r: CLi. K RE. For direct links to all S3T approvals listed helvre, CLICK HERE. .. For direct links loall SST approvals listed belv,�✓,, CLICK MERE. -�, _ fa direct Mks to all SST approvals listed belaRs. CLICK HERE.. ., r For additional information regarding Flaldas Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA7: CLI uK FIERE, ., - .t i K N R For additional infamaUon regarding Florida's Statewide Product Approval System and M+ami Dade County Notice of Acceptance {NOA}, H m For - i am tr regarding Statewide Product royal System rid Miami-0adeCotrn. Notice o Acceptance NOA CLECK ErTE. additional of a on Florida's . Approval a M+a County f {.. }, - �' K H 4 � Faaddxronal information r ardor Flondas-Statewide Product'A rovalSystem and Maori Dade Coup Notice ofAcceptance NOA , E, E. a9 g pR tY ( 7 �as_.�._�. 21 LB series hangers Top flange hangers available in width oft-9116" and heights FL#11468-R5 18 51LBY1 56, SILBVI 81, 51LBV2:06. S/LBV2.37, SILBY2;56, S1LBV2.88, S1LBV3.12, Top. Flange Joist Hangers 5 SET-JCP Adhesive Anchprfor concrete ranging from 5-3/8"to 15.1i8"- S1LBY356,S1LBV362:S1L8V406.SJLBV4.42, SJLBV428, 51L BV4-75_SILBV550 fi Strong-Bal[2 {SiB2,STB2-4SS,. ST B2-BSS} Strong-BoR2 Wedge Anchprfor concrete available in carbon 22 LBAZ series hangers lop flange hangers available in width of 1,9116" and heights Sea JF Product Model, Number or Name Product Describtfon 19 SlLTT29: S/DTT2Z, SIHTTI4, FITT4, HTT5 Holdowns feel and Types 304 and 316 stairilesssteel ranging from 9-3116" m 13-1t8". 1 HHUS210-3; HHUS210-4 Joist Hanger 20 SlMST60, S1MST72 Straps 118 mil (1 R ga) 7 Titers HD (THD H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, TNp-CSBSS) Titers HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3 LEGS, LEG7 series. hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HRSB: HR512 Strap Ties 21 SP4 SP6 Shed Plate Ties. available with hex head in carbon steel and Types $44 and $16 719"and heights ranging from 9° to 33-112". 3 HUCg210-2SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP; TSP Stud .Plata .Ties stainless steal. or with countersunk head n1 carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THG83, THGB3, THGBH2, THGBH3, THGBHA Joist Hanger 23 ST C,. DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-112". 5 THGQ2SD53, THGQ3-SDS4:5, THGQH2-SDS3; THGQH3-SDS4.5, THGQH4SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal $ Tden HD Rod Coupler (TND37B39fiC 7HD50934RC) Titers HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available inavidths ranging from 1-9116" to 5- 8 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HQ Threaded Rod Hanger (THD625158RH, THDB37158RH, THD37212RH; Titers HD Threaded Rod Hanger for concrete 1/6" and heights ranging from 9-114''io 24". THD50234RH THD10212RH} 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width oft-t3N6"and heights 10 Wedge-AII e1VA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118". FL#11473-R5 Ft.#1390d-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model. Num bar or Name Product Description Sea # _ .Product Model. Number or Name N Product Description FL#16230-R8 118" and heights ranging 9-114" W 32". 1 DETAL20 Double Embedded Truss Anchor T GCflM362-SDSHDG, CCQM4:62-SDSHDG:CCQMSSD-SOSHDG,CCTQM3 62-SDSG; Masonry Pier Caps. 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQMd 32-SDSG CCTQM5.50=SDSG, CCGQM3 62--SDSG CGC0M462-SDSG, Sea # Product Modal. Number orName Product Description - Hurricane Tie GGGQMS 50-SDSG 1 AT-XP AT-%P High -Strength Acrylic; Adhesive for concrete or masonry r 2 EGGLQM3 62G-KT ECCLCiM4 2G-KT ECCLQMS 50G-KT ECCLLOMD3 62G- T Masonry Pier Caps 2 ET -HIP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HE-i aL16, HETAL20 Embedded Truss Anchor EGCLLQMD462G KT, ECCLLQMDS 50G-KT, ECGLROMD3.62G-KT, ECCLRG]MD4.62G- 3 SET-XP SET-XP High Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors 1ST, EGCLROJMDS SOG-KT 4 Strong-6oh 2 (STB2) Strong -Bah 2 Wedge Rnchor for masonry Heavy Embedded Anchor 3 HGUM525. HGUM5.50 HGUM700 HGUM725 HGUM9:00 Heavy Masonry Hangers 5 Tlten2 N2 Titan Screw Anchor or i i-- ter,-. rr: 1,. , (D Cn _0 > MIIAK�DADE AMMM-DADECOUNrf PGT Industries, Inc. PGT Industries, Uv. (D 0 _0 mlmmp PRODUC TCONTROL SECTION PGT Industries. Itte. (3) 0 0 1 IS05 51W 1-6 SteeL Ream 1-09 NOTIC E OF ACCEPTANCE. EVIDENCE SUBAff rTED NOTICE OF ACCEPTANCE, EVIDENCESITBIffrTED (D CU -0 DEPARTAMNT GF RZGU_XT0RY AND FCONOARC RESOURCES OUR) M!a=,F1wxb 33173-m2474 BOARD AIND CODF JAMEN75TIRAT10'N DIM10-N 1996)3h_2_590 FrTM)315-25,919 NOTICE OF ACCTPTA_NCE: EVIDENCE SUB-AlITTED -4-0 (D (D 0) 0 (n XOTICE OF ACCEPTANCE (NNOA.) WWW_WMMMQ&.ZWeC0Ao=V Evidence submitted under previousIN-0-A D. QU,,ALXFYASSV.&k_N-CE C =3 M -cu A. DRAN%TqGS B. TESTS (continued) L Miami Dade DepartmeW of Regulatory and Economic R&sources T.-E-R)-, a) -0 0 -0 PGTIndustries,Inc. 1070 Technology Drive, le gs; and sediow. drawin 5. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 = 0 L_ 0 C1 North Venic,-. IFL 34275% (.�nbifdfted under A70.4 A& 11-0107 04) 1) Uniforna Static Air Pressure Test, M FBC- TAS 202-94 1. 3LITERIAL CERTIFICATIONS U- SCOPE.- Drawing No� 3—M _5570.0-titled "'Vinyl Sliding Glass DoorNOA(L-K", sheets 1 3) Water Redqawe Test, per FBC- TAS 202--04- 1- Notice of AcceptanceNo. 1"-528.14 issued toVision Exlrumon.Liruited fortheir C .0 co 0 — .+- Co Tliis NOA is beingissuedunder the applicable rules aridregnla6ow 801WRingL the me oficonstructionmaterials. The through 21 of 2 1. acturer, dated with revisimi A dated , prepared by nmmf 4) Large Missile Impact Test per FBC, TAS 201-94 Wlkite Rigid PN'C Exterior Exn-usions for Windows and Doors"'. dated 08134 5. (n Co 0 > -0 E 0 dommentation submitted has been reviewed and accTted,by TvEami-Dade CoualyRER -Product Control Section to 04/05/17, signed and scaled by A.. Lynn MMer. P.E. 5) Cyclic Wind Pressure, Loadingper FBC, TAS 203-94 expiring on 09,30/19, &_ (n be Uwd M NaamiDadc COM31y and, Other Ueas'Ahcre allmed by the AiAhmity Hirvmghzii�&cduu (ART). I 6) Foxed, EntryTest, per FBC, TAS 20-2-94 1 Notice of Acceptance No. 16-4920.08 issuedtG Vision F-mnasian Lirnited for their 'YE - Cn .,o M _C_ CU _+� Ths-NOA shall, nothe vand afierthe exparationdate statedbelow,.The Miami -Dade CoutirtyProduct Control Se�cbou B. TESTS along withmarked-up &awings and mstallationdiagram of vinyl sliding glass door, pmpared 100 Tan 202 and lighter Shades 01-on-White) Riod PVC Exterior Extru, sions for U) < (In Miami Dade County) andlor the A1-U (in arm other ttan Nbatni Dade County) reserve the right to have this 1- Test report on 1) Uniformi Static AirPressure Te&t,perFBC_ TASS202-94 by Fenestration Testing Lab-- Inc-, Test'Rkport No.. FTL 8_549- dated ILD&I 5 d signed an NVindows and Doors'- -dated 112,108116. expiring on. 112KI- product or matefial testedfor- quality amurancepurposes. lf&is product ormaterialfa& to'ped.ormin the accepted 2) Large Missile IMp2Ct Test FBC.TAS 2101-504 Pff sealed by I dalmis Orteg a� P'E - (Te-st repart revised on 12 iWfl 5 and 0 27A If 16) 3. Notice of 'A c ceptance No. l,"528.15 issued to Vi&ion F-sarasion Lirmt ed for their manner, the inn ctumurilt incurthe expense of suchtc-,sting and the AHJmay initnediateely, rev oke- Inadify, or I I 3) Cyclic Wind Pressure Loadhigrpef FBC, T-AS 203-904 6- Testrepofton 1)AirInfikra'd=Tcst, per FBC,TAS 202-94 -Brown Coated (Painted or Laminated) White Rigid PVC ExteHor Extinsions for F11 suspend the. use of such product or material widiin 1heir jurisdiction. RER reset vies, the ri&t to revoke this acceptance. if it isdetermined byMiami-Dade Countyproduct Control Section that dlispToducto�material fails to along w. ith marked -up drawings and iastzllation diagram oftinyl sliding glass door. prelwed 2) Uniforna Static Air Prewure Test- per.FBC. TAS 202-94 Windows and Doors "_ dated 0&13115, expiring on 0930,[19- -ERGI lueet the requinments of the. applicable building code- by Fenestra tion Testing Lab, Inc.- Test Report No. FTL 8 717� dated I !Z7/1 5, signed and 3) Water Resistance Test., per FBC. TAS 202-9-4. 4� N otice of Acceptance No- 1"71101 i&swd to EN Fenestration Solut ioris U SA, A. This product is. approved as described herein and has been designed to complywhh the Flmi& Building Code, sealed by Idalmis Ortega, P_ E_ (TeA report m�ised on 0245/16 and 02,24116) 4) LargeMissile Impa,-ct Test per FBC, TAS201-94 Inc. for their "T.A-N 3040 and Lighter Shades (NonAkThite) Rigid FN'C Exterior including the ffigh Velocity Hurricane Zone 2, Test report an 1) Air Infiltration Test, per FBC- TA�S 2 02 -94 5) Cyclic Wind Presstue Loadmg per FBC, T� NS 203-94 Extrusions for Windows and Doors" dated 0_0,1 5� 16- expiring on 01,04LI 1. DEscRimoN.n serit-s "_-'_'7W_`77,0" Vinyl Sliding Glass Door (Reinforced) wMv 900 & 13551 corners.-L-M.L 2) Unifonn Statw.Ak Pressure Test- per FBC, TAS 202-94 along with marked up drawings and mstzllatioa diagram of vmyl sliding glass door prepared 5� Notice of Acceptance No- 1"712.0-1 issued to ENERGI Fenestratim Solutions USA- AFFROVALDOCILTMENNT; Drawing No.'_,%JD-5570.0 RevR, titled LIV.myl Sliding Glass DoorNOA,U_""'_ sbeet 3) Water Resistance Test, per FBC. TAS 202-94- by Feriestratim Testing Lab, Inc-, Test Repoft No� FTL 855 2- dated 12i04115- signed and Inc, for their "Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior I thiou4i 21. of 21,preparedbymanufacturer, dated 10t0j'15and lastrevised on 02j'01121, simed andsealed by )01 4) Large Missile Impact Test per FBC. TAS -94 scaled by Idalmis Ortega, P. E (Test repoft rmused on 0211.5,n-016) Extrusions for Windows and Doors" dated 09115 il 6, expiring on 04,116i20. A- Lynn, M, iller, P-E.. bearing the Miarm-Dade CourityFroduct Control ReNisionstamp with theNotice of per 5) Cyclic Wind Premw Loading FBC- TA.S 21,03-0 T Test report on 1) Unifom Static Air Pressure Test., per FBC, TAS 202-94 6. Notice of Acceptance No- 16-0712.03 i&,Rmd to ENERGA Fenestrafi*n Solutions USA_ Ac,c,eptanc,enu,moberande.xpiration date bythe M2a=-Dade County Product Control Section- 6) Forced Entry Test, per FBC, TAS 202-94 T)Large Missile Impwt Test per FBC., TAS 201-94 Inc4bTther 1,Ue Rigid P17CExteriorExtrusions for Windows and Doors" dated M-Ls,= Lup_tcT R A-IING. La rge a n d Sma H.Nfi- s He Impac t Resista n t alongwithmarked-updrawingsanidia �tion,diajzramofxinyislidin,-ghssdoor,-pwpared 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 08A01 7, empiring on 02,28/19- Lizdt a do us - , Inc., Test Repcfft No - FTL S_W� dated 1 V0&l 5� signed and by Fenestra tion'Test ing- Lab, along withnorked-up irawings and installation diagram of vinyl sliding glass door, prepared 7- Test reports No(s). I 0-W2-79'2_(A), 10-06--M052 7. 535 753-09- per ASTME-84, I - See table I (sheet2) and table 21 (sheet D f'orapplickle SGD unit sizes- design pfesswes, ieinf=ements types- scaled by I dahnis 0 rtegA P_ E - (Test report revised on 0 1 V/1 6 an d 0 2 � 11/2 0 16) 1 _ Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thru A-22)� dated by A S T-11 D 19 2 9 and A S TNM -6 3 -5. issued. by E X OVA to V ision E-xtn nion for c ellulosic glass types, sillmer(see tables B-1 & B-2,sheets 7-8) and anchor layout shem requLremerits in 11 thrul 6. 3 3, Test report on 1).Nir Infiltration Test. per FB C, TA�S 202-94 1 L19110, d_g=d and scaled by Jorge A- Canso, P. E_ (Submhud nyider2VO-4 Xo. 11- composite a2terial- 1 Rigid White FVC, Tan (Non -white-) Rigid PV rlaminated) .i C andBrown coated (Paizued a white Rigid PVC to be per FBC- 2) Uniform Static Air Pressure Test- TAS 202-04 010704) (Submined under X-0-4.N76. 11-010/1041 3) Water Resistartce Test, per FBC. TAS 202--94 8 Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 8- Notice ofAcceptance No. 14-0916. 11 issued to Kuraray America., Inc- for their 3.. ELwess opefabke. do= m-tat comply with min ckw width or height pe 1713Crequirementas applicable. 101 4) Large Missile Impact Test per FBC, TAS - -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Seran-Glast (Clear and N%Iftp) Interlayer', oxpidng on OTD4,`1 8. 4. Pocket wills under sepame. appmrval, to be teiaeivedby Building, official 5) Cyclic Wind Presme Loading pef FBC_ TAS 203-94 3) Water Xesistanc�e Test, per FBC, TAS 202-94- 9. Natice of Acceptance No. 16-1117.01 issued to Kun. rav Ammica, Intc- for their LABELING -Each unit shall bem- a pemianeat label with the mamfactiu&r. name. or logo. ci stateandzeriesaind try 6) Forced Entry Test, per FBC, TAS 202-94 4) Laf ge Missile Impact Test per FBC, TAS 201-94 j T-11traclear Clear and Color PN�B Interlayer� expiring on 07fiOS/19. following statement 'Mami-Dade, County Product Controd Approved", noted herein. alongwr1h. marked -up drawings and installation diagram of vinyl. slidmg &ss, docc prepared 5) Cyclic Wind Pf essure Load ing per FBC, TAS 203-94 RCENIEWAL of this. _NOA shall be considere d after a m4m-val. app licatim has be en f fle d and th ere has, be en. u 0 by Fentstration Testing Lab, Inc', Test Repof t No- FTL 8547 � dated 121% 15: signed wid 6) F orced Entry Test. -94 � per FB C, TAS 202 F. STATEXIENT S change in the applicable building code negati�,,ely affecting the perfennanc,- of this Pro&& sealed by Idalmis Ortega, P. E (Test report mised on 02,115/16) along with marked -up drawings and installation diagram of -viqvl slidingglass dooT, prepared I - Statement letter of confonuance with FB C -5, "1 E dition (21014) and FB C-60 Edition T EF-Nin�AJI 0 N o f this. N10A will oc c ur a ftel the expim tion date o r if th eje ha s b e e n a revision or change in th e 4. Test report on 1) Air-Infiltratmin Test- per FBC.- TAS 202--44 by Fenestration Testing Lab, Inc- Test Report No-FIL 6337 (sanTiles A- I thru A-5), dated 0-01 7� issued by manufacturer, dated OWI 4!177 signed & sealed by Lynn Miller. P�E_ matedah, use. and'or mandacture of the product or process- Misuse ofbds.N10A as an endofsem ent of anypro&ct, 2) Uniform Static Air Pressure Test- per FBC- TAS 202-94 11`0610, signed and scaled by Jorge A� Causo, P. E_ (Submifted underA70-4 N`o. 11- 2- Statement letter of no fiamcial interest, dated 04A&I T issued bymanufacturer. sipled for sales. a&em'sinz or any otherpuqx)ses sha automadc allyterminate this NOA. Failurew conTly-with any 3) Water Resistance Test, per FBC, TAS 202-94 016709) & sealed by LyMn MMer_ 7DP section oftfi�s NO."all �e c ause -for termination and rerno�,-al ofNOA- 4) Ixge Mmk Impac Te-st per IFBC, TAS 201-94 3- Letterof lab compliance, part of the abow test irports- -AD-%T_RTISE_Nff_N_T: The N OA numbei pr eceded by the words 21YEami-Dade CouEly- FloruLa., and fo llzwed by th e 5) Cyclic Wind Pres=r Loading per FBC, TAS 203-94 C. CALCULATIONS 4. R-ER-Test Proposal No. 17-0387, dated 05,-,0547, sioned by Ishaq Cbanda-- RE. ex-piration date maybe displayed in a&mrtismg literature. If anypoftion of the NOAis dispIWed- then it shall be 6) F;rced Entry Test, per FBC, TAS 202-94 1 - Anchor vffi ification calculations and stractuml analysis, complying with FB C-2014, done in its entirety. along with marked -up dra wings and iust2llat ion diagram o f viayl sliding glass door- prep ared prepared Lny PGT_ dated I 10"Q11 5and last revised on 01115116- signed and sealed by G. OTHER LNNSPEC-310-N. A copyof this entifeNOA sliallbepro-&-idedto the itser� by -Me manufactuier-orits distributo:rs and by Fenestration Testmg Lab, Inc-, Test Rqxxt No. FTL 85U, dated 1104A 5, signed and L Notice of AcceptanceNo. 1-55-1210.01- issued -tort Industries-. for their Series shaU Ve av, ailable for inspeclion at thejob site at ffie request of the guilding Official, sealed byIdalmis Ortegi;k R E. (Test report mrised on 01,10416 and 02111/16). 2. Gli-dugcomplieswitb ASTME-1300-09- 557012770" Vinyl Sliding Gtass Door Re1nforced)-L._XU'i expiringon 04/1+21- ThisNOA revises & renens -N-OA920-0429.05 and comLsth- of ffiispagt I and e-.idencepayes E-1- E-2- E-3- E-4, =C� E-5 & E-6 as well as approi-al document mentioned ab(n;e- Thesikmitteddocun3entatim was rmiewed by Isbaq L Clianda, P1. _fth2q, L Chanda, P&E. lsh2q I Chinds. PZ� f bf n J, hhaq 1, Chanda, PT_. ZI C= C� M C14 >< " Product Control Uiit Supervisor Product Control Unit Supern'sor Product Contra] -Unit Supervisor c- C= _N0A _N�0. 21-Q 2 05L.tk.' IKOA L N'G, 2 1 - 0 2 0 S. � 3 0_51.03 C-4 ExpiratianDatei AprilN.N26 Expiration Datet April 14, 20-16 -Expiration Date- Aprill4.1016 Expiration 1)3tet April 14, 2OU Approval Date- Xla rob, 2 : T 11 *_11 -0- Approval Date. March 2-5, 102 1 -Alwroyal Dnte. Afarch ZF', !:021 Approva I Date., March 1-5, 2021 CU _= E-2 E -3 C" C= 7; E F, PGT Industries, Etc. C GI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: M-IDEXCE SILT B'-k]ITTT-D NOTICT OF ACCEPTANCE: EX-MENCE SUBX-ff ITED NOTICE OF ACCEPTA'.NCE: EVWENCI SUBM=D 2. Evidence Submitted under previous submittal E. K-iTERIAL CER-lUICATIONNS (continue) 3. New Evidence Submitted 5. Quanex Part Suver Spacer Standard complying with ASTNI C518 Thermal Conductivity A. DKIXIP�GS 0.891 BTU -in! hr.:W-F, ASTM F 1249 IWIR-Pass, ASTM D3985 Oxyger�ss, AS1M E A. DRAWINGS 1. Drawing No. -NED-5570.0 RerB, titled "Vinyl Sliding Glass Ekmi NOA sheets 2190 I.G. Durability -No Fog -Pass. (SubmwMd widerprevious JVOAN-o. 15-0499. 05) 1. D mwing N o. A111D - 56 70, 0 Rev B_ titled -`V inyl S lid ing G lass Door NOA (LM), sheets I I through 21 of 2, 1, prepared by manufacturer. dated 1 OX5/15 and hist revised on throug I` I :h 2 1 of 2 1,,prepared by manufacturer. dated 1, O(ID5 `15 and last, rev-ised on 02j'01 �2 L 04122020, signed and scaled b� A- Lynn Miller, P�E, 6. Quanex Part Divaseal comply�g with ASTNI C518 Thenmal Condurdirity 2.22 BTU-ini signed and scaled by A.- Lynn miller, pa br_ftz-`F, ASTM F 1249 W%71R-Pass. ASrV1 D 1434 .4sgon Permewr-Pass, ASIM E Note� This rtnriskm consists replacement of same existing installation screw with flat head.. B. TESTS 2189 LG_ Durability -No Fog. AST.M'E 546 Dew Point Developnkmt --?(PF in 49 hm- 1. Test reports on: 1) Air InfiltrAtion Test, per FBC. TAS 202-94 (Subw Ned ii n der Y 0-4 No. 15-6409. 0-5). 2) Uniform Static Air Pressure Test, Loading per FBC- TAS 202-94 7- V- ision Extrusions- Ltd- Parts complying with PVC-AANIA 303-13, Vohadary Specification- B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Pob?vmyl CIfloride (PVC) Exterior Profiles fbrVisim Extrusions, Ltd.--VEX-1 by 1. None. 4) Large Mssile Impact Test per FBC. TAS 201-94 AAMA Fenestration ExtenouProllide Certification Pmgram. (Submh1ed nnder Y0.4 No. 15- 5) Cyclic W, ind Piessure Loading per FBC. TA3 203-94 040A C11 CALCT2LATION1 along with marked -up drawings and inm2flation diagram,of all. PGT Industries Inc. & Vision Extrusions- Ltd- Parts complying tvith FVC-AAK-k 303 43 L. None - A-0 representative units listed below and tested to qualify Dowsd 791 and- Dowsil �8,1 silicones, (Subuf iffed underNO-4 No.15-6469.05) prepared by Fenestration Testing Laboratory, Inc., Test Reports No-- PVC.--AAMA 303-13, Vohmtary Specificatmi. for- Rigid Polyviftyl Chloride (PVC) Exterior D. QUALITY- ASSUK-UNCE FTL-7897, PGT PIW-5520 PVC Fbwd Window (unit 6 in proposal), dated 09,10344 Profiles for Vision Extrusims,. Ltd--VEX-1 by AAMA Fenestration, Exterior Profile L Miami -Dade Departnwrit of Regulatory and Economic Resources (RER)_ F-rL-20-2107.1, PGT SGD780 Ahtmimxm Sliding Glass Door (unit 7 in proposal) FIL-20- Certification Progrant U) 2107.2. PGT CA740 Alum Out&w* Casernent1h'indow (unit 8 m proposal) FTL�20- 10. Notice of Acceptance No- 18-12r.14 i-mwd to Enerp Fenestration Sohttion, USA, Inc. for E, CERTIFICATIONS M 2107.3. PGT PW7620A Aluminun Fixed Window (mit 9 in proposal) and FTL-270-2107.4, their -Tan 3040 & ligght shade (non -white) INN" Rigid PVC Exterior Exhmsions for I- Notice of Acceptance No. 19-0305.02 issued to, Kuraray America, lue. for their > PGT PW7620A Aluminum Fbied Window, (unit 10 in proposal) dated GT13/20r all signed XVindows and Doors�% expiriagon02%1221. "Trasifult Ultractear, Cloar, and Color PNB Gbss lnterbyers7, expiTing on 07,108/24- C) and sealed by Idalmis Ortega- P.E_ 11. Notice of Acceptance No. 1"1222.02 issued to Energi Fenestration Solution, USA, Inc, for 2. Notice of Acceptance No. 17-080&02 issued to Kuraray America, Inc. for their their serris'"'"I &e.Rigid PVC Exterior Extrus6as for Aindows and Dow s�_� o*ing on "SentryGlavt (Clear and'R-bite) Glass lnterlayers'% exp I mgou QT04,123- > C. CALCULATIONS I Ancbor verffication calculatwas, and sinxtuml analysis, compbring with. YBc 71h 02,28J23. 3_ N otice- of A cceptance N o. 18-1106. 10 issued to Vision Extrtmons Lintited for their "Briown 0 0- < 11 Notice of Acceptance No. 2"20103 issued to Energi. Fenestntion, Solution, USA_. Inc . for C o ated (Painted o r L amina te d) W lute Rigid PV C Exterie r Extrnkwns, fo r Window S Edition (202q). dated 0+122J20, prepared by manufactmer, signed and sealed by their "Bronzf & hot shade cap'coated White Rigid PVC Exorier'Extruskns, for and Doors-- expiring on 095Y,30i24. -4-0 Anthony Lynn NWer.. RE, Windows and Doors-, expiring on L 04,16,25. 4- Notice ofAcceptanceNo- 194100-11 issued to'Vision, Extrusiotis Limited for their series Glazini complies with ASTM. 1: 1-100-0-1. -09. -12 and -16. 'IT- 1000 Tan 202 and lighter shades-L(Non-White) Rigid Cellular P17C Exterior D. QUI ALITY ASSUIRAN-CE F. STATEXIIENTS Extrusions for","indows, and Doors". expiring on 12,29,2 1. 0 Nfiamiw-Dadc Depwtment of Regulatcryand Economic Resources (RER). 1. Stateniumt letter of confomance to IFBC 71d, Edition (2020), dated 0412,20- issued by manufacturer- signed and sealed by Anthony Lynn Miller� RE- F. ST_4LTE_Nff_NNTS E. ALiTERIAL CERTIFICATION'S 2. Statement lefter of no fmancial i�tercq and of independent- issued bymanudacturer- dated L Statement lefter of conformance to FBC 76 Edition (2020), dated 0101J21, issued by L Notice of Acceptance No- 19-030,55.02 issued to Kuraray America. Inc. for their 0-4/18,20, signed and sealed by Anthony Lynn Nfillff, P.E_ mamifacturer, signed and sealed by -Anthony Lynn MdkT- P�E. U) "Troosifoff Uln,aclear, Clear, and Color PX-B Glass Interlaverf, I expiring on 3, Private Labeling Agreemertt dociniumt between PGT. dated 0330115 and signed by all 2- Pnvate Labeling Agreement dated 030SJ21 between PGT Indusitnes, Inc. and CGI 07108,124. inolved parties. Windows and Door Inc.. signed by Dean TYL Ruwk, P-E., V.P. Engineering. on behalf of Notice of Acceptance No. 17-0908.02 issued to Kuraray America, Inc. for their "S4@n0.,G1asT, bothc4mManies- (ClOar and White) Gb ss Intortayers", CXPIM9 on 01�04,,23. G. OTHERS 3- Notice of Acceptance No- 18-1106.10 issued to'Vision Extrusions Limited for their 1. This NOA re -vises NOA# 17-042 U6 (PVT w)M) and updates to FBC,2020 (71Edition), G. OTHERS 0 "Brown Coated (Painted or Laminated) N�Iite Rigid PVC E xterim- Extrusions exp if ihT 04/2 1,21 - L Th:is NOA revises & renews Na-k# 2 ' 0-0 429.05 (PLA w1C , GI), expiriag 04!14026. for AXmdows and Doors"- expiring on OW30,24. 2 - RERTtst proposals #19-1155 dated 01-40.20 approved by IshaqI. C-Imda- RE, expiring 2. The =Tmt associated PLA CGI f& #21-02 05. 01- expiring 04,11+26. A. Notice of Acceptance No. 18-1106.11 issued -to "Y"ision Extiusims Limited for their 04,44-21- 0 serks "N-E 1000 Tan 202 and kubter shades (Non-Mlite) Rigid Cellular YVC Exterior Extrusions for"'Indows Doors7_ 12j29/2 1. �f I kk� LU and empfiing on Ishaq L Clmiidn. P.E. 1,Sh3q 1, Ch'33%d2. RE, Product Contriol Unit Supervisor Product Control UMR superdsor z Product Control Unit Sup*rTisor 2142-021U13 N10A, IN-10. 21-0,205.03 < NOA N"4. 21-0205,03 Expi"tion Date-. Ap.6114,2026 Txpirm ties Date- A ri114L!026 ExpiratioaDat— April 1.4,2026 App roval Ra te-Alarch 25, 2021 Apifteval DmA*�- March 26, 202 1 Approval Datt, Ifitrch VS, 20 Z I E __9 E -6 E 4 SHEET NO. March 6, 2023 PA 1.4 11 T T_ I 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA,, LLC Cast -Crete USA, LLC W CL CU -0 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 (D =3 CU -cu 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 (n = p L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast andPrestressed Lintel Details sheet I of 1, 1. 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 LL +� prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing Mo. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4 ", 6 & 12 %+- 0 CU 0 > In -0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables" ' sheets I through 3 of 3, last revision dated 06112114, all F= a) 0- (1) 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 daledApril 28, 2003 both through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114. U) -6-0 0- U) CU The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on C_ CU -@.- U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintel$ Filled and B. TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared . C. CALCULATIONS Section (In Miami Dade County) and/or the ABJ (in areas other than Miami Dade County) reserve the right to have by Applied Rese arch Laboratories, Report No. 30404A, dated 04110103, signed and 1. Mone. L Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.20J through 14.236, this product or material tested for quality assurance purposes. If this product or material falls 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, RE accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCT.TLATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miarni-Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Mami-Dade County Department qf Regulatory and Economic Resources (RER), fails to meet the requirements of the applicable building code. Parrino, P.E., signed andsealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida, Building Code. 1. None. DESCRIPTION, (Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels, D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, L Quality System Manualfir Cast -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", 6" & 1211 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, RE, 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 z Cast -Crete Quali�v System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 13-0321.07 1. None. 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 L None. B. TESTS County logo. "Cost-Crele 4 ", 6" & 12 " Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENE, WAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., datedMarch 24, 2003, last revision datedMarch 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Mone. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the L Arone. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. Mone. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER)_ any section of this NOA shall be cause for termination and removal of NOA. 1 Xone. D. QUALITY ASSURANCE E. MATERIAL CERTIEFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Momi-Dade Count), Department ofRegulatory 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. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C= Ei 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 CV) E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ci Pro6ct Control Section Supervisor Profict Control Section Supervisor Product Control Section Supervisor E M CN CU CJ 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 B. TESTS B. TESTS C. CALCULATIONS C. CALCULATIONS (D D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. ByMami-Dade County Department ofRegulatory and Economic Resources (RER). L By Miami -Dade Couno) Department of Regulatory and Economic Resources (RER). E I,. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P, E. Crete USA Inc., dated 08108117 signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 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, RK 0 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > — CL L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0- LT4612, titled "Cast-Crele 4 ", 6 " & 12 " Lintel Safe Load Tables", sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last *--a revision dated June 12, 2014, all signed andsealed by Craig Parrino, P. E., on CL C. CALCULATIONS D. QUALITY ASSURANCE CU 1. By Miami -Dade County Department of -Regulatory and Economic Resources (RER). M E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Article of Conversionfor a name change. LLJ Product Control Section Supervisor Product Control Section Supervisor Z Expiration Date: 09/11/2023 Expiration Date, 09/1112023 < Approval Date- 08/20/2020 Approval Date: 08/20/2020 SHEET NO. March 6, 2023 PA 11 ./— N. —co PROP-my-LA'AL 2 1RQP-UCT-EV-AILJ1QA-TElMUP01U NO, 20-0721.01 5 /T[Ti E IN TILLIT TESTING & ENGINEERING COMPANY 22-T-0-T REPORTS: 6, MATERIAL CHARACTERISTI AND SPECIFICATIONS; - --- - -- WA-5ffk-k IILLrr, JR., F.E. tilte Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated oil -oao ""'%�.,�Iixom 441,77, 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FL C , IL._,. jq� MI*719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications %hall be as indicated on sheets 1, 7 and 21 of Testing, Inc.. Reports # 96-569 dated 08/0911996, #96-570 dated 09118/19960, 26, of Product Evaluation Document (P,E.D,), drawing No. 20-176, PRODUCT EVALUATION REPORT 996-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenostration Testi rig Laboratory, Inc. reports III 2032 dated 0411611998 and # 21126 dated 10/06/19q8 witnessed by Gilbert Diamond, P.E. and Report No. 7., IMITATIONS AND CONDITIONS OF USE. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespacla, P.E. and Henry Hattem, P.E. 7-1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile Lost report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tifteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E. PRODUCT SUB-GATEGORY, Storm Pariels 2 .3.STRUCTURAL ENGINEERING QALCVLAT,LQN$. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Cage Galvanized Steel Storm Panel for maximurn panel length vs. design defined ont section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: 0WhaLPJ0hQftQn-Pr-0AVfift11& length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc, wood frame structures. Davia, Florida33314 dated 11103108 and 03/12/1 5, signed and sealed by Walter A. Tillit, Jr., R E. 1, PURPOSE OF EVALUATI N; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impart under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-00013719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol, "%titillpfflit", 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS RESISTANCE, ,%k A T144 ",0,x? : /,� Professional Regulation. ----, 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind -,,,'Ri� -, - ". :,� \� - - -, .. ,,, . , �S-�� - - " \�, E N Se," - - - 1P 1--,- This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, - I -.-I V, .. or� , - - - % . - 4416 I been verified for Compliance In accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. ,----,�,:-%- . = ---, --- --.-4=4-Mo� , 1 ----, - =-*.1-----!:,-,* - * B Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, , . ' - -I "4-e`-,o--* '.�. STATEOF !,:� at least equivalent to that required by the Code. 15, 17, 1 8� 19, 20 25 and 26 of 26, of Product Evaluation Document � PA, D.), No. � _,, - ,, _I I !kx'?PX'*t-, "40RID"'..." 'f drawing 20-176, /I � e0l- '. N�,I, ,,, I ...... � I� x This Product Evaluation Report shall be subject to review and revision in case of , ,k� �";,,INNAC� OW 111JI1111111wit"N a Building Code change that may affect its limitations and conditions -5JRITALLATION- Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WAT1.1- D�� TILTECO ADMON RECORDS I P. E. REPORT-20 � OLOM PROTECTION PRODUCTS, LLC I 20 GA43E 2j. PRODUCT EVA—LUA"nON -DOCU MVN-7-(R.9-0-J� (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELk DRWG * 2G-176 � REPORT# 204728.01 Drawing No. 20-176, titled 1`20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared byTilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. TIllit, Jr., P.E.; dated 0712812020. This drawing Is an integral part o4rip's fit), L,'kWlI1PII440,f Evaluation Report. ONAkIll .�tIR A. rQ'/'1,*,, - I'(. 'O, � N. T144 N, .IN' j .. � ON "I I \--� ... ... '101 ,. � ... .... / ,!��!;I�, .1;L , - ,- � \0 'N , - V- I, ,� .." " - I- -An- - V C se I - % I , .. .� I/ I, L . :P �� ,z::g�'.,`\,\�,EN&� -, . �� --, C 1. 1-t ,,7-jL,--d6----�------g1t ,* .:,p - - . , I -- 7- ---=.L-- Z�Y- NO, 44167 -- I " ;*� ,,�,Z--, -- < - . ,��--�� ,. . .-- -----=,-.,---- 7""--�4�- t = , - � * :A I -t"I"I-104-: Z � = -:,-,:, -, , , * *- _,, I . � = - - - --1 M-CI*. -- . . - � r �, . U� � , % �4 0 , *' I 1� STATE OF /,q;_;-� - / , S- "I . — 40qt13 .,',\�, -1 s 0�,-� i�. nt" .1-1K4 I'll, , P. I .� . " ... I 6355 N.W 36th Street, Suite 305, ACRoti, Florida. 33166 - Phone: (305) 871-153 - 1 6 , , I I '. � - .� ". - I , �§ s� 6 . ........ k�N I�x *',',"181/00�- LO' 'HolilitIOM", f1hi 4 " I I / - I ILI ECO INX TILLIT TESTING & ENGINEERING COMPANY - I ---.- - I I -,--,- WALTERA. TILLIT, M, P.E. tjfrcCo@aOI.00nT PRODUCT EVALUATION REPORT ,I,7LRIF TA-N� 440 C.A. L- N,,. 0-306IJ 9 REPORT NO.: 20-40727X2 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protec - 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIONI This is a Product Evaluation Report issued by Walter A. Tillit, Jr,, P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has . � been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to Verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRMUCT EVALUATION DOCUMENT (PAM-.).- Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEU, . sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteRk 'sgOtplagils , , Evaluation Report. ,,,Z'k� ,,:-k4i It \; ,., ,,, "� - ,Z� 5�. �� .. ,�� s - - -11 -1� - " � -� 41 - ,y. E N,3, , - ��' '-.. 1. -- - ' �---z-�-- `44167 I 2, -�,-� , , , * , , , -*:,�- :* Aonm�, 6.155 N.W. 36th Street, Suite 305, Miatni, Florida 33166 - Phone: (305) 871-N#,�4*�06't- . ,Oi-1531 PRODUCr EVAT 17AnONRUMT I 1 2 , TEST REPOR Large missile impact load testswere performed under SSTD 12-99 standard as per section 1600,1,2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byArnerican Testing Lab of South Florida, Report# 08114.04-01 dated 03/1 IfO2 witnessed by William R- Mehner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by EcIrnundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmerlcan Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-I 3i8, dated December 1, 201 0 signed and sealed by Jerry Jaclofanot, P.E. as per ASTIM E-8. 2.3. STRUCTURAL ENGINEERING C "LLATIQNS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wird load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 BI`10 and 08/27113 (for this revision), signed and sealed by Walter A 711111, Jr., P.E. 3. MISSILE IMPACT RESWTA-NCE,: Large missile Impact under section 1609,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS R ISTANCE, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, IQ, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 01%,00011111"4" o" ;�� A, rjz��%00 ,i, �* 111. - + , "IT ks, " ? , - -,- .-T.."'v 't...... !� , I - -:A= � --- -�- I I- - `7�' AA 6 7 * ---.- =� , - 4�-4 1. - 7t�s ',= 11 1. S - i, , � - * .*= I/ / S 11 E F .,* Z , . � � � � � I'll , , , , , . . - " . 40RIO .T . , �-- . ` � / ,Ii$ tit " PRODIXT RVAIXAMON RIr&QRTMJ 211-AUZ,U 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 1 8 of 1 8, 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, 1 5, I 6 and I 8 of 18, of Product Evaluation Document (P.E.D-), drawing No. 20-175. 0. MATERIAL CF[ARACTERISTICS. 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. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7-LEILA- .—TIONaAND-C-0-NDITIONS OF USE: 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 Waiter A. T111111. Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tillit, Jr., P,E, (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719). wATILL DnTILTECOADIAON RFCORos � P, E. RE PC RT.2t CIALVANIZEC STEEL 87ORM PANEL I,DRWG#20-175� -6-i 11) (3) -= U) -0 —00 > C D C- ` 0 -0 " q) (3) L- CD- 1 = 0 0 L- = — 0) 9-0 -6-1I 0 (1) -,I, 0- (n . (1) -L- (3) -0 0 -0 - -a C 0 = L- 0 CL —0 = = -9 (1) 3: M = 0 .0 -4- M U- ,,- 0 — Co > Cn - (n - a) Cn L- -6-4 CU CL C �— M -0 ,.0 .= R C/) CD- < t 4 Z W � MJ \ - ULAR & LIFE SAFETY 5TORM PANELS i GMERAL NOT : 8 3) � CASE THAT PRECAST STONE, OR PRECAST CO�RE:Ti PANELS. S%1GIM OR WOW BOARDS BE FOUNU ON 14E (SCALE 1/2-1 ) 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, &AM-MR-110-ow"AAMM-MULMOM-NEW EXIST0413 WALL, ANCN.ORS SKILL BE LONG ENCHICH TO REACH 'IRE MAIN STRUCTURE 0 . EHINO SUCH PANELS. 1W/110, 2W/10, 3W/10, 4W/10. +6/5 1 STORM PANEL SHOWN ON NIS PRODUCT EVALUATION DOCUMENT IPED) PAS BEEN VERIFIED FOP MhOPLIANCE ih ANCHORAGE SHALL BE AS MENTIONED IN SA AND IN 6.2)� -,-, - ---'- - - -'-'-' - I- - - � - - 15.196, (TOTAL WVH) .... L- - - - I - 11-1 I ---- - +5W/10, 6W/11 & 7W/Il ACCORDANCE WITI4 THE I020 (IN, FORT0,N) OF THE FIDGIDA BUILDING CODE `C� IQ � - .- " , , - - - I 5 1 96- (TOTAL WIDTH) . I- - - - - ' -- , -FAMW-WZQQ-ioA-�&um;.,..MIW�-�,�-QILNW; � . , , , -- -- -- - - --- - - 'L 12�aoor (EFFECTIVE WIDTH) - ' - -- - - - -I -1� � OCS ON WIND LOADS SIT BE DETERMiNED AS PER SECTION 152LIDF THE AWW. MENTIONED CODE, - 1/4�lt TAPCON Mt�On, AS MANVFAMRFJD BY I I W BVILDICK, INC I � ------- 6.250-- -- ,-- � -3' MAX-L.- ,- -.,- ANCHOAS� FOR CONCRETE SEE SCHEDULE ON SNUETS 8 & 91 I - _ _ ___r3: IAXK_ "') \ ""' _- ._ , , - " -L 6 114. - '--,---, -,---- i f- -----L"--- - - I ALL STALLED AND i z FOR A WIND SPEED AS REWITMI BY THE 4URISOIC TION WHERE tHESE SKMUS WA I BE W - #14-10 PANSLItATE FEMALE JD ANO AMELk"IF PLUS MCHOR$, AS MMO.SACTARIED By EACD CONSTRUCTION rRODUCTS, � . : � 1, mw MR WOOD SEE SECTIONS ON SHEETS 10 & I I I 'AN. 0-4.11 FOR A DIRIECTIOKICITY FACTOR Nd-0.8t USING ASCE 7-16 AND SHALL NO] atM IRE MAMMUM JAS�D) - 1/4 * 0 LAC SCREWS PER N D,S. -1.3w - r-I.SS0* � L- I -10., - ,,,I.,SG,. I I I �,,-,,Sow - - -- - C= L _ - - 1� OCSIGN PRMURE RATINGS PAOIDOW ON SHEI 7 THRIJ 12� 14, 15, 16, 19 & 20, - 7/16'a � tF/87 WOOD GIVEHING. AS DISTRIBUTES BY ALL MR1 15C" VOLT & V�IECAALI,', M. � I., I I � � I F, 1, - `1�350'- ,-',,, D.OW MOIL THICK , I'= ,�, - - � , � � I 1, �, > ; I - L" Ii. 4 0 0 � 0 a C1114 V il -- W - - I 7 , GALV 5 D $1111I --- �7�:-:�' - - T , ':�- ---- - te I F I -F- -,-- - --- - -- --,-- -y- -F - -i j, - , I----- --I- -1--T ---- I I ,I , �6, (D - --F � � � � "; i I ' - , , -, , i, - - - �. - , '653 i - - D.M.� 20, OW�) 4f I I � I I I � I I � ,-- "-"-L-, L - --J - ". / , SHIAU� BE FIRST REFFIKED ,O &&D� CIA", WIND LOADS BY MULTIPLYINC. THEM BY CA IN ORDER TO I 11 ' !PC' 0 , , � I I I ! M .2 ' ' I IN ORDER it VERIP, THE A9W- CONDITION, UtrWft 01I WIND LOADS DETERMINED PER ASM 7-T6 -�- C 1) MINIMUM THREADED PENCIRLAHON INTO WOOD OF TAPMN MCNORS SHAIJ, HE A I/Jv- FIND 2- FOR &co PAHELMATE PLUS � 101� - ' , I , ' F GRA MINIM I I I I COMPARE THESE W/ MM TAS,DI DESIGN PRESSURF RAITNOS INDICATED AND PAINaWa FEMALE to D,036' MIN THICK I I H . � @ � (�D -1 -, I � 1- -t-1-1 1�- -- i r / -= := , , � III r"ROER -'O VERWY `H`M7. ANG"PW, ON THIS P ED AS TESTED (-�,) MAVWUM THREADED PENETRATION or LAC SCREW. INTO DIE WOOD FRAME UNIT SWIL BE ! 1/2- NO THREADED ASTW -553 - I � I i t � � I I , i i i i I i � I .'1,A LAJ : I � ; CD -= 2 i i . , I I - - � � cll I I I i i I . STRM FOR *40 LOADS WAS ttM USTX IN THEIR ANALMS FASTENERS SP �*Am 50 UNAMUM c \ I I I I I � I a- -= , WERE kCIT OVER 11RESSED. A 3iX TNCREAM rN ALLOWABLE PENETRATION INIO STUIC� SHAI- BE CON90CRED AS PART 01 THE REWIRED THREADED -ENEIRA11ON - - EDGE le DETAIL J 11 - � \ ` 1 1 ; I 1 2 40 ACING 10 WOOD RAS BEEN DETERMINED IN "O my, I N, I 1 , , I L� I I i i 1 i i ; I ACCORDANCE WIIH I,LDS. 1010. ON SHEETS 7 �.IRUI n, It, 15, I6, IS & 2 C 3' MINIMUM EDGE DISTANCE TO` LAG SCREWS, INIO WOOD SHALL BE AS INDICATED IN THIS, DRAWING 1-WAI A \ ", \ 1�' � IIETAILEGOOD Aik) Z61'r I a--,' I I - I � . I , , , I � I L "LIVANITO EL Mo? I , , G O C, M I 0 , �, �K, �05^/' Do , 7A-1 ;i v "L3,z�.":, ;; / �Looa , 24;� 2 ') �� " ; CAV -' � (�- (�)- I I I ; , � ..... - , .d? / .1 1 48,F . I ! i . i ; � jz C= c � I F A 1 I � ! i -) ci - --- - - - - - I � 1 z 'J I I L CZ I STO M PANEL'S ATIEQUAC, FOR. IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED 114 ACCORDANCE WTrw SECTION t626 OF - "DAM ------I I i I i il I I I I I i i 3; -A Z TOEMAIED ':'� \ -&-q-T - E I I "`- TO Aire t\ 2. "' -� -, ', II, R , // 7- T , � MAIL � , I I , Z , E111 PER HURRICANE ENGINFIFTIRtS & TESTING TIC REPORTS 96-569, 96-570 & 96-1730 AND , I I/ . C MNOOVM � L - --- - -1 -- 1- - . - - . I L . . I � - . - - - - I �i i I E � I ! " � So -- T,ER C O) MINIMUM PERETRXIDIN OF WOOD SUSWING SHALL BE 5/8' 1/4' -20 SCREWS USED EMOL�L BE 2- L" - - - 1,3aO.--7 - - -1 ):�� " L 1 I ' I i ' , 1 1 -S C..) - EWASIRMAIMM IDNED CGOE AS , � I I L I _ _ - --- � 6 -) c, C'1J F N TESTING LAB KC� REPORTS f2O32 & #2t26 . AS PROT OILS TAS-201, TAS-202 AND TAS-203 SHOULD SPUCM EXIST� AND I' MINIMUM FOP, WALLS WITH No SIUMID - - -- ---&2SO`---------- ----.- -1-3 1 , - -- ------� I L"'L--[ - I-- 1 - - - - ' -, � A ' I L I - L - - . L:,.,-L--. - � - !- . ' " ll . � -- ---'-T--. ---, - 1 L 1, , - - -. 1 [ - I I I - ' - - , 11 !! . , , , I - >.,- As WELL AS AWPMAN TEST LAID OF SOUTH FLORIDA REPORT iC2 9A)TOIC). ,AS PER TAS 2011. TAS 207 AND I T I I I . I ! -.; , . 1 1 L 1 ; I i i TAS 70� STANDARDS. C 5) IN CASE THLAR FIRECAST STONE. OR PRECAST CONCRETE PAW-L!�. STUGCF OR WOOD BOARDS BE FOUND ON THE EXISD� (1) SIORM PANL (g END STORM PANEL I F . I, I � � i I �� W 921- i i � ; I .� I= A WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE EEPINET SUCH FINJELS, I ; I I I - --.2-IS7'--- -- I I I � I , IG I I . I I I I .' t- I 1 1 ! - ' i I - 2 A&L AI.UM$Nt1M t�.ITIOUSIONS TO. BE IBQ63-T6 AUCY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEr. 2 I I ! i � I- j L � 4 ; � i _ - , --- I J CO C'4 .= C - , 1 ! �4 - T � 7 1 0 I � I , 1 . I W -�IV,T I I , I � 1� C= cc . AMC*tOFAAOE SHALL BE AS MENTIONED IN 1) C 2� & C 4) i I � ' I 9 I � I - _ - � I -W .. I - - -1 - I i - A) -1- . i I I ICE ,,-' ., � I - - � I � i ; I 3 ALL ALUMINUM SHM METAL USED AT �AOSLPES '.;RATJ, HAVE 305-1114 ALLOYL I- I ------------ - 1 � ! � . I I . i I , r; 2.187- -- . � I . I I � � ; I I : I I 1 C1`1 A ALL STEEL SHEET ME ORAOE So ALNWUAL� O� PANIC S OV49 L I ( . --1 12T 4*t-2% i I I I I . .:g: -, " zz: (0) ANCHORS SKAL- BE INS7ALLED PO-LOWINQ ALL OF THE RECOMMINOXRORS AND SPECIMATIOI,S OF THE ANR>iDYS MANUFACTURER �, I ,�, L . -250 1 ; � ; , ! : I ; : 1 ; � I I I ! I ls�, ! i , . , - - - - - - , � ` ; : I - - - - - i� -1AL PANELS SHALL HAVE STRIXTURAL CUkM STEEL, AStM A-SSI -60 - '. - IL S 7aO, - %4 %:-.... .1,�f ; � s i � , , - I i : r I 1 BOLTED PANELS Wit 1/40-26xi- . - . 7 - I - I I 0 ' - I ! 1 ! � i I i 1 S.S. M.& BOOL7 W/ 7/8, A 3132- : I '* �� , N�; , �\ 1� ED I , ,w '�' I I � - --�M- I , -11 i // �---For, I-... V -� I. 0 WMU Mu�� 0 iv� i ok"7 AS F - I I - -- �l 4aff I , �t-- 4-7 I - I I I I I 1 SIS 5 - (AFTER ROLLED) IS MAY ALSO K INSTALLE -�% DETAiLS SRO" 00 SECTION 3 THRWGw 10 (SHECTS 4 .. 125 IGO -IJ25" i D GALVANIZED STEIE� CESJONATION WM. 6 PME D HORIZONTALLY FOLLOWIN6 INSTALLA7,t -,---' -� I I I - SERIES UNEI LTI PAN i :S W THROUC44 6) EXCEPT `5M? HEADERSS',kil) SHALL NOT BE USED W/ HEMMED EDGE , - - - it a ,.7V-'- ; ! 1 I r '� t - �Iw _ SS SIM RIVETED SI& STUD #I& . I I : �, -a! 1-e . ---1 I -- Im 1 � , I (SEE SECTIONS AS >. - = I ' "2' 11 ",,, .M. - I I � 'a I I � I " i I TO ANGLE 0 MOU I : I I 1 ! I I I f WINGNUTS 0 FA. OVMAP - I � i f�L�A�j , , L � 6 :t= -,X 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 45I SERIES OR CORROSON RESISTAN'T COATED tt�q!50% SIM AS PER 9 It SHALL BE THE RESPOKOLITY ,�F THE CONTRACTOR 10 YMIT THE SOUNDNESS Of THE STRUCTURE WHERE SHVrrER I' TD BE 1�- �, - R-G..' 1:�', t - . I : 12 t/2- DC ,2 112* 00C . I ' � 1 ! 1 � I i 1 (SEE SECTIONS AS APPLWJ,1311) Cu -= = :�- --- - Z 1 1 i I r I I I I CON 5001a W/ 50 I,zi YIELD STRENGTH M12 90 4.. TENSILE STRENGTH & SHALL COMPLY W/ Fl.r.04A SLA-DIAIG MOE /,�-, --1 - , -, - ,-'i>- ±008- 1, 7007 .m), . I; 1:2-- SEC"ON 2-11 J-14 ATTACHED TO INSURE v9OPEP ANCHORAGE rHIS SHUTTER SHALL MAY RE ATTACHED TO CONCArM SLC.�k OR WOOD rpm, �� - I 11>1 �"T,'. i- . � t, i� � 1 1 1 ! , 1 1-5001 , � i J , -1 -1 '� 1 '! I �- 1. ;I l I -1 -t 'm � - - I I � , � � - - - - - a WILTS & , 1p, 1 - - - - - -T-- I __ L . - TO BE ASTO A-SO7 GAtVAMEED Stal, OR A151 304 SERIES �.MNLESS STEEL WIN ,% �,qi MINIMUM 1� ERMONS5 - 11,,�11 � . 2 =. I 'am. ----] I I , � Il - 1 , "' -- ' L-, � --- 1 J - -- - J ' -- - - J--1 � - �: -� I - 1 2125 1 SEE '9132' ,939' ,I, - - - - - 1 4�g A.. rLD " - , lrllc�- -Ol", L I I It, I I . ,� -1 " � � -T- -',, - , r. I -� -- , -�---;- -- � i.. � I to -= STRENCIH 10 EKIt Rr�CULAR STORM PANEL WITIf LENGTHIS OWA S'-8 THROUGH 12'-�. AS R SECIRGINS 5 to A 'bnol ,�,- I I I I ,,,� , - F g� i3n�, I L DETAIL i I .W� i 120�� A. 1 7 i , � � � 5 1 ' I i I ! I i 4! . 3 = a) I ANCHORS TO WALL SKILL OF AS POLTDW�- K , 8� 9 & MV AL7ERN TWOS BW. I "- r , � I I . _ � I L r I I 1 1 1 i i A., " "' 5W & 'M ON SHEETS ", 6 A 12 RESPECTIVELY. SKILL HAVE A --CONLE AND RVOILY 'ASARUE NANKING INSTRUMNI; OWNER OR 1�� HEMMED, - 1 �20- �- I I � I I i L L � , � 7=:�=Z=Ztj T25- I 1 i I I i � � 1 Cz TENMT TO SECURE PANELS WIRT APPUCABLE REINFORCEMENT OURIND PrRKADE OF HURRICANE WARNINC I - r Al C I I - i I 1 I I . I ,�E ,= M A � I I I I � I . i � ! � � I � i � I = >, _ 'ES WHICH REMAIN 114 CQNTTN,)aDS �.OTHACV MTP i -IM - - --- 1-1 � - I �Sw- - n .- I t I I J I I I � � I I i I I - 4 ,,- �75] , i i i i i i I I (A) TO, K&VjW, o� 1, . 4 ) � - ;�,; I I � I 1 I I _M&W It IRE NVAUARON 0VTOACITIM �' TO SEAL/CAULK ALL SPUTTER COMPONENT EGO I � - 'L I -- 5' 4- -I-SCD . � A � i i � I � I � I 1 1 1 � � i , : � ,:,_ -IC2 _MC,QE -L k 0)/ iftu R. ,ael� I � � I I I 1 I I ; I W - T/4�. TAPION ANCHORS AS MANUTACIVRET) 01 I TIN BOILDEX. INC (4�,, f,-192 P,) 114r BIJILOIND TO PREVENT WNO/FWN INTRUSION, I � I I ' ISOMETRIC VIEW DETAIL N I i ! I , I � � i � I E � I � � I I = S - :/4. t:�119'50LA-w MCT40AS,,�S MANWAACIIJRE,D BY DEAULT he (MIN. ".-3000 ..,) / �-.--2,ow�` -, --2�ooa,- -- ", _ ___ � I , 4 _ , J- __ - i � -- / I NER 0 ENDS OF PANEL'S 1.0.p D,M..&@- 1+ -Ii -1, --I L1 r .2 0 'ROV4DET) By THE �UFOSDTCTION W44DRE PERCOT S APPLIED TO - ,41 ---1 I 1 I� - i 4 OLD -$ET ,MCHORS AS WSTRIBUZED BY ALI POINT SrREW, 13OLT & SPECIALTY CO, IZ STORM PANEL INSTALLATION SKIkl. COMPLY WITH SPECS INDICATED IN ni)E GRAVINIC PLUS ANT SUILONO A" ZONING RECUI,kTIOTIS ROMILDED CON (�) I , - i-- - i -- - /N* ---= P-) END UP W/ HEMMED EDGE. 0 I a I I C1- U I I� ,� -') :b,�� 04+ & (D- (R - Q-�)- ' I 0 I - I [J� iL.-Iii I W- I I ,�*',, I - - # 4-10 PANEUMAIT FEMALi IT & PANEUtAn. PLUS ANCHORS. AS MANUFACTURED 13Y ELM GONSTRVCRUN PRODIJCTE (N.T S) (1 @ I'Un-REAM (�) ANQU (R ANGLE WIIH STUD @ ANGLE WITH , JUN. !'F-3350 pt,�-� I � (Q) T141S PRODUCT EVALLATION DOCUMENT (P f 0 I PREPARED BY THIS ENCINEER IS GENCRIC AND DOESS NOT PROftf. 04FORMAPON t�/ r FOP A SITE SPECAFIC' FPWEC*T. I c, WHERE THE �ITE CONDITIONS DEVIATE rROM THE P ED RVITASE-aw - - V "t - 1/4, 2/4, 3/4T 4/4T 5/5, 7/5, -,,: MAX - 1��? - 1/4'0 fr TAP-CRIP AKHORS, AS MANUFACTURED at IRV-FA5T CORPORATION (!'-3600 ps.,) III) C047RALTO TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND tASIALLATION INCT-LIDPAI OFE SAFETY OF THIS PRODUCT ! v su '- I 1, TAID � IW/10, 2W/10. SW/10� 4W/10, �-, R � - I/It & 2/14 ,374' A 1) MINIMUM EMBEONEN OF 1�01,1 ANCHORS INTO POURED CONCRETE SMAU, BE 1 �/4'1 2' FOR A-EL,MATE FEMALE BASED ON WJS PED PROVIDED HE/SHE DOES NOT DEVIATE M14 7TrE CONDITIONS DETAItzil ON I`IifS DOCUMENT ,� 'WO, 0,344' 1374� ARM, - 5W/10, 6W/il & 7w/1 1 41) MO PAXEMALTE PLUS AND I ?/A- fOR CF TAP-QRIP ANCHORS CONSTRAACT�04 SIFF- AT SnF IS THE CONT L - 7 111. .9p. TOP EDGE - 750' 1 RACTORS RESPONSTaurl' ��---- I 096' L I I I , , PANEL 1 W, - I .186--�771-A -110, I � . . *-20� 30, SERISS :- -- - ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEETS a & 9 - -- -1 .-- - - A, III CALK-14 & SOUD-SE-1 ANCHORS SKAT� K EMBEDDED 7/8- WTO THE 'URE-1 CONCRETE -0 EM6EDWN1 INTO (c) TM�- PRODUCT FVA�UAIION DOCUMENT MIA BE CONSIDERED INVALID ty DONATED i I - � I --- 1 I. . . F �Ll IV; 'a L+- r, - t 1, II-1 -,I 15*-.. S a STIM InVETTO To - - - --- -----L - FOR WOOD SEE SECIRONS ON SHEETS 10 & 11 i � f-: . tff - . S - -20 - - LONC MINIMUM SHOD . ,.4071.�3 375 /---3--"--\, - - �4 -W I li� 12 I/V O-C STUCCO HALL BE PERAITTED tit SCREWS USED SHALL BE 1 1/2 LD STUCCO EXIST� L .a- I -- - I � � ,I I- -- 4 , 5 W"I"' No - CA T LOT WHICH WILL BECOME THE LI -719o- I II 8"Gi',�/ 3`11L - I. - I , No " MINIMUM FOR WALLS .TUQCQL AND MAY BE 'f'XD SCIWS OR � THREADED SCREWS W/O HEAD. III) STE SPEC�FfC PROJECTS SHALL BE PREPA,AU BY A rLORi REGISTERED ENGINEER OR AACHITE . , I � 67 1 671' " . , . BUT .T WING NUTS ENGINEER OF RECORD (EO-R� FOR THE PROVECT AND WHO WILL at RESPONSIBLE FOR THE . - - �- D- - I .�"' I.aO0 I - ! -' PROPER USE OF THr P E O� ENGINEER OF RECORD. ACING AS A DELEGATED EN`PNEER TO THE � , I ' I , � I G". - I 015� "'. . � -&1`"t=1% - - I REQUILAIR STORM PANELS(iJ& C& ELEVATION LXIST,NG WALL OR �LOCAL AN(', S SKALI BE LONG ENOUCH TO REACH THE MAIN S DC EVERY PANEL OVERLAP .957;- i I , A 31 IN CASE THA- PRECAST STD%E� PRECAST CRETE PANELS, FAyER, STVCC'ro On V -0 EIWOS oUND 0 HT X.0 ENCTNLEM SKILL. SUBMIT 10 7"M LATTER THE SITE SPECIFIC DRAWINGS FOR RFVIEW. ,.", I, - 1-74 .-- - i I T CON DO K , . I _ __ i 4OR TRUCTUAtE DEHITO S,' H I - MAL W* � I -II _� I _.a. : za, I N'T�S� PANELS MCHOSIAGE SKILL HE AS MENTtONED IN At � AND IN A,2) I.) THIS P'ELC S ' SW THE DATE -0 ORIGINAL SEA, AND SIGNAII;RE OF THE PROFESStokk I -�- �ELC I - --nw-) (9) TL!LjQ,�=&,h&L-1S19-,�---" ENGINEER FIR DORIC HAT PREPARED If (�) KEY IJOLE WASHER ,-1 - -5- 2coo* 0 1 ,i2 -0 -) - :/ ' 14 SPUTTER MANUFACTURER'S LABEL SHALL RE LOCATED ON A, READILF MSIBLE LOCATION AT STORM 7 Lo I 007 ----- r.--11 -E- TRACK ANGLE .3 i 1/4- M CAP _ /4. : TAMA ANCHORS AS MANUFACTURET) Er, I T W SULDEY. INC PANEL SHIMER IN ACCORDANCE WITH SECTION 1709,9�3 OF FATRSN BUILDING CODE. OW- LAM -,, -.093, ,---------, "'!V (9 M FLAT PXED 2.67' -I , 71jr CMTI_T AMCROPS, As MMUrACTUR T V, D,WAL1 INC (ANN I'c-1500 P-T I OLQ3IS' (MIF.) -::-7 'me 'J YM Slut) --,� 4 N f9y AIX POORI SCREW, BOCF & SPECIALTY CS FLORIDA EIVILDITAG CODE � , -�\ "001041IMN" - t�4 . 0 x J/A* SCAUG-57 ANCHORS, AS DISTRIBUTED SKILL BE PLACED FOR EVERY OPENING LABELM. TO COMPILT WITH SECTION 1709a 2 OF ,THE I GALVANIZED STEEL L / ;�,44-± (W'� OVERLAP - 04ME VALLE P ' ' , (MIN, f . -1 ago P -) I I - I "I _ #-: 1;i,, A. !!,��N-, � 4i�p, - - -1 - #14- 9 PANIUJAATE PENNS it,' Mo PMELMARE PIAIS ANCHORS. AS MAIARACTURED BY ELCO CONVROCTICIi THIS DRAWING SHALL ONLY BE USED TO - 'ONG t-,,,;,,>,� - � ... � A4 i � ; - No' IS � , , ,& I u1c, OBTAIN FIEROMITS IN THE MTE or FLORIDA I 1 4N - � ..., - I PRrDWTS(MJWGV-?07 P-) . III, 1''.. I , -7 ,..I-/ �, ,,�V, tryse 7477�--' `- , - — --I / - X . � /4� 0 QFL TAP_ k ,�,;7, .... !141'e" I J , . - , 41A AACHK�", AS MANLIFACTURED By TRU-fA%1 1.'ORPORATION I"N' � -�,& L .375,0 1 - 4 ilro,97S . 1� g. � '. .. ,, A. ,� 0 " , I I , � f, .,�4,,?,� .1 - 11 - 811, S Mo, GAP 0 ;it, � a 1) MIMMUM EMKDMM OF TAPCON MC'ORS1 EACO PMELMATE'3 AND OF TAP-rRl� ANCNC)R- INTO THE C "., FLORIDA BUILDING CODE (High Velocity Hwrricano Zone) I I :�-i 1� Z -' NOA4167 %, = , . 4#'&, I-,----- - - 1 ,,4ak �-S----� ,/ ; .,0, �X * .. 1, .1 - - - = *: :* FLORIDA BUILDING CO01E (High Velocity Hu Can* Zono)l i � -".- �p � SLOCR J10 $AIALL BE I 114' 4$ 1 VN G , ' W10 m7m ft � , I - � A: f- --- - ` * . i I* L-I� .1 E Sr '.. I S- FLORIDA BUILDING CODE (High VelocIty Hurricane Zone) I: ., .. I STEEL STORM PANEL MRAW, &` � I WKEL 1� ,O�� STATE Of --�F f � nUm. - F,` .1 cIoIe TILIM. INCL F.P No. 4 i67 1. = 1 20 GAGE GALVANIZED 11 --i I — — � - .063, R& TUM EL ' 20 GAGE GALVANIZED STEEL $TORIA PAM! 1 20 GAGE GALVANIZED STEEL STOW PANEL 9 21 '�&�-tN & SOJID�IET ANCHOIrS SHAU BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNT, No Emas . = ------ -I&D -- �4 �- S � - I INTO S%PCOO WVVA- BE PERMITTFET 1/4' -20 SCREWS USED SKILL BE I 1�2' LQNA3 Cq , - -----\ t - =-- 1 IQ,- �- 1875:'= WTNG RUT S -A'� t,. -'4t, 44' 0,, : No 44157 *, a DRAWN BY EXIST. ANI I� NOMMUM FOR WALLS WTH NO STUCCO S -c*. 1� -- --, ', GIL PROTECTION PRODUCTS, LLC. `/IA/Ru ' (�� KEY HQLE , 0 , - , A - MV,wUU S.OU13 "CC ,�qt �a �.-,s , 7� .... .?.r. \,�. 1Z - �Lr t .*:: -.---.- � - MIN A- = *' * .,L--,. = tial'on, TA QT*- � , I -I�uon- - �6. I -- G"N/K` , �- --� G In :- - - - I 1� -S. $1 S'AnT %,St; N, ;;� � - .44; . 0 : , - ,p - S // 11L1EC0,.c, ----2tX— - i - ��- 5F.9 OF - IAI N AT PANE vll,�, . - - GLOBAL PROTECTION PRODUCTS, LLC. ALT S, �� 'O'. Alt . LOBAL PROTECTION PRODUCTS, I.I.C. OAM S * - 11111, TINTING A, `:.&NER5�i -C4wMY 0� I'I- A- I k4 --1 DAM, ��`�, --- -� - � , 20-176 i", ` -- - ,%� .3), -. -, � ICON" Cc ANY SO.''11 C'.,)" RR 1 M.AM,W ,; � - /T LTE C 0,.. \ - - -,. , - - ,<�. 0 D I., ARA... - . . - 1:�-= F. A,- -low (t`H"--1 Fm, , - , � I -M s1w, 51 STREET � �*� 51 !FIRCE' -- - , �C', - . - I - =--- "I- FIT I 417 TKUT TrIVING A, E"INEMNO COMPANY O.T- IT, 3u. ,,, a,- ORM%. 40- " TILUT TESIM & 9"a" D.Or, FL. �I. 20-176 , 0 .-. IT .. � ALTERNATIVELY USE WM AUT W/W --- R,.-AI&-- I.- Now. (".M119-750, FU fIVI.)M-871", 20-176 ... "",.S/ - — 1-1-1 — I- ORMAK - e. .-...�v 7 VA,7 ,'�e,, AMR-- ---,-. - (IO!"ON't-l"A'. "It (-)---M WOT" .&� A �' I - P E I 1 - I I - I - ,.w I OF . -LC.RN--LM.-. -.I - I. P. T -- DRAWING W CI-cOGOI14 -1 k,;I �� .... I'll MIMIA ,IF. 0 - - - 7/8`OZ/32- WASHER (StAIMM ct-�N` - 10-4t.� 5 . ON SE-/�TU -00,4111, I WOW MONOLITHIC WASHER W/ ADDITIONAL � IT ,/ FRA) .I-- 1. ALUMIMIM ANQLE . / W , Z- f-1-1 — I- DIMAING. IT- - � I I � I - I I - = CA 40,01 P,J,TM S-111J." ii-E SEAL,VcOOAnARI I - - 2 .,M """"-"W""".",-�(*,'W-.'�i-m/c,Tr RALTER I "DAT ... P. 1� Far 3 OR, It . . . -.-=IZR11=1 I I I - TO I I I - I I � - 'Mec-A -,t � I I I I I - I I I I - I - 11 -1 1-11 I . — I'll INITALLABON DETAILS FOR REGULAR PANEL:SC1, & a JM CLOSURES DEWLS FOR INSTAILA11 IN POURED 92C&M F— , INSTALLATION DETAILS FOR RE9ULA-R RANEL50) & a INTO EXIS11N.0 POURED CONCRETE OR CONCRETE BLQCK 5TRU9YRFS Ohm RM QR WOOD ftM1ALLAIQNJXU 'LAI 1ANELalk" ". -Z W ISTING EQURED CONCRETE OR CONCRETE -D-LV-C-K--M I RMLA LIFE WM AND E smu I CONCRETE MOHGRS - - " 1�1 - YAUD EM INIQ EX UCTURES INIQ EXIONG POURED CONCRETE OR CgbIPRETIE BLOCK STRUCTURU CORONIM ANCHORS I F- MI-M10.1211411=00 IcIr ; V-44. M SCHEDULE ON , , il'4 W yll-;4- 1 ANCHORS- FOR COf4CRETE SEE SCHEDLUE ON SHEET 2 (SEE SCHEDULE ON : 3EE SCHEDULE ON SHUT 5 & 9) SHEETS a OUCH ;) ��,. . - .,.- -V - --- - - I- �- � 11 - FOR WOO SEE SECTIONS CO -CAM .K>nts I V SHOTS 0 I-KOLGH III) I " - I -1 .- I - Ill I � ,-., _ (W SC+WW ON - . - � : �:,� , � 4 � M.. I- AVURED CONCRETE _ POURED CONCRETE 3, ON SHEET 12 I � . t-:�,-t- - 4� (4 OR CONCRETE BLOCK - - -M&MIL821.16 OR CONCRETE BLOCK 3" W-' CIO \ I -,� , " - - N /2, 1 QII!1�1 � REOUIRED I REOUTRED REQUIRED MG, DW, OVER, 2.67' " "' CONCRETE MCOIIIS S-Em a THROUGH 5) % � ---E.D - - CGINCREIE ANO"0IM � I , als"ING POURED ---" , i ,�, � - -. ". � , CoNORM ANCHORS -#--I - ,� - - -1 V94CLE VALLEY) - �- - III " - (:�, 11 - � I . -=. Sw fSfE SCHEDILE 0. F APO 00 " — , , , , T -(4�) � . . " : - -- -� SCH LE ON I I CONCRETE ANDHORS - I *-W, -,P , III 11 14 WAZ MAI (SEE SCIIEVILLE ON , -, n (SIM WWMULE W , REOURED I . 1. I -"2 - -I =gw%- --i ) k, ;* � (SEE SCHEDULE ON a TOM ANCHORS - 0.1111. I Ill.- " a) 5,1DITS a THROUG� 04ISININ; POURED St ' - I &.- i � I � � - - - 0) I '-s -- I - -,--,� . SNETT .) I - - ,-1 I I I - I sPW %) - - C-�:;-± �.-�- . 1. --; � . I I - 71- .- I , I � I -K SHEET 9) - I . I & � ; is I I I e I - I -"' 4 - . .1 "". � . � - 7 ; I '.1 * - a) C - 4ECIS a T.10UMI, 9) - � - CONCRETE -,� T , , , - CONICIRM . (4)- -0 I I � , 11 Vr i 11 :� CONCRETE -� REOUIRED, ; �- 111� 1l, I - Mw - � I r1- VVMM-1, -:" EIG511"O POURED , �- 1�11 - - - -- I E D ,�;--" MMM�-- 1 4 1 � - , - -,. 3-:�� , - , 7 - - / - - � - - - - . - ! � � .�. I C- I -r I / -- - - . .:1 T I I �, �','�� , --.--- E:2 . IKI REOUIRED I i w I A-RIS I I , - It- i , ; � - 1 ,� - . 2 1 ; - q! - � . � : � - � , � - L- ..M , � ln$�, ,I � 11 ' L i , i , = , _J 1/4 1/4, � rd i.w� — -- -- - I--- - - - ,I --- - -- � .5" ag.,�- �J�,,,, I - i � (13-11 I, I i , i , �8 � 7 i I 7 Ili I i-, -3 � i (1) P , 1 1 I : I , �� "I - 2 --T - I - - I . --�" ! 4 - '. -1- 2��-- �' -- -t I ---I[ - :;, ') I - , . ! � , ,�, T --- I 'N - -- - - 11 � ED, - I i 1 Mc, 1 , —., i . I —/ " ----jr , — IF''i (D -,'�Ii ., �—�tl \— � � e — " R EXISTING POURED " I " '�:' I * I I ', - I � ,�, I ��,� I I I , , i � I I I I ! Dusin.0 Mum IM� ", ��, . `1 # I 2 ! ,,- I F - . I I � � , , I � NOX .. RLWRT*� , �� - , � -�,'., , 1 4 1 � i -+--a U) CONCRETE I ED , I I..", ! . I ---- U � - � - , i,-,- --� . gwr, . I i I it, - , � I , ! k i I I 2 I Ii i � =70 , 1 � � '".... A ar --- I .I I 16; �r I : I : , ] � T i a I -L : i , �4, � A 1, Y'- I 4 � z , �. 1 1 1 1 , e I I ��',,,", , , , I i I I : : 1`� o.t � - ,-1-1-11" - . 1, I %�r t i � �, 1, 'IF V - .q I � -.1 i � : Al) CONCRETE REOUIRff! E I , I . I -- Ir --1- - I I ED, ,,,' � ' , � i � i I ,�t . - I I I I I'll, I t a,,, � �� , -,., "�' ,111 I 01 i, (�D C,'t;,��Rc� --- t� _ E . I � � I I - � -1--, � , 4 -, L 1 4'2-,. X I CONCRETE BLOC. i � ,a) ,c - -'r'T' , -, t-M � 1 3 , �� ; - - ,- --1. - --.- - T�, I � Mo , - �,,�I;- ; I A I - �.,, � � -a , � , T- - , -1- - I . : , ! - lw� 3 I E � --a -- - i- - � : , " - - " --". � : �� - - ,,,�.r.l a - I `� I ! , ��,, --!� I I 9 _ ��-, 1 CmIv S" 0 g --4-� I elm STUD 0 9 i : 1-- i . 't, 11 � - F - I I � - � - � , � I - %CNIVILE I , I ; ; , 1 2 1 1 ,I � ,�,i-:;�-,- -- , " - , I - " I!::� - � I k� LI, 1� � i ,.'.��-�,�111`-�-`-� I . 1 [ 8 -1 Fit. ON !!HUT IT 1 I i �S - - -". -;1 , 111�1' . , , i , � I - I I -(D - 0 � i-Ir .0 i 12 Ilr mc I i i . -i �� ! � �� I'll � , 1 ! , I : � I I , I � � M W.. 'RIPIDOWTV. - I i ! i .W 7 1. I ; - - `�- � I i 1 i � 'II;A! w� . � . ,a Wr 4" R, - f I Sa, sawalu I I (ELM) T f"': W- I -L�� I If I : � ;Z0 , 3/32- I ! , -, � 2, - 3 - - I � t- --,--, � - --- SCALE 3/16-1" W-1 - .�. - I I ! � I ! NIT . EVVRt, ! A I I `! I � I Is -- ww", � - tOH00" I ---- o, 04 SAAM a - , , - 7 14 - I , FA', AAPGW i ( V, !- I�Y I . �1' - , , A. -ARXIII TO l I aRROuFA` . I I � l, , ; - ; � i : 6 0 � i-1 - - > % - - . - I I I I , 1� 4 � : - - � � t � � T-4 �9 r i � s 'Sm� � , I- ,Z&F. I , I � � � i i I - � (:1-1 'M I � � ! , I i . = I I I'. � , -..=k. � I I� 11 �� i t 1 W I I . . I t -- ; T i I I I --- I � I � 41 1 I � 66 1 140-1 I . i � ", " r �, � I I 11 I 0 - . I 10 CARL I --I V ; - , � A � I . - - I - ,I, � ill ,4`.-R1,I' TIUL V - � � i t- -1 rA,RWaJ 1 1 9 I � � 1 .6 - � � I r I I I I'T I � -� Ilr SCALE. 3/16.1- i - -I-_ - I Iii § 5 i 4' . , I � , % � I �� OuIS", � ,�� =-,I - I =wv " A - -1 I I I � � I -; � ! ; � I 2� I L- : W I ; I , I - - ou"NI-41 i W-1 � 1 ",4 I ., A,,, 4 _1 I � g �-4 1 I I - , I � Box A V I - - �, nO' I, 9. 11 � � � WCTaII . .4, . � � I - � - � - , �, I Or V I t; 1� : �i I ----- �'. %� . R7, I - - - I I lv�- , � ; . V - "I . I - : � ! i I I I � I I - — Ir.l. I - -, i's , 1� I I! d O' , I : I � � L , � i M" - z I I 11 J$� MTS ./ r) :�-,,-� 'S L I - IF I I 1; Ix I-l" .;: " I ,- 11% -, /.-. 2ow : : -0 n i i J1 I a I , I 1 1 j 1, I I � - `OINaw i �- !,i.--"0- ; �,� ^�.-�,- 1 " 31 it � 0- I I 1 - ti I--- i 2W : I t I I . - -- (D - 4, tj . 0 i . I : § : I -. ' I-- I 9 : 9 I � I C6.)I �4 ., I ! � �," : i - - i I 9 f - Cn 0- 7�7777 # .K - d I - I WNz"i.,L�1 : � * 1 .40 0 1 �l � ; " - 1 - -44'*-. -,-`� , �,� I � r., -M �- - 1 --�i ) (1) ii F: V. - --- : UtDO, �� I I I I `e OU,aL I I i - : : , : : , I t 141, !,- � In � - � I I I ---- -- - - - .I- - - - o, IF - I - I r : w , I C�-. ,q ,2 ,/2- - x ,,i� 17 11.1" --- i I � 4r**�T - . -�� It, ., , r- - 3 :� . ., r------- I � :F- ,,� T -- -- . ,\ I I --- § I � I i . I I < ; 1 i ,\-: � - -'= I 1 1 - - � a ,�, 11 I � , I I - � . I : --- I w2n : -, " V-SRUDO - A. I I � ,� � - ri I i , - - I - T I-,-- � , I : I I I : ! , � - � . I' - Til-.'n g � I ,-I.- /- \11� .,/, --�,) L I I - EXISTING POURED ED , - � V# I � 1 ! - ! �- ----L 14 - 2—!- J ! - - —, � I I CONCRETE OR - . i �, EMSTING POURED -, - ."�, I - I . .. I -, ,--1)-U��- , : - I I I . I i -i , � -1-0 12 In, ,%C. �, e r I -- wr. . --- - I : 1,,�,/� 4 I .,,I - "I )�� EXISTING -OURED to - I 7r77F77 .1 I �`FUR I � R� as= �- -, I ��i� , ,� & � I I ! , 1. 1 1 .,I,/,- 0'a I I i 9 �� , , - ,�, 1 777* 11 I I I CONCRETE BLOC. I : T,wm 0 - : . &Z I � I CONCR17T OR - - � , I . -� V� MID . . I CONCRETE OR - - -.- , - CONCRETE BLOCI; - - --- e �I ,77 , - p , ! : 1 5= : A a, IL W, am Svc 3 " MR, - REQUIRED ! IM �![ -- - I CONCRETE BLOCK Z� , " 4 1 -/ : -111�1- , � I I � �, - - , , -OUIRED. �-� REOUNRED 1��' - - �- =.== - �� 50 =Og-1, ft 1 � ; ="� -- 3--m... - DIX,@ . 0 4 'atra . Mi,, 0 - �', I - -, ----, -N. ��, I-- , /2. OWING POURED E 01 11 ! I I ! . I I i OF 'Ll I . . so% I. ,,� me I - CONCRETE 2& I - - � � i , , , I [ , - I I-- � �I I "-;N I :: I 11 . .� CASE C (PLM) 11 - . " 1; i 1" I"'. R' " 7- 14- 4 �.,. -- NW OF V , - � , - � � - ILI 1--, - , OF , - - (3 WIX -I- --�, , , � I MAX ---- - - ANCHCRS� FOR CONCRETE SEE SCHEDULE ON SHEET 9- - - - - I - 1�t --,I - I I I - ED - 9-10- J `7 - � I I T ; - , 31 7`777777- ' ;� CD =3 `11� I EXISTING POURED, - I - CONCRICIT � ,�� ! I EXISTING POURED, �": SCALE 3/115-1- CASE 0 (PLAN) - 7 T 7 i - - -(3) FOR WOOD SEE SECTIONS ON SHEET i2 ONCRETE 11 I -! 314� 1. I REOVIIIED - . I ,,, - I � � 1 1 1 C I � ODRILRIENE OR ! . I , I I I ; : I I I � . - R I I , 11 . =W� I , - I Ep -0 LL - ! t-�, I �OJIRED, . - YOK / - I* g-r --�, CONCRETE VLOC9 - T �;;�- -- - -- - T E C: - .. --,-� - -, - 139 - � -- .-I' MAP. I I - — - --- t, IL I " � - , , I* -`-- - P-1� I SCALE ,3/1�t* - " �' , I - P. I I , � .. . -� � CONCRETE ANCHORS _E 0. , , Co.CRErE -04M ;; -'/' "' ic-=4* �-' I - I I , E-P 4� -',& 2 ELEVATION -1 I ,�,, �4D ?KIVIR. �', C014RM Ak�n I � 1 04 ;y. Ig ,H ,ii - I RECAPPED 1 , ;-- !�7-- , ::: : ! , 0 E&W i I , . R EI a � 1 (SEE SCHEDULE ON , immu w- ,�� I "I I :� . , Sc,= ROD—_ -: 4--FT- O'N'NiXfT - - IE-`4 R. c,"". t- . r R1, I =-- ,--.,-. - I- � I , I ', " 32.9 �, -: � fm -. -11 " I � I I I = /S1 (SM - -�.�� I " �� - :;�W . -4, W- - - ,W.,-,=- I ! . 12 � � - . ;/ 1, I- , , _:_ __! _ - =V* I , , i � r SCALE 05 = - . I smilm a IN"LO. 0) - SkMTS A FARO"'I't 05 - , -- ,,. CA, , , row" ,� 9) CAX-I AM ILMATE /fl . I -- c-MURVAU3. �� -, 0 S`,Ci1SSTN K93 -r F..."00INC ZIMAE -�-� _ , , _ I I ,r � I MXI= I e0I`%..V � 1 I 1 lj4� mAX. W CRETS . 0,� - L-r--: , PLUS OR tF 1AP--MP - ,� -1:--11 i I - - I �, 2.47' -- L- CON " �7 L,s I, , � 1. - .A� III L * _ , I � -�,�,,, , I N� A .1 L - - , , LE (SEX SONFOLUO; ON (SEE ScRIDULz CA, , _ � " �� , 1 - 1 1 ------- I- T A . O�'i A � � I ,L - r ,,,� �1; 4 � t �,� � � I M =4a9U:Q9*;r*, I -11, I 1/4' , , Z I — I- - I (MIN. 0,04-AP -1 VA-UE VAUEJ , 1; , I =10A-7 OPENWO WTI - / 7, /I -q,-,.M0 : L � " Me- : I-? - --- SCALE , 4 - -4-1"�Z-7 111-1-�----�:-� - --- i ii 'N I'll, "I'll I III, 11444iE= / , ! , . --- -,r � 4 it WALL '" �'�' � -0-20.V4' ,� SHEICis a A. 2) A, % Stu 8 IWRMW 0) + I ,� , , WALL 1019UNTINO CEII INC , I - OUNITING -- �� lill ALTERNATE &M MOUNTING sluG (D-, ,� BUILD ; L Ill 515 5DLT t CU 0- I I - k'A'a "Rau, t 1\ i-t / L - I W/ 7/41/�A221/nl WIND NO i � \1 lwm MOAFF LT 0 12 1 D.C. CONCRETE ANCHORS W!��4 SCALE 3/8-1- SME 3/?,-I- §"�� J, "�, . , - WRO, 101 : CONCRETE Me"ORS : � (SEE Saimxz ON T/,A- mm. 3 "I- � I., . - - -, -1 1111-r----- --- . WE El .) � . - -- -, - &1= =* IF - . im SCHEDULE M G � .t-- 0 a) I 'LlEXISTING * NEW Y' WINE I VARIES It t/ir FE-0. - GE DISTANCE I -MR`OWtWWIWQ �/� :, sNEV 9) I -1 � .1 Ot -9 Sg ANCHORS PAQUERCO � I (SEE Sc-c ULE 04 : a E.O. -(EDGE DISTANCE BEIL SCITEO SHEET 0) SNW 0) =Cohtc i VS saelIMS 1 ,-.-, - � ' THICK AID , TUBE OR T'. VIE ON I ex OR ,5ECTION, A -A (Ta, I (n 11, RM BLOCK RED. IK M . - � c REQUIRED " - , . * NEW i' WIDE . VARIES , 1/8' ��' I -ill� , : I I M 11 --�� DIRE911 A W&L 111011"Nk ft M OR , -4�- M - - 1-1) : SEE %HED LE ON I , , � --- E)QSDNG STALACM/ P I WOOD PLATE SPACER .. SHEETS A � 4) / I MAMDO) ---r . OR - 99=09LOCK REQUIRED SCALE 3/32"=I' &KEI 0 1 1 i SHEETS 8 U I , . 4CED CONCRETE - VBNAA- & 9) WOOD BAND � ! I I I I i I ALLO,L TUBE OR ' � VAR ES . "' y,I) JR21RE AND U6 MOUNTING . P11111, tNAMQN QE 51icim: I � I L .11 I TOP & BOTrOM MOUNIFTINGS CAN BE - , L. ca BEHIND TIVICK Z11 I . '- ! ,2 ,/7- Cc, TOP & BOTTOM MOUNTUNGS CAN BE 6 -�� Concern: mcNcF� �, � : COM13INED IN ANY WAY TO SUIT ANY 30MI;," i1 opy- , =/,� S � C" �11%" IF � FIT WOOD PLATEI PACER 1, , : IVOR, $It* . I R .i 11 I MCI: sc,oku CON - - SCALE 3/8-1- SCALE 3/8-- 9�t'lot Z��;s, INSTALLATION. i SHEETS a THROL.G. 0) -,L "MI", - I& !ff,e#lV MIMI Lii , Ill I JA", COMBINED IN ANY WAY TO SUIT ANY . : 8;;. �, g - "'UOINHON" ` INSTALLATION, 1�tv`i M R — --T --,, ! �� -, ---- .1 �011�v - . , I , I CK C: ]�, I I -TRACK C A. " A. !". - ., 1 It�"4,%".�", , - 'K �-.-111� ," -' tXENj It --- ..� �"� , --:11",-1:,7. ,.1L-- I - I , - . ciu.-. V4 I I - I ", I I -..1--I--CA�-.- I I I , 11---, � � � � Ti 4 1 - I I. t-7--,�-Ilr I I I , , .. N-- 7—�11`-11` �, I 0- �lf * I I I I -, "" , * I I � - ", I 'n , : -1 , - I ��, '*7,11 I -IL ` ----7-- , iiii 7R.-il, 4-7,t]: -` � — - , � I !UIT-K:l I I $Pli�� -.11-1-:'.. V-:'�� LIZ_ ., . -I , "l-,,- 2i . . . . , I S, EXISTING POURED `� - . FLORIDA BUILDING CODE (HI .. FLORIDA BUILDING CODE (High Velocity Hu Iconit zone)l EXIS" UREP Ij 1 Z " I- i FLORIDA BUILDING CODE (Hi2h Veto.lt�y Hu .one Zone) - I . RAL .. : ', -� BIT Velocity H. Care zone) , �- ' PC -1 � - : - -cVOa.M A.C.Mis— CONCRETE - ,IAV,CR RVGHR 10 N * ---- - -- S�-- . RNIN -1 fP, . P21ITT, "JECO. "IC. IF RED ETE �"/`: - �-- � - L -,. - CONCRETE r. �; , - ' � 11.111m, `Nt o. S - < CONC I I 0. RO,Iatt� I St2- W. - �.GREFATOIAAA` Z , * i --F-D. - -'-- - I - * : � = -Ia TILTECO, �. FF . �- a . 9) -- .: 20 GAGE GALVANIZED STEEL STOW PANEL Z : 20 GAGE GALVANIZED STEEL STORM PANEL WORED. I 2 20 CAGE GALVANIZED STEEL STORM PANEL IA. REGUIRED. , ?AA0,e. .01w = . No 44167 '. -- DRAIN'l In, I - . . ORI" BY --- I - -- -L -s, -A�- - . - - -- I N, - - 'Aov� --- - G - Z CONCRETE ANCHORS ,�,�'� 2 .. * : E - ORAIIH, a, -- -.-: = C I I — i ��., �- -'�O, '- TA / Z � * - . * ,��=�- - Mix Gt"eaLur am �?E V- �� *1A,, - - x1l., SECTION X=X = *' - ED, - EDGE DISTANCE : .*t -----� I - . (� -15:---�> . m T,- - - 47/m/nIte, !-� 0".. ' \ GLOBAL PROTECTION PRODUCTS, LLC. "ter""' B-,O,, S I - ' 'WM. S �- I . . LOBAL PROTECTION PRODUCTS, U.C. RATT, %4a Is a 'NROLCH 9) SCALE 3/6-1- 7t U, :=-,F0P. - 11ON PRODUCM LLC. (SEE SCHEDULE Ott TOM & BOTTOM MOVNTINGS CAN E I � CEILING ID FLQ0 111MINIING �, �v -� oRld 1-*--=-- - -- / 11LIECOINC. \ SLWI III STMIXI --! �, I S 7�p I, - ILIECOINC. \ AMID ILW� 51 StRUT - SHEET 9) COMBINED IN A,OY WAY TO SUIT ANY A -- - - / 11LIECO.... AM &W. III "T"Et = MAST TESTING ! ===- AA.C, FL =I. I '. ' ? LAST . 0 COWANY DOA'S I M31. 20-176 INSTALLATION. ka CIA - FL 333 ' - 0- " = 1"- I ill r . MO' �fj-Y"� .. t�Ot� - - IMMO4 ,A .1. -75A`5, 1AX'. PRAMOR'HU. AAOAK� oe!")M-75451 FNA I054),me-R"I 20-176 , ,I , 1`104V f'"Ptifec VIA WNI-71MA, FAX 49.�) _ M,, IVAL �0- '-- --�,16 �r / - .:tl * , , . ,,:.- - / -LGRa- "'t-)-, FACNI� (964) O""' RIII-IRTR 20-176 < SCALE 3/11-1' t-2w 7-f-A"' ---U-%)"-,- -im-N' L - '004-- Ilkl. ,.,. - ��T/ I -r-'.F"V,j: SIFAi-AW-Twee"Ithn - N-=6719 " TRAROIC - 114,iX Z,-cCW,o � - c,-1Ic0C711 I - . I .W*-- I I . I — I - -!!!!t-W ��,11 �--,-- -1 Nue, 5 I 01101% /,""', IRNT[R , TILUT �"4:, P�EL A - - rL -111114" 1 TIT WAUTR4,TJ ., P� -i 0, e I G` 211 4, F!L , I — � tl , "I , FLORID-�, Lk� Mk� B�lo',,SIGN,T'F� " tIALIET I TAUT , !.E*TM,jE*iq!EF � ;;w , —, , ,�, PX, I � --- -- - 4*167 n2u kh t a- � - = �- �- =- --- - a - I I I I I I SHEET NO. SH 1.0. I SEE smalReM 1. S R 4 IN aw a VLtc`FW[ ANONORt (SR EG,1�I1E of mOxcPETE I -_P 7 E s.a s 77777- 1» 1 T I I oR°rS I 7 i 1 I I 1 1 I T / ( I Pwns.O t�L:REIE Ra7WAED 1 tut a ACTT ArL`H;mi sw� � WALL AND FLOOR MOUNTING INSTALLATION FOR m�NRMeIIEaaM 6AM- t SPLIT PANELSOw•1. _»a aH a«R) ]^......._.. -' CpK1HSE 4 illg " IT \ 1/4- 11 Max. I - I L r rt-YMMA£ I :'4. 2 _ ® gg PT]P. mr A«li iwt M c 31 ' , ,d , l I .....Ma U`Al} • (,yp, TIP t Sam.) Y`7 TAT_ 1 I� -, _'Y_""•„"�'--,1.-2. I s T-0 I q j I I I LI 11 1 1_j 11 T 2 FA I I ` r I 1 4 1/2 nUm Waco PAYp r -o• M� PN"As'. Mue_ew - rve]-n A11o. 1/4• Mmx. —ST W RA 1' ass s.Hls/• r aE Tl�x 'I�oB'S9M�drR.t WtEIIWB a « 3l I �I Y GD SCALE 1/4--1- WL EaWaroTM'°vrTT MULLION SCHEDULE 1W lsttkS1 R « 9S ie`-a` Wu, PN&L PRF.aSLWE RIRR.'G SECTIONS :, 1, « x SHAYt a j 'Mox. MULLION REWIRED ML,. SPAN (R,) TUBE MULLION " f1j Y C-6, 70 5'--r 2' x 4' x i/e ? 5'-B' TO e'-IV 2' . 5 C-10' TO B'-0' 2" x 6 + SPANS +ALlO NR A36. O€SiGN PRESSURE RATWG UP TO Oa I, -72D p.si NiMUM RE'C TOIMENSWN SFTML QRK.'NTk'O SECTION � �' �ARALLEL�A s7oRM PAHs,1°s LENv� SCALE 3/8-T' NOTE: MULLION CAN ALSO BE I1SfAGLE}) W/O StORM PANELS ON TOP OR BOTTOM SO THAT n IS LOCATED AT TOP OR BOTTOM OF OPENNG. (ONE PANEL OPENING W/ TUBE TOP & BOTTOM) ,�_I -. Y _ i1},t,Ea`I+ OWN BCttS I . I. 7 r I i { i . �^ 3 Via t xaT. 2} I I I OR i ii c ,�m TAPGa ` 1 AY. ILMDTx R/ 8 VA' I i '� fII Ijj j( Tatm tuacx TLJ 5¢ mrt , ��''-'y i ' a+daea • K¢ lR.taw, SMEtl � , I �'Sti OF .a+n PAt. -Tfo -1 ".f E ' I L _. 1;.t I_ �. i I o�•nx. z �a 1 i I I 1 �t 1 fr I I I i I Ea. I I I I IIf 1 l; t. T I d 7 1 i f5¢ M 1 SE�7ION -Y "EIdT STORM PMEL ELEVAMN SALE 1/4•r.1' ft# ANfikim Y7 SCALE i/6'.•9" INST 0 I P N a 11_ INTO EXISTING WOOD STRUCTURES 1" xHss • A- as xr 1•.mlirs' O - _ - - - SR TD l AMar7 -_ . t a1 W. gAPS . f 26 _ - ^ SIAmmE1Ae Y/ S!A LENT I i. } art3f. SMs 1 I k F rr z _ , PaaTHMROX �~ .. ,✓t' 2- ' , ,n• w ..,woem rtxe,xMn, .- Aa00IfJaiR __.. ylx. HSOeRtE w 4}1e Im n,M 16 ,AMTRYr WaaML ffidHEr1 AT,WALWTI , aI } ! i 1 N>t�. w ,TN!Y'AMMlt 1 y Mn i a' 1 1 i I T 9 I 1Stn 1WuaNS qe Rk Hai e7r 'Y )' I 1 i I er.+ Pc ix' c I - i 4y 1 F V j 17" �, } �V' I- MY�� I w !tl -� v n'a i �Wa,A _. _..1% Be Mr �pg LI � N ANC -1eP 1Y,..vP1,AA°,Nr � , ayl� q I j ra aAaz 3 m i i ! a" MOLINTII a;T # A 1 �lAl N ! FRNA Tit}N T T! t « n 1 4 SCALE. 1/4 1' me n �.4•fieW_ •. � acxj wx , � t i 'aeAss BUILD -OUT MOUNDN jyS�,�DN -" ALTERNATIVE•�J � . nv Ma one a e S+'AmmO,Le r iN➢ NTAr , 1a' lR. SnNmrmTs >TATF • ' lAI YALWS m i' ax - h )- MSMCRM,e1 M1a W61NM 4 :".... `. SCALE: 1/4' - 1' 3 '� A, MOMeiN b CEILING FLOOR MOMIN2 UKTIN AaST ATIflN YMOUNTN INSTALLATION - ALTERNATIVE 4W ATTRHAM SW (SECTION AT TOP LIMITED TO +55,5-67.0 MAX. SCALE: 1/4' - 1' - ALTERNATIVE_ 2w A.S.O. DESIGN PRESSURE RATING) SCALE' 1/4' r t" riiY"ins ems � '+' ass• rmma min .._ - .r/JnHe,�m N1m C4%+mP ARA NOTES: Yk NAAAi!#„�111tI,(�fHft,y "P.•••'• 4 FLOOR MOUNTING INSTALLATION - SE,MN SCALE: 1/4` • #' 1. INSTALLATIONS ARE. ONLY VALID FOR BUILDINGS WITH A.S,U. DESIGN LOADS UP TO 455,5. -72.0 AND PANEL'S LENGTH UP TO 8'-B'.. �*"'S 4 '?3'� .- p,s,f. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN \\GENr67 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL _ No. 26GAGE GALVANIZED STEEL STORM PANEL . JGLOBAL PRQTECt10N PRODUCTS L LC. A IL C � a.IRSr/ BOTTOM CAN aE WAY c iAil +-ar° y �. -' SETTOP TIWT Ma trWHa COMPANY OWE. n. ]SS '#L�Si pW0 20-176 R N AN WAY 0 ANY COMBINED EO 1N Y A SUIT TO 8 I Y T INSTALLATION. • � F n `3 . S nn :A `'F!f/ A4AA/S10NATLPE/aUE Tit sa. ]iR. 1.. R, ke Mmewt n.. �l,im PRD,NL 8'SW axNmA, f }Oat-TSM,W, t-taR T85+)ea rv.. m-,mn Tm aP cmM , anal >lar»Wr mB TJr., `Ni ;y M 'TER I P.E. slett�l0 a as 4A a187 - - - _ CONCRETE ANCHORS CONCRETE ANCHORS F01f CONCRETE ANCHORS'. SEE SCHEDULE ON SHEM 14i (SEE SCHEDULE ON (SEE SCHEDULE ON Fa'H WOOD SCREW SEE SECTOx OTI SHEET ,6 SrcET ra}� , a SHEET t4)�F10,11/4, 2/4, 2A/4, 3/4 EST 4/4 'i, 2 & tW/15 FOR" 2, dt TWftS POLWED CONCRETE i't£CJNRED, .560' Na PDURtD CDIW.REIE (- r i 1811umta I f tF ) I F 1 T I I 1 1 i 7ijll I 1I i1G �`SEE SCM_DUE ON (El( IvoR �m-UpsreH ENO PANEL)(INTERIOR VEL� R(P1w�dj 1To I I rDR g!dR` Efl lb Ti0"� I fl F�k I_! i : � I. I I I A ,C - Hrj e L'VFNY O c T B`mq]f a Ei2RY •'_ 5 ..•. _... ,_..}�.} ' '- __ __ _. ._ 'I 1f ( 1 H RsT I/4'11xt' i -Ho 1 SC W :,PEED1iUi5 i 1( T t I I I I 1 Ilr we,- : SCAR W/ SPEERNIl,E 5/,f Min. (CASE ra pre ," r 2 P.C. ] Mtn_ (CASE I 7 FEW , i.!_.-..d.,..,y... (SEE QM.. ,/, F)� Ill / ) d otller x YJ2 OC. I {SEE GET x/1F) . . .... I T ". i (MtENWATE LOCATIC4! ? L I I i I l 4* � i'ai'' ^' b-.-i--�' tEAtNFE IAGT161u END PANELS)Ai I ! (SEE DLTAnS T j,a J, I t 1�111 7i POURED CONCRETE k I I 1 & 2I14} 3 j Cdi CONCRETE { I a 7 1 i I { ' 2& A2/4 ?f+/$ 3/4 ER 4 4 1T 9W 15 '1, / / & iWjiS ALTERNATE LOCATION - I -.! ON LIFE SAFE' PANEL 1.- AREA W/FIO LIFE SAFETY PANELS LOCATION Orr (SEE NOTE IBROW) -1- _ _._.. _. _.._ ( CaM I -- La. REGULAR PANELS W/ OR --•-- SAJ`E7Y FANfl '-"'I W b REGULAR ' lA TRACKS t / SEE N.TE ( 0 _ .w a (SEE St" ANCHORS jfff RF F ' F-: 1(YW1 I. .ANC]. 10 BE MSTATe FYt AS SEE'. sQHE ( DAC C: �E. IAFE SAFETY STORM ..PANEL O EFRNs LE rLIFE SAFE Q r A SLw ALWAYS PROVIDED w REAR TENDED TT PORE Qp IC} S 1 a HEM J PDURkL f%1NCREiE-'--" -,AIDE. CONOPa�r) TO FACMIfAi INSTALLATIOtI IF INTENDED Ce`e. REQUIRED • TO BE INSTALLED OR REMOVED FROM INSW 1 T _. VERD TE ANCHORS : PANEL 1 (SCE SCNEOUI.E oN�,.- OF STRUOT1sRE SHEET ,4) - —E'° ELEVATION WA TING INSTALLATION SCALE 3 2--l' AND FLOOR A!O TING INSTALLATION /3 ,J.L i�ILUN— WALL AN G� - S N 1 smc; 3/a" - I- - SECTITIN 2 SCALE: a/e" - 1 /i •Ifa He `"�, CNS212:ac tk4___LIFx F�#Frt�;�RM T+ANIK....L"SiEM..18$i61.Nt1S1FL 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN ENO PANELS). C UT atrar+on PANELS B AALTE,TRST€ t$-AM LIFE SAFER PANELS MAY OR MAY NOT BE INSTALLED ADJACENT 70 REGU:hR PANELS SFS NDT I) T EMf PANELS. (W/ OR W/o REGULAR TRACKS.) SEE NOTE i) ,•� N 8 2. LIFE. SAFER STOR PANEL CONSISTS OF 0,039' GALVANIZED STEEL. STORM PANEL AS SECTION -0 PER CGMPONE, SItEFT 3 OF DRAWING. SCALE 3/92".®t,' THIS PANEL;TO BE REMOVED OR RIVALLED FROM THE 1NSIAE OF I STRUCTURE. ' DRAWING COMPONENT > BED INSTALLED WALL OR 6LT74R FOLLOWING SECTIONS 10& 'r`�IyT(, ............ , a`Q': •. 4 2 ON THIS SHELF, AS WELL AS DETAILS I & 2 ON S14M 14. \DENS,& •' FLORIDA ' BUILDING CODE (High Velocity Hurricane Zone. 4. Mi, LENGTH FOR COMPONENT qDIS S" :iD _s- . k _ aaow a L TEatl„ W G Mox ANCHOR SPA!NG FOR COMPONENT.� ANCHORAGE AT BOTTOM S QNEN ON _ F.F. ..I . IZED STEEL STORM PANEL iF Z 20 GAGE GALVAN ' DRARH FL1 2 I, a1', PE COMPOO NENT MAY BEE PERMANENT OR REMbYABLE- *': A3f-GF"'-^+• +a t`:'-�_ / _ �u� ' '` • GLOBAL PROTECTION PRODUCTS, 1 LC, %'S' 5 SEE DETAILS FOP INSTALLATION INTO WOOD FRAME BULDINGS ON SHEET 15. ••. Li{{,'.CL - I --, ° tLTir C O I,E. 5,1� F�S 6 SEE St+-77 4 FOR WAL APPUrASLE TO THE NE MITY FOR THE INSTALLATION OF ��l — 1E8 - 4 EMMNGERwa cOAmAN� OAWC {i ]iifa ima. miDH.F: (g5.e)eam-TSF6. FAY tR54k6ae-aaaa 20-t 76 Nytl `S i)H A�-Li.A' / *N-aa Rna.y SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. liOkiE . R. ,. CA-000e74 P"€ ".EA1/SIGNATVIRn41[ VmLlm A..N., MAXIMUM &SQ. DES! N P USURE AND CDR MAXIMUM �A EL LE'M918 "Let SG�#ED�II F (VALID ONLY MR PANELSn & . INSTALLATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4, 5 A 6) i 1 . BOLTED R/ a/x'6-aDxt' S5. 94 t R'MGNUI AT aAdM R WULOO iN or RW2 ` SPACING, StHEL L F GGSJ {?R►� PANELS 1� ` 9 iNUAIIIIABO INTO E9j5TING I tNGRE7F CONCRETE BLOCK STRUCT R 5 NvA„W a0.Y FOR PANELS lQ& INSTALLATIONS AS PER SECTIONS T THRU 7, ON SHEETS 4 & 5) To A F�p#/i `Ilya" E :0 ' �' \\CENS€ '- FLORIDA BUILDING CODE (High Velocity Hurricane Zane) toms`' ND..41bf z coota.1Ea�,N+G' 20 GAGE GALVANIZED STEEL STORM PANELR Ip a * ( * GLOBAL PROTECTION PRODUCTS, U.C. OMAN sf; fDATIEt55, _._. _. �ECO,, 5; STREET (B DAWC 31TtJ . a., P1wl+€ (w+)HM ems. FA, (R,.t)�m-«T U102 an-wm 4 2D-176 ' Y'k>.r- /,IfIt14Y INTONE' E aF,d./B,GnmiTUP,E/THEE , w. w . amrmw re r anal - wALtERudt1,m. P.E. ORAWNG xo-. p�1MIGONNW 0.5.D. MTB1G .sTJ liav PAN>t�#2NGtH YRAMUI, $ AHA1gN PAYFl/ A'm )NT N1� T�OIt t�E s£c'II°t'S) To G1Affi ctealxrTlRt � THEN -+s5 a2.a 7 - 5 aW LESS x / tRSOLtFD 'HMI B k T . R35S, -72A� TO 8'-9° Mmx.- 2 3s4- cmRCR.TEn �u , TNRli S m r `T >e'-d 0 ti'-2' Max. x'1 2` % AaCENCTHI AT INAr TAPS � 12'--1. OR lESS _ _ E NA,nMMMsAw^wG€a._a^ #��nrAPP.faAM,E TO SECTHklSMAIaWM PANEL MM✓C�N4Flif.M1'H'4'NR; OFB/ItT. TAPWNCOAXF'EAI#E GF TAP -GRIP -W Y1 RWELNATE aLDGx M17Cx TGaNORETE owRaRtTE1aGolatTrc7EatINDaME �Dc# BAEtt1T aaMEaNATmt) � BLaCx NIA N/A 1 N/A Q' w/A MfA 6• �e' NIA NIA fi •.._ C d" i�6'� e- � 6"_ 1 ieanoM.} e L HJA .•- N/A MIA _ @' _._._8' fiJh " H/A ILIA N/A NJAA� , A... � I /p 2 (".tTTC81i +55.5. -72$ E � WA r N/A B` NJA 6' i NjA a 6r 4 (TDPjN 7'-5' OA LESS OR rcc G S N/A I N/A B' e' B` B' B' 6' a (aOfTDM) e' N/A N/A NfA d' NIA 6' NIA 7 (f4P) ' N/A N/A C I' tE" B`BOTTOM) NJA NJA 92 iJ2` B t/4^ ,a i/r s 1/4' tl iJi" y (t.Gp/ODT4aNJ I SEE SHEETS fa « t# FOR AiIC?10R5 TYPE & SPt.'TF& FOR 445TA).lA11ON5 NATO W000 FRANC RUF.PN10. MIN\RIM ANCHOR ffi+ACWO"+ AND lIW\NUM EDGE MSTANCE ARE INOX'AtEfl ON Oq5 SG'HLDIA.E. FOR Ca. LE35 LOAN tNPCAtEO ON -aCHEDULE RfLUCE ANCHOR ALPACRq ai MLA.RPLYmRY 6PAGING SwARH ON SGrF.:OULE BY iUR::M.Aa'WWD' FACTORS fDR THIS OFERATOH Aa BE E4O�IBLE, DEDUCED 6PAAYNO OBTAINED USPNR FACTStR SHd4 N0T BE lf5&. THAN MltlellAT SPACaA W[sGAR4 FOR EACH ANaT#9R TYPE At AMCNDRS 4'L^FMG ,ja'r TM VN 1/4' 6,N-R11! 14s - ifil 1RAi6 T/1' G1A-IN iAla-IIT IMs AIC,Q EA1Gwa IR.) R 1101114. CLL BYBNILt) M0i0IF 1 }fa• 39 3B. _ _. _ If4'tA. , 5/e' TONG :RAMP W/ MS. u B ,m FOR 1/R"m-LERV PLR i.cHan'r, MP ro -II, AND B L1- D.C. S POM IM N If -II, Nm. OR (t4-SG 6It INTO �STi�#� WDO STRUCTURES ' ..T UA7E!'1F P> Il Ai0 FEMALE ID I PNIEfWTE PLUS o i2 L/2` D. C 1MiE , in Mc.. THREADED NGTHS i'ENEFATHEN TO IiFI.UEP FOR. Ail tENC11l6 TIP _ ;I: 1 10 8'-fi' Nme. - i:.'- --- StlhM a t JYY�NF,a€A4r,IEO Fitt— j -I� - ii 1 I' _ f d 1 aa 3 � 5 ta. EO ( . LD I ' t I k 1 °' WOW h1FAOFR # 1 $ &CpB ff 1 I t I 5 Aoaa wvaLW : uaL4Rm I S soon +AO:JHED s 1N53a 1L.ip#R i ALTERNATIVE 1 W 9k T CALEAI�YE 2W t I _ SCALE 3/B^.1' SCALE' 3/2H5+ SCHEDULE _BEE SCHEDULE a$F SWEET 9 T a FOR nW ON I i' O I 4 $ FOR MRL SEPARATION TO GLASS t` I i I vFNc MJE / T E0 1 EOto f EO kk 9 f coltit _ 1 Ea} r �- r u.7sr � j RooA I 1 BRAS 7 40, s S LONG - BUS,,FIR; 4' B' S 11V/4- -w/ SS. M5, a a ,JA• D.c 401 '': l (�, i m•P-3a. P s$. .I; t waaD PALE RFCJIRETT 1, UEx` LENS TO AND a F'mt PD.0 4. W, III OR LENGTHS V. it 4mn. ,/ ' O.0 FOR LEURATE OF E 0 "E00e ,4-Ia PANEIMA rE1MtE O OR ORTC O PANEAI,MTE PLUS a 11 1/2* 4. 4 WTM 1 yt' Mu wEAOEn PENErRAnaN A, TMIDI I T/+'a LAC SCALWu a 8' OC W —, , 2 w- emrAE4D PxFRm/o ALTERNATIVE 3W ALTERNATIVE 4W WH OF EPTSETWG WOW PLATE TONx�A��➢ :.� a NOWIIIM # Fl/aE SCALE 3/8-1' SCALE 3J8.1' ALL, LENGTHS UP TD W-6- we, - . } I ATIV�.1081 _ CONDiT £ NS�AL CCHD��2I CAT10N5 NOTE SYUITER TRACKS HOT SHOWN STALE 3/8-1' TERNATIVE 7W NDIES 1. ARE ONLY LAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS INSTALLATIONS TO >~ PSF AND PANEL'S LENGTH UP TO 8'-8" = q' Ste: \. : FLORIDA BUILDING CODE (High Velocity Y Hu cone Iona) UP +55.5, -72.0 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - '+ 1ti rip IxTEca - r'P PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL ,aD• - ,k' 20 GAGE GALVANIZED STEEL STORM PANEL. DRAMTI 8t: H -TF FOR t a INATION Of F'^ LFiNSt �--ti _* F T _ .. IL' CCFIN�. GLOBAL PROTECTION PRODUCTS, LLC. , o7 1\ / /xDaa IMTE: TOP & BOTTOM MOUNiiNGS CAN BE '4s, °S '. ' • o & cNal No uPANY #re, `Pn.avar a, M s'"'a a FeWO S.W, - Br1 wWe. n. 35aaJ >»"xNE: (t6i)ma-71ua. `tA: ds5*SaBt-dTs7 2D-176 COMBINED IN ANY WAY TO SUIT ANY x'c.G ,,,A ,'$(. A fNFttPNY tact m-Imo. , s1R8 m_.an OA. rr, r rxr mar, n.N : INSTALLATION. fitNlli,}W'i€ SEAL/SIaP1A71AT€/Wi HALTER A EMIR .R.. P.E. nuu, KE _ LTc CANOE -� _ B1&£T 11 ar 3e STUDS a C f / ro rAaTn ' IN ANCHOR ANCHOR OR DIRECT MOUNT SPACIWI SPACING IF Mw7w0m+ -e •• i •- � YF' .k _.. •A k a ek ... 4t.i ��. + i.. _. MAXLNUY AS.D. OCSm7F1 PRESSURE FLAT" ,A.+• YMmR Ct TAP- fRP UV_x-W - E+A'Ii#th±E tEMNF m rANFItIAtE PLUS ARPrGAIXE to SECITaN6 / & OF TTiEM F THEM, MAXaAGM PA'IL* tEWOTH a (Tt.J TO ETE TG comas TE BLOC. TO CalDRETE o C NDOETE BLOCX TO aON1iR'ETE.' o CONCRETE BLPGK 1xIwC'>RE:E ro CONrRETt , - a 7Tx € .� CUNeRfTF r. BOCK 6+ N/A N/A N/A e" N/A 5" N/A O" N/A 1 & 2 (OOP) +550. -7210 - 9- 7' s 9` 9' 9' 9' 9' 9' D' 9" i (80TT0}R) 5'-0- OR Lm 6' N/A ) N/A N/A 6' N/A B' N/A B" N/A i & 2 (TOP) +5 .b - D 5 72 9' S` B' S- 9' 7 i 2' / B" ! 9' 9' 9" 1 t eOt10 ( � - T - 5' C 0 7' fr' 8" N/A NJA NJA 6' N/A 6" N/A 6`. I N/A I & 2 (TOP) E, 4" H' 8' S. 6" 0" 6" 6' - 6' t (BOTTOM) - w $A,-#jE1�.3' y b 2 rfT'w/ FLOOR �,,.�CONO_n'LON5 Al BOROM W= E.f,, MAXIMUM ASS a LIMON PRESSURE RNtWG tF r (SAID t s/B' Aw, fmm TOP Or Aw) A (SEED a s' uP TRtow w or ARGAQ APCII_ A, LE TO SEG'RONS t1 & NY-COMBINATIO OF` THEM MA)DMUM PANEL LENGTH '1.' (it) 7A - To ME +49.2 -61.5' 3' }` 4 1/2, 4 1/2' 2 (BOTTOM) 7--6" OR LEW +S2.a -66.0 3' 3" 4' 4` 2 (BOTTOM) 7'-e' OR Tm +55-0 -72,0 2 1/2' 2 1/2- 4` 3 1/2' 2 (BDrtew) 7'-6' OR LESS +55.0 -72,D 2 1/2- 2 1/2' N/A N/A 2 (BOTTOM) 7•-8` TO 8'-0- +55.tl N/A N/A 9' .3 �— 2 (BOTTOM) 7 -O" TO 8'-8" STUDS W EVES OVEFTU (12 q2` C. C TO OLD PAN H E ItIr 1 e,. (CASE 9 3` Ma. CASE IE /": `t /1 /-\ ALTERNATE ��\ /`:\ AT END PANEL 1 9 } { T I j T 1�' E I ( l 7 i i I i s I i e I fjj I 1 1/4' Be S '--INTERIOR PANEL VEND PANEL p.•,~iJ YM B SCHEDULE I SCHEDULE I' f2 FOR #2 FOR 3 Max. ANCHOR Moan ANCHOR SPACING $PACING . SCALE 3/18" - 1` MAX A S D PRESSURE RATING it N ORRESPONDiN !N ��lGH � �R��.AA � G " i! MAXIMUM T E..S..AL3 INn(�A1Le, FLxe..d�E.SP�. '.....ASNEJ. WNIMi1t AAD. aESNM _ 9ta, PANEL lHgiH wa15ArM TI511xW T.' [WL7 MPNMUM s€PN Onx I PMAa. TP..TJ i 4;� M:n1aEo) ro a/as ca1TIXroN 'S&0. -mo 8'-a' 2 ]/a' UNepLTm No. 44167 SEE ET 18 FAIR AN04M & SPA^CM FOR M MTla3 TO TTPE INCE 1A aN WOOD RUULE. t:. LEA ANCHOR SPACINGS AND A EDGE ARE M St LE. FOR: TIPL 'SG ED SCHEDULE E AFICHO SPACING BY MU SPA LESS O TS CH DILNCATEO HE 6CHEa1IN REDUCE A1GfaR SS OP AT MULTIPLYING PO SIBLE SEDUCE SHOW A'r THE FOILOWING S. TO B? E. 7NLE BEAN D S ACING B MIR REDUCED SPACING 8T K e31u�a OBTAINED r A:TOR sTMLI tmT � LESS THAN ANwWMM �,eRNc SHALL NOT ACING Rt0lCATED FOR EACH d1xC1MIt TYPE AT ANCHORS LEGEND. 4' `a`• f 1 4"e 1 'e / 1 4 a / uAR oR TYPE fA3VRY fa ,,iP.,fmp PAwFEWxt'v.M '#W,WFLUS G-N�- Mo. NirA SPAGp w - P—m eemm . (NJ *.MM! lk,vW WN( :... 3 — 1 -"3 1/2 1'A - A'.RtR FJk. as m a1swel 3 DOCTOR - r m Loa - w as 4'Ir FLORIDA � !t 4i; "e►1•.k. ., `. ,- T: k ;i, (VAUD ONLY FOR PANELS 0 )& W INSTALLATIONS AS PER SECTIONS t THNU 10, ON SHEETS 4, 5 & 6) MAXIMUM IMOMIN ANCHORS SPACING FOR EA, - J ln' •• - _ ASD. DESIGN 1MPCDN ES TAP -GRIP I GALH-W PMNELMATE FEMALE ID PAN6MATE PLUS SOLID SET SECTIONSLE SELTKK4 / o MINIMUM PANEL PRE55URE RAflNG To { T LYJMCR U �' TO CONCRETE ro CONCRETE I TO CUN[YRME r TA I � I o r C. I 0 OIICRETE O'riiL'kETE To CO+L,MTC ro CONCRETE TO rANCR£TE I TO I CONCRETE ANY CLi1f&NAltOtt of ttsEAN 7• LENGTH R. ( ) � BLOpc i #g9GR 6' N/A N/A NJA,. 6` N/A 1. N/A $'" N/A N/A N/A i (;OP) 6" 4' NJ0. N/A } 6" a' 6' 6' I N/A N/A 1 (BOTTOM) 6' N/A WN/A N/A 6. I N/A 6' - N/A §` N/A N/A N/A 2 (TOP) S' , N/A N/A NfA 6" I N/A 5" i N/A 9' N/A N/A N/A 2 (86TTOM) +5545 -72.0. 6' N/A N/A -� N/JA. 6" T N/A B" N/A 8' N/A N rNI 3 & 4 (TOP) -.. 57'-5' TO W-ar OR LESS 8` i 4' N/A I N/A 5" 6" E' 6' B' N/A N,rA 3 (BOTTOM) 6` N/A 1 N/A i N/A r 6- e i N/A ¢' N/A 8" I N/A ) N/A N/A 7 (TOP) _ 6" 4' N A ! N/A w fi 6` 6" 6' 6' 6' N/A N A 4 & 7 (BOTTOM) O.. N� N/A i2 % 2' / B T 4 /. T 2 T 2' / 1 6 4" / i T 4` 6 1 4` 6 / / 6 i / 4` 6 1 / 4` N A N:A P 5 10 BOTTOM { 50.0. -53.3 N/A N/A 12 1/2' ' 6 1/4'- 12 "/2' 6 1/4" 6 1/4" 6 1/4' 6 1/4' 6 tJ4 N/A N/A. 6 (TOP/a07TOM). 8'-8' TO 1V-2' 55,8. -72.0 N/A N/A i 6 1/4- I N/A 6 1/4` 1 NJA 5 1/4- 8 •/4' a T/4 1 E 1/4- y N/A N/A 6 (TOP/BOTTOM) W-8" TO 1V-2' NIA 1 N/A N/A ' N/A N/A N/A N/A I N/A 6 1/4' 6 1/4- 6 1/4- 6 1/4- e, 9, 10 (TOP) +43.8. -48,0 8' 4" _ NfA N/A N/A ..._._ N/A N/A j N/A ._.."}......-..._____ 6' 6' a t/4` 6 1/4" a (BOTTOM) - '2-4 OR LESS OR 4- ` 4- N/A N/A N/A N/A NJA N/A §' 6" 8 1/4` 6I'D 1-,- SEL SHEETS 10, 11 AND I2 fDR ANOW-E tYP£ & SPACING FOR INSTALLATIONS INTO WOOD FRAME BIRIDMRT. RINIMUM ANCHOR SPACYMGS AND MINIMUM EDGE DISTANCE ARE W7It.TEO ON 1H15 SCHEDULE, FOR CO. LESS 11" P4.10 aw SCHEDULE REDUCE All. SPACIG aY MULTIPLYING SPACING S49k" ON SCHEDULE aU THE FOUOMW FAOTORS, Fair THIS OPERATION TO BE PO5SIRLE, REDUCED SPACING OS)NP+Ea USING TACiOR SIM I. NOT RE LESS THAN A4141A IA SPACING INDICATED FOR EACH ANCHOR TYPE A7 ANCHORS ✓_CGEHG AND"TAX 3/4y ,/4"m tj4"It 1/fi T/4 5/4`e D,TK:aN CF'tW-DRV VENUE 0 N ^0",H SOUD-RT 4 PLUS MI, ANCHOR SPNbO 011) ] 3 ] 2 112 I ••PoM i6 ,nil IOPPPP, %H& (.0 ] 3 _ ] -Tlx 1 0 4 AM^ KA OBW�L.UXOM* r AID T O A INTO EXi-$ING FOOD TRUQJWRES ,a- 10 PANF1MAlE PLUS -- - ( A 1' :. I6 A -PANELMATEW/ PLUS t„ T _ 14-, P PLUS A AD.C. �d ,r r I 6 GO) GEE. RAT 7/8' TF1tTEr.0E4 PENETRATION 70 EXSnNO WOOb HEADER 1 4' 1 T T 6 t/ O.C. W/ /e •; THREADED F'ENEIRAT,ON ip E%ISTENG %'DOD HEADER r WWD HWEApER /" REWR7E0 II 4 1 i i R'O.U.W 1 7' W/ j / n b TtISING WOOD EXISTING WbOO HEApEHi HEADER I f V.i i 1 I } Rfl' • S F 1 �I I jp 4 /1r Ati WOOD NEAOF: R W EO R€6 ' Mw I -r _tW.'R eETR: ±Tso • HEADaR REDS1t P Ea 4' -/RT5 I E.Txr moo i I f 4 t K DG i. i. Mr. t - I P•1.. ENER1' sTw e 1 s' a IC J _ I L. 1 .1 I SEE SCHE➢I1LE p!i + SEE 50£WLE 0. SHEET a SEE SCAEDLU ON SHEET , t . SHEETS i POR ux. sEr { I'Fml wn srPxeaTaxr - I- FCN Nin ' - - I TO QmS t i 1f4'r-laTt"SS I Mpa. PANEL LENGTH '(SEE N01E 1) 3 ro cuffi. , ii I J° P _' .'� - % Max PANE. LENGTH `-.-. I 4J-21Dx1'S.S,. r #i (S€E MATE t) ilJb-abL,'SS. I,' M5 w 7 3/Jr MAIL NUT i.. ..0 - W ) i •fiER,4 - ,;', -I --I( mx PANEL LE#tGUf p (SEE NGt'E IT '' t-W 1 e E19FT ONEAI,i I O ENFRr W6&AP 1 e EVERv I ) OF i" 1 SOT OF 'L` i _ I son Of MAN, M MAXMAN I YM{i - WWG IRON RASHER I 1WW e i LwTr BR4 a --_ , � . T7 t oc. , ,1.t xArt R .': .O .I EO i 1 aG, I � t .... S/1 I „ 0 S" LNG 12 6 O.C. W/, 1/ 2'.4-' WOOD PLATE & - ; _ REQUIRED 2"., W04A RN,Tg _,-ti-10 FANELMATE PLUS REQUIRED Wj , T/6' I� ° _ q M_ I REWIRED _ _ �Ft: 2N4" WOOD PLATE '.... MLN THREADED PENETRATION AT = 1 6 t/4' AC D PER id10 WIDTH OF ESA, 9 T ` I 1/4"P LAO SC YES a "WIDTH OE PLATE 6' G.c. sururm w/ ., OIREC,•T MOUNTiN% RAT ON AT MI AD OF AT MIDW94TTIS TM ELATE 3/8.1' MOTES: � ala-1' I, INSTALLATIONS FOR ALTERNATIVES 8W. HW & 10W ONLY VALID FOR t 11111 BUILDINGS WITH A1510 DESIGN LOADS UP TO +43.6. -48,0 P-.J. AND AAyAA TI /7, 4 �/ H L FORA NEW WOOD_ FENGTH FRRAME CONSTRUCRC,ad; WOOD MEMBERS TD BE SJLFTHERM f� PINE NO. 2, W SPECIFIC DENSITY OF 0.55 OR EQUAL. ^'': „CENS '• FLORIDA BUILDING CODE (High VelocityNor icons Zone / H2iF FOR coMalNATxTN OF SEcnONs: z = NO 416 : *yR `'� R tea' No 20 GAGE GALVANIZED STEEL STORM PANEL -Nif CTa N E B TOE` I BOTTOM A f W N SUIT Y • I A 70 SU ANY Gr'MBWNfO N ANY W R A - 5 TE C,-'' ., ;' GLOBAL PRO PROTECTION T PRODUCTS, IONU.C. o,/n/a02D M l. i.. AL1A7tON. HST. .. _ .. _.. .... _? /t '. , 1 S R cr'• - -r IL ECt3, a. 9 « oTN N MFANY 1H W. , 4803 & 5 S11IPt COON r>n all A 26-1 B fPfjFPtt �sEu/SONAruaFJaaE ap". PT90H� (SdA)6B9 7545, FAA (tBr71 aT47 Ma A.n aRAN,MG No, #HYIIl1 U-9M6Ttt 'MALiW A 7A#J! Jr., FE T"'•A 6,QET ,3 DE 2A INSTALLATION- DETAILS 9ETION j i FOR LIFE SAFETY STORM PANEL SYS M / 4•• L It sGRnAs a a` ac W f INTO EXISTING WOOD TO �S't S RUCT {` T ��1F ' I t Ill MW. iNRFADEi1 PL7$1RAilOR to Fa4�,kN` 1YWD ,!FADER T ` S .i , - s I �- iC 'n°i _ DR EOI I i I 1) i w009 HEADER :. B '-- REDN�ED rOl Eel ( EOt___ - t _ - I / wWG RUT a £VERY j STUD a ,2 f/2'• AC � ALTERNATIVE 1 ALTERNATIVE 2 d - (SEE 12 } C ' (N75) ( a e ) a ?A . ON law ISOL POR V. SEPAPATION TO 01- S. , I r {{ e 44 OR ED j , , Ea d 1 w F V1 EO ,} , s q I vra00 PIAIE J � ,-I i WOOD PLATE REa1�REn _ I ;I a LB;E-- ALTERNATIVE 3 ALTERNATIVE 4 rx4 j r T f2" 1 AEWfR-S I W,. t1THR£NED PO4EM M AIR !ONO BRASS BURNING W/ a a_C. OR - a ,/e.-20ia' SS. M.S. 6' FAYELLMTE FEMME Is �R ALTERNATIVE W00D. FRAME CONDITIONS ANCHOR .LOCATIONS PFMO-HATE PLR a 8' oA tYl r il2^ MAn. yOy,E; ^ • T. P'DWI� m PERETMTVN# It EM+34 1cI14t}Ok MDTE . SIMRFER Ii#". HOT SHO'Al, MR mm" WALL. MOU INN INSTALLTIO A""HUH044r p.Ttii1 E !fi ALTERNATIVE 1 W � t aaQ;' �CENSo sr� 3,w . r : _ A 7 s BIZ, FUSRtDA BUILDING CODE (High Velocity Nut icons Zone). x it _ ACC °}an' m7FDa' r°t" 20 GAGE GALVANIZED STEEL STORM .PANEL11. AtS FOR BUILDINGS WITw AS.D DES�QN UP TO ^O �- 1 IFSTALLAR ARE ONLY YAUG TOMS +555, -72 a Pef AND PAWS LENGTH UP ro B'-n -�, .,.,,,,,� 9F a Rt 0 "` -:_ , + /9 /� B7/)p/"w GLOBAL PROTECTION PRODUCTS, tLC. MTE Z FOR NEW WOOD FRAME CONSTRUCT"'. WOOD ME4EFiRS TO BE SOUTHERN . = °C' '[+F ` �g)'q /`CJ 2Ck G St j i I • L �.ri V 1Ma_ j ae';a iW. 5, STREET ENS, R -1. OWE Na, w W/ SPFC6IC f$TfFnT: OSS OR EOIML t A,, l ♦ FiftE14 'IllltffAR1 l NET TUDIND t ETHIIMcr"m COMPANY a# M+ tt, tt. a,s, ewe, aWN,i h m,a FaptE LRia)Bb9-13+5, FA%. (B54}6�'8'i93 20-1 % Trmu (w AT. _,Ap Mr r Oem mt-,A» PC �. +nHtEf•OAtE C°'-BLti87T8 WALTTA A YUJI` N_. P.E Oar msoTs MR s, mmr 1 sas WNN+Ra tkx r en n-IJi f ' SHfM t5 ar ae -4-r N a) C- �!? CQ O N }, U N Q O O CU �- U O Ca � U) O � O O `) 0 O 4-5 M LL_co p —� Co > .� U) EID 11- O O i .0 .� ``�^^ vJ Q Q Z r� LU J 'co '� ::- W co V L^ t � C m N X ys LA-%rr. N Ca a u) C-4 V7 O 4 Q CV � CD Y oY Co l'6 d � c � s o d � O CJ O �J W O Q I- U O L. W LU Q Z Z Q J SHEET NO. SH 1.1 — - - I .1-1- _...._...ANCHORS (SEC SECTIONS ON SHEETS 17. is, is & SO)_ -- -- -- - I -1 __ - 3: MAX. U/17, -/17.SA/16, 38/11, 48/17,5111/13. 3' MAY-: .11 ... MI rol"EAW/19, 7AW/1 9 A IMW/201 r* MR/til, 7#W/19 A MAIN:) I' u(N., D.M..,;,_41- 0 0�. 4 . 0 0 1- 0_ I-,--- ___ - _0__1 __ - 0__ --...I-- .----I-.- : I I t� 1 I 11 I i I F I.! � I I 1i � i ! � i � I i I � I (D.R. � i � i a 91`mm. �� 1 (D C�1@ 1: � I I .2-1, I � � ,�(L.� � !I , mro" : i I UFT So I I ; � I 1 i , , i I e ! , ____ - . I .1-11. ,_ ___ 1___1 _ - I I MAN. _.__�__�_,__i_l : ; __ � � V�v i I 1� -1 - �;�;/..z-p�r;-- -- - -i-- - , � ,- i , vAnCL LENGTH , I M.. -_ i � 1 � ", , : I (sm sc"ElNjLE) -�-,,� I I UT -SAIR AT � I � . llrl I I I I � " ,, - -_ - -]' � , -am- 1 I - t _�- I- � � .. ,\ , � I I TI. I ,,"i � I I I :1 � -, -- 3 I - �, - - ! I � ,I 1 1 1 1 : i i :1 I L, ,!I : ; : I 11 I � � . " I 6 � - - � . � I � I t I . 1 � I � : E , 1 1 , I � � . 7 I I I �� - - -- __� _�_____,�-j___:_.__! --- -- -T - ------- � � , � � 1 + Z_. , t� ; i PANEL Emu oaRmix , . � . 0.101-1@ 014 I iz � I � ,- W-1, - I � A-.1 i I 0 I ____ __ I -- MIA; MIT - LEFT A RIGHT FRa- 1 3; - u/17, AA/I?. SAM, 48117. 58/18, 3- Lz,� '. 4", 40. i , EXITRIOR [;Et 71110/12 It WW12D I' MIN, MIN. GAW/11% ITAW/19 & 11AW/2D . __ - - I- - - __ . __.--ANCHORS (SEE SECTIONS ON SHEETS I P. 18. 19 & 20i__ OPTION #2 FQR LIFE SAFETY STORM RANELa ELEVATION SCALE 3/16--1' lie W. - GAP " :F 411 .@ , 'D . � I I I o0Rw1,t1_Wt1w W-111 � (J)un: Sort, 0)-@ -- I =J' —, �,_ __=�_;��.___ , .� 4 �_ !��_..O " I � , �� , --,-,-,"--- , � ,--- \ , - / "� 'kv, " ; --- - I ,I'- \ / , WA. z - 7 � �;!!t�--2=--------�-�-�,-=�-�.�-�\-6rz--,-t�,�-,I EVERIOR L SECTION A -A SCALE 3/16--,- MAXIMUM iiII DESIGN PRESSURE RATING (p.s.f.) AND sto,wku"T, , p. �:.!'�N�n e . ,--"4 �--'�IyIviis�%�,� \ CORRESPONDING MAXIMUM PANEL LENQTH -C SCHEDULE Z' ; 1. I f No.44167 • '-. 1 = *; ** = I * . F ty Hu CCITT* Zone). MAXIMUM A.S.D. Mo.. PANEL LENGTH FLORIDA BUILDING CODE (H12h Yelocf I - i� � . cmo mIm''Ne, rp DESIGN PRESSURE L (ft.) MINIMUM SEPARATION i PANEL -, " ..:,tom vl,.-, 20 GAGE GALVANIZED STEEL STORM PANEL RATING (p.s.f.)_ (SEE SECTIONS) TO GLASS CONDITION /am .. - / toe \ GL08AL PROTECTION PRODUCTS, LLC. - " ./z.m +55,0, -72.0 W-15" 2 3/4- UNBOLTED - Z 111LIECO ASI 61 STREET - I I I � - DAMIL 'L. mT14 20-176 . - n � I ... �E (W)M1U5. FAA, NTIH)QKT-M� , aAN - - w&Tm � TILLO * I A�� P,r SvA/sKNMw/d,x L - FLORIDA J.. # Jr.,11 I Milan it or n I - _!112L_ �1_11��7_ 1/4' TAPCON ANCHORS � a 9* D.C. � , POURED CONCRETE OR CONCRETE BIWA REQUIRED 1 7 F-C�_,_ 4- I 1/4' I � _ I " I I ED.* 1111" I 11 I I I , I � ; � I �IL� . I I _ 1 � UAAAi 1311 I - . .1 r a'a 0. I I I `= - ITT I 1 � ! I j 1- � 1 1 : i � I � ; I I . I Am.. I G ASS 1111 WTALLATION DEIAILS EQR ge ION 42 FOR LIFE ISTING SAFEICOffM Y ST, PANEL SYSTEM INIO EXPOURE12 ONCRETE 08 CQNCR E BLOK SIRUCIURE5 - - %/4' 7APEOR ANCHORS_ 1,'�' TAPOON A14CHM 1 14' TAPCON ANC"M a 0. 01C. 0 9.. D.C. . . �6� .. QC I . - POURED CONCRETE 1, , POURED CONCRETE I I , POLMED CONCRETE OR CONCRCrE .1. OR CONCRETE � OR CONCRETE BLOCK REQUIRED I , ROCK REQUIRED I I � BLOCK REWRIED I -,-. I/,* M_ " Z'11 _1493t_ I . I � r , � I I- 0 E.&* "', i � - I i a � . : � S, r I I I L I CI � I ! %IT ; i z I � WI - IG) I I - - . t - i w-To ! � I- 'gap. - a . ! : (3 � ia It - ,st 1- 'in . I r � I - I � I I � 1.) I I L � I% , is L � I i 11 � I . I , ' ` ' LODE' I I �v , � 11 , I I �, I � L I ��'I'll ID U".;,-�,;.A b I I :,-,;. .. - � 'P 8 w, wNd , , I ---- j 6 I � ti� W/ va'A I.- g Xiw , -* i I I NkRMIAT. 1i � i I I !U!"J" , � I : I I _ : 4 : ;, i I - ; � , I I -1 - - - I � 11 I I- - --- _ - — / 20. 'SSMS - I . C 1 , I ' : A k ---- i - --i . ... ... I: I t7_-Ea;�i, k 47A 4,0 A 3/32* WING 14UT ASHER 0 12 I/v ox. 1 _T,/4' TAPOON ANCHORS 0 A 1/2. 0 C, (STAPOERED W/ STUD) I I-- TO."N&O"FOCK REOURED INSTALIATION I SCALE 3/8--i- 3 tL`\zo:,A"g,:% __JW4, TAPOON ANCHORS , 4 Ilr Qt, (STACCEM W/ STUD) I 1-1 -CURED CONCRETE OR GQ,C`WE BLOCK REOUIRCID SECTION 3A R€F,�ULAR PANEL SCALE - WPE A ANDIM TYK 1/4-1 I— - SPAgrA INSTALLATIONS WtO WOOD U"Co0I FRAME BUIURMC. - McHat SWUNO 0`4 . UJUXAM AWD40R SPACINIM MO MINIMUM — SCHEDLU MR ". UESS INDICATED ON IFIAM," �,W,�) -i SCHENA1 REDUCE ANCHOR SPAQUO 0 MULTIPLYING SPACING SHOWN ON SOMMULE Amumi. CA Mo Doom rxm BY THE FOUJDWUV FACTORS INS m omom TO BE POSSIBLE REWDEV !_VIi!_ _-, - - - SPACING DERMAL USING FACTOR SHALL _,,jer BE UMS THAN WN44UO SPAC04 WDKAFoD - 3. I FOR TYPE ON THIS SCHE04U TOO - 3 ,jr . - - SEE IDA 20TOR ANCHORS FOR EDGE DISTANCE AM 09MATIED ON THIS _V_--.__—_F�—� -) —3 THAN FAR liar EACH ANCHOR - � /;-;-. _y40:203!211-6.S. W/ /I "I /a.. 3,/ WING OUT WASHER , ,;V," " " " - IS , I � � � I i . .... _"' IAPCON ANCHORS � Ile O,C- I - -V TARCON ;I , ORB � 04 _.-POURED CONCRIE'S � - PWREET CONCR;Tti/2' 0,C, _ OR CONCRETE BLOCK OR CONCRETE ROCK REQUIRED REQUIRED WALL 1,40115&TI-LATION S=ON 413 A I TION 0 REGULAR PANEL a UFE SAFETY PANEL SCALE 3/8*-I" SCALE 3/8--i- M.S. O.C. (BEYOND) INSTALLAIIQN DE -TAILS FOR OPTION #2 FOR LIEE 5AEEIY STORM PANEL SY5TEM . - INIQ EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4 6-v ox. 0 ITT O.C. � . , I I � POURED CONCRETE POURED CONCRETE �, -, � , OR CONCRETE Rock 1� , " , OR CONCRETE BLOCK 11 RaWKED ff 1 , . REQUIRED -C 1- ll I � - I - I I Eqfl , _ 11 I 1� D� I I ,ED . : 1 I , r � I 2 - I i 11 I � ; I I � I : , - 1_� a rt% , zme- , 1 ct � I%RIN 1 1 wen, In � �, _ . I - u, __ 3- � 11, , --- � I , � � w , 9 , * � Ls 9-"s Nx A e 1. -1 11 - - -I � , I I ; r O~ , i � � I i I I I � � � I : . i i I I I � E.B:- "I � : O C _. 11 I I _ I � " . I . cl�.1 : � I I � - "' 14fV* PASELMATE W/ __1;14 T0*0 PANEUMATt PLUS W/ . 1 ITITA JITS , r a a ,;T/3,2' WIND NOT WA$4CR ,� 0 - 3/ 2' W04G NUT WASHER 0 t, (MYOND)I - CRIFTE POURED CONRETE - -p-IOUITIED CON, OR CONCRETECBLOCK OR CONCRETE BLOCK REOU'RE) REQUIRED WALL MOUNTING - INSTALLATI N ft MOWING INUALLATION =TIQN SA MOON 5B I REGULAR PANEL 2 UEE M= PANEL SCALE 3/8--l- _'o%_,IIH"1�1!iIA,0_. SCALE .3/8*-I" ' TAPCON ANDICAS 1,'24- TAPCON ANCHORS - ID1 �1 i _WAAmTW. j vat 1 s EXIST?,�T1I i1 ��z ,. PLUS 3 O ja BMW &4cmm "We - � - 1/.,. SEE 11 OR "C"O"' TYPE A j��1 S 4 A 20 F PT144; FOR ;YAUATR,NE m wow - ""', FRAME BUIUMO, mt, Atom - O,Q � 3 mmm ANCHOR SPANIAOS no M"w" ------------ O, 0 a , i DMIANCE AM WWATED ON - -- ----I SCHEDULE FOR U A -, SCHEDULE REDUCE ANCHOR -1 MULTIPLY" SPACUIC. SHOW4 ON sc maii. En am owma Fm,w By THE FOLUNAND, FAMORS, FOR 11H - OMWIDN TO POSSIRK-1 AMAJOED -1 - - I 'qr - - _ _�__ SPACING OBTAINED USING FACTOR SnALL mul I I IC . BE LESS TIM W WWWJW SAG INDICATED - __ r io)--j- �.iii- FOR __ - 11-1 I I 1 -!,/2- IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� Am.. I G ASS 1111 WTALLATION DEIAILS EQR ge ION 42 FOR LIFE ISTING SAFEICOffM Y ST, PANEL SYSTEM INIO EXPOURE12 ONCRETE 08 CQNCR E BLOK SIRUCIURE5 - - %/4' 7APEOR ANCHORS_ 1,'�' TAPOON A14CHM 1 14' TAPCON ANC"M a 0. 01C. 0 9.. D.C. . . �6� .. QC I . - POURED CONCRETE 1, , POURED CONCRETE I I , POLMED CONCRETE OR CONCRCrE .1. OR CONCRETE � OR CONCRETE BLOCK REQUIRED I , ROCK REQUIRED I I � BLOCK REWRIED I -,-. I/,* M_ " Z'11 _1493t_ I . I � r , � I I- 0 E.&* "', i � - I i a � . : � S, r I I I L I CI � I ! %IT ; i z I � WI - IG) I I - - . t - i w-To ! � I- 'gap. - a . ! : (3 � ia It - ,st 1- 'in . I r � I - I � I I � 1.) I I L � I% , is L � I i 11 � I . I , ' ` ' LODE' I I �v , � 11 , I I �, I � L I ��'I'll ID U".;,-�,;.A b I I :,-,;. .. - � 'P 8 w, wNd , , I ---- j 6 I � ti� W/ va'A I.- g Xiw , -* i I I NkRMIAT. 1i � i I I !U!"J" , � I : I I _ : 4 : ;, i I - ; � , I I -1 - - - I � 11 I I- - --- _ - — / 20. 'SSMS - I . C 1 , I ' : A k ---- i - --i . ... ... I: I t7_-Ea;�i, k 47A 4,0 A 3/32* WING 14UT ASHER 0 12 I/v ox. 1 _T,/4' TAPOON ANCHORS 0 A 1/2. 0 C, (STAPOERED W/ STUD) I I-- TO."N&O"FOCK REOURED INSTALIATION I SCALE 3/8--i- 3 tL`\zo:,A"g,:% __JW4, TAPOON ANCHORS , 4 Ilr Qt, (STACCEM W/ STUD) I 1-1 -CURED CONCRETE OR GQ,C`WE BLOCK REOUIRCID SECTION 3A R€F,�ULAR PANEL SCALE - WPE A ANDIM TYK 1/4-1 I— - SPAgrA INSTALLATIONS WtO WOOD U"Co0I FRAME BUIURMC. - McHat SWUNO 0`4 . UJUXAM AWD40R SPACINIM MO MINIMUM — SCHEDLU MR ". UESS INDICATED ON IFIAM," �,W,�) -i SCHENA1 REDUCE ANCHOR SPAQUO 0 MULTIPLYING SPACING SHOWN ON SOMMULE Amumi. CA Mo Doom rxm BY THE FOUJDWUV FACTORS INS m omom TO BE POSSIBLE REWDEV !_VIi!_ _-, - - - SPACING DERMAL USING FACTOR SHALL _,,jer BE UMS THAN WN44UO SPAC04 WDKAFoD - 3. I FOR TYPE ON THIS SCHE04U TOO - 3 ,jr . - - SEE IDA 20TOR ANCHORS FOR EDGE DISTANCE AM 09MATIED ON THIS _V_--.__—_F�—� -) —3 THAN FAR liar EACH ANCHOR - � /;-;-. _y40:203!211-6.S. W/ /I "I /a.. 3,/ WING OUT WASHER , ,;V," " " " - IS , I � � � I i . .... _"' IAPCON ANCHORS � Ile O,C- I - -V TARCON ;I , ORB � 04 _.-POURED CONCRIE'S � - PWREET CONCR;Tti/2' 0,C, _ OR CONCRETE BLOCK OR CONCRETE ROCK REQUIRED REQUIRED WALL 1,40115&TI-LATION S=ON 413 A I TION 0 REGULAR PANEL a UFE SAFETY PANEL SCALE 3/8*-I" SCALE 3/8--i- M.S. O.C. (BEYOND) INSTALLAIIQN DE -TAILS FOR OPTION #2 FOR LIEE 5AEEIY STORM PANEL SY5TEM . - INIQ EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4 6-v ox. 0 ITT O.C. � . , I I � POURED CONCRETE POURED CONCRETE �, -, � , OR CONCRETE Rock 1� , " , OR CONCRETE BLOCK 11 RaWKED ff 1 , . REQUIRED -C 1- ll I � - I - I I Eqfl , _ 11 I 1� D� I I ,ED . : 1 I , r � I 2 - I i 11 I � ; I I � I : , - 1_� a rt% , zme- , 1 ct � I%RIN 1 1 wen, In � �, _ . I - u, __ 3- � 11, , --- � I , � � w , 9 , * � Ls 9-"s Nx A e 1. -1 11 - - -I � , I I ; r O~ , i � � I i I I I � � � I : . i i I I I � E.B:- "I � : O C _. 11 I I _ I � " . I . cl�.1 : � I I � - "' 14fV* PASELMATE W/ __1;14 T0*0 PANEUMATt PLUS W/ . 1 ITITA JITS , r a a ,;T/3,2' WIND NOT WA$4CR ,� 0 - 3/ 2' W04G NUT WASHER 0 t, (MYOND)I - CRIFTE POURED CONRETE - -p-IOUITIED CON, OR CONCRETECBLOCK OR CONCRETE BLOCK REOU'RE) REQUIRED WALL MOUNTING - INSTALLATI N ft MOWING INUALLATION =TIQN SA MOON 5B I REGULAR PANEL 2 UEE M= PANEL SCALE 3/8--l- _'o%_,IIH"1�1!iIA,0_. SCALE .3/8*-I" ' TAPCON ANDICAS 1,'24- TAPCON ANCHORS - ID1 �1 i _WAAmTW. j vat 1 s EXIST?,�T1I i1 ��z ,. PLUS 3 O ja BMW &4cmm "We - � - 1/.,. SEE 11 OR "C"O"' TYPE A j��1 S 4 A 20 F PT144; FOR ;YAUATR,NE m wow - ""', FRAME BUIUMO, mt, Atom - O,Q � 3 mmm ANCHOR SPANIAOS no M"w" ------------ O, 0 a , i DMIANCE AM WWATED ON - -- ----I SCHEDULE FOR U A -, SCHEDULE REDUCE ANCHOR -1 MULTIPLY" SPACUIC. SHOW4 ON sc maii. En am owma Fm,w By THE FOLUNAND, FAMORS, FOR 11H - OMWIDN TO POSSIRK-1 AMAJOED -1 - - I 'qr - - _ _�__ SPACING OBTAINED USING FACTOR SnALL mul I I IC . BE LESS TIM W WWWJW SAG INDICATED - __ r io)--j- �.iii- FOR __ - 11-1 I I 1 -!,/2- IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� ' ` ' LODE' I I �v , � 11 , I I �, I � L I ��'I'll ID U".;,-�,;.A b I I :,-,;. .. - � 'P 8 w, wNd , , I ---- j 6 I � ti� W/ va'A I.- g Xiw , -* i I I NkRMIAT. 1i � i I I !U!"J" , � I : I I _ : 4 : ;, i I - ; � , I I -1 - - - I � 11 I I- - --- _ - — / 20. 'SSMS - I . C 1 , I ' : A k ---- i - --i . ... ... I: I t7_-Ea;�i, k 47A 4,0 A 3/32* WING 14UT ASHER 0 12 I/v ox. 1 _T,/4' TAPOON ANCHORS 0 A 1/2. 0 C, (STAPOERED W/ STUD) I I-- TO."N&O"FOCK REOURED INSTALIATION I SCALE 3/8--i- 3 tL`\zo:,A"g,:% __JW4, TAPOON ANCHORS , 4 Ilr Qt, (STACCEM W/ STUD) I 1-1 -CURED CONCRETE OR GQ,C`WE BLOCK REOUIRCID SECTION 3A R€F,�ULAR PANEL SCALE - WPE A ANDIM TYK 1/4-1 I— - SPAgrA INSTALLATIONS WtO WOOD U"Co0I FRAME BUIURMC. - McHat SWUNO 0`4 . UJUXAM AWD40R SPACINIM MO MINIMUM — SCHEDLU MR ". UESS INDICATED ON IFIAM," �,W,�) -i SCHENA1 REDUCE ANCHOR SPAQUO 0 MULTIPLYING SPACING SHOWN ON SOMMULE Amumi. CA Mo Doom rxm BY THE FOUJDWUV FACTORS INS m omom TO BE POSSIBLE REWDEV !_VIi!_ _-, - - - SPACING DERMAL USING FACTOR SHALL _,,jer BE UMS THAN WN44UO SPAC04 WDKAFoD - 3. I FOR TYPE ON THIS SCHE04U TOO - 3 ,jr . - - SEE IDA 20TOR ANCHORS FOR EDGE DISTANCE AM 09MATIED ON THIS _V_--.__—_F�—� -) —3 THAN FAR liar EACH ANCHOR - � /;-;-. _y40:203!211-6.S. W/ /I "I /a.. 3,/ WING OUT WASHER , ,;V," " " " - IS , I � � � I i . .... _"' IAPCON ANCHORS � Ile O,C- I - -V TARCON ;I , ORB � 04 _.-POURED CONCRIE'S � - PWREET CONCR;Tti/2' 0,C, _ OR CONCRETE BLOCK OR CONCRETE ROCK REQUIRED REQUIRED WALL 1,40115&TI-LATION S=ON 413 A I TION 0 REGULAR PANEL a UFE SAFETY PANEL SCALE 3/8*-I" SCALE 3/8--i- M.S. O.C. (BEYOND) INSTALLAIIQN DE -TAILS FOR OPTION #2 FOR LIEE 5AEEIY STORM PANEL SY5TEM . - INIQ EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4 6-v ox. 0 ITT O.C. � . , I I � POURED CONCRETE POURED CONCRETE �, -, � , OR CONCRETE Rock 1� , " , OR CONCRETE BLOCK 11 RaWKED ff 1 , . REQUIRED -C 1- ll I � - I - I I Eqfl , _ 11 I 1� D� I I ,ED . : 1 I , r � I 2 - I i 11 I � ; I I � I : , - 1_� a rt% , zme- , 1 ct � I%RIN 1 1 wen, In � �, _ . I - u, __ 3- � 11, , --- � I , � � w , 9 , * � Ls 9-"s Nx A e 1. -1 11 - - -I � , I I ; r O~ , i � � I i I I I � � � I : . i i I I I � E.B:- "I � : O C _. 11 I I _ I � " . I . cl�.1 : � I I � - "' 14fV* PASELMATE W/ __1;14 T0*0 PANEUMATt PLUS W/ . 1 ITITA JITS , r a a ,;T/3,2' WIND NOT WA$4CR ,� 0 - 3/ 2' W04G NUT WASHER 0 t, (MYOND)I - CRIFTE POURED CONRETE - -p-IOUITIED CON, OR CONCRETECBLOCK OR CONCRETE BLOCK REOU'RE) REQUIRED WALL MOUNTING - INSTALLATI N ft MOWING INUALLATION =TIQN SA MOON 5B I REGULAR PANEL 2 UEE M= PANEL SCALE 3/8--l- _'o%_,IIH"1�1!iIA,0_. SCALE .3/8*-I" ' TAPCON ANDICAS 1,'24- TAPCON ANCHORS - ID1 �1 i _WAAmTW. j vat 1 s EXIST?,�T1I i1 ��z ,. PLUS 3 O ja BMW &4cmm "We - � - 1/.,. SEE 11 OR "C"O"' TYPE A j��1 S 4 A 20 F PT144; FOR ;YAUATR,NE m wow - ""', FRAME BUIUMO, mt, Atom - O,Q � 3 mmm ANCHOR SPANIAOS no M"w" ------------ O, 0 a , i DMIANCE AM WWATED ON - -- ----I SCHEDULE FOR U A -, SCHEDULE REDUCE ANCHOR -1 MULTIPLY" SPACUIC. SHOW4 ON sc maii. En am owma Fm,w By THE FOLUNAND, FAMORS, FOR 11H - OMWIDN TO POSSIRK-1 AMAJOED -1 - - I 'qr - - _ _�__ SPACING OBTAINED USING FACTOR SnALL mul I I IC . BE LESS TIM W WWWJW SAG INDICATED - __ r io)--j- �.iii- FOR __ - 11-1 I I 1 -!,/2- IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� I ' : A k ---- i - --i . ... ... I: I t7_-Ea;�i, k 47A 4,0 A 3/32* WING 14UT ASHER 0 12 I/v ox. 1 _T,/4' TAPOON ANCHORS 0 A 1/2. 0 C, (STAPOERED W/ STUD) I I-- TO."N&O"FOCK REOURED INSTALIATION I SCALE 3/8--i- 3 tL`\zo:,A"g,:% __JW4, TAPOON ANCHORS , 4 Ilr Qt, (STACCEM W/ STUD) I 1-1 -CURED CONCRETE OR GQ,C`WE BLOCK REOUIRCID SECTION 3A R€F,�ULAR PANEL SCALE - WPE A ANDIM TYK 1/4-1 I— - SPAgrA INSTALLATIONS WtO WOOD U"Co0I FRAME BUIURMC. - McHat SWUNO 0`4 . UJUXAM AWD40R SPACINIM MO MINIMUM — SCHEDLU MR ". UESS INDICATED ON IFIAM," �,W,�) -i SCHENA1 REDUCE ANCHOR SPAQUO 0 MULTIPLYING SPACING SHOWN ON SOMMULE Amumi. CA Mo Doom rxm BY THE FOUJDWUV FACTORS INS m omom TO BE POSSIBLE REWDEV !_VIi!_ _-, - - - SPACING DERMAL USING FACTOR SHALL _,,jer BE UMS THAN WN44UO SPAC04 WDKAFoD - 3. I FOR TYPE ON THIS SCHE04U TOO - 3 ,jr . - - SEE IDA 20TOR ANCHORS FOR EDGE DISTANCE AM 09MATIED ON THIS _V_--.__—_F�—� -) —3 THAN FAR liar EACH ANCHOR - � /;-;-. _y40:203!211-6.S. W/ /I "I /a.. 3,/ WING OUT WASHER , ,;V," " " " - IS , I � � � I i . .... _"' IAPCON ANCHORS � Ile O,C- I - -V TARCON ;I , ORB � 04 _.-POURED CONCRIE'S � - PWREET CONCR;Tti/2' 0,C, _ OR CONCRETE BLOCK OR CONCRETE ROCK REQUIRED REQUIRED WALL 1,40115&TI-LATION S=ON 413 A I TION 0 REGULAR PANEL a UFE SAFETY PANEL SCALE 3/8*-I" SCALE 3/8--i- M.S. O.C. (BEYOND) INSTALLAIIQN DE -TAILS FOR OPTION #2 FOR LIEE 5AEEIY STORM PANEL SY5TEM . - INIQ EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4 6-v ox. 0 ITT O.C. � . , I I � POURED CONCRETE POURED CONCRETE �, -, � , OR CONCRETE Rock 1� , " , OR CONCRETE BLOCK 11 RaWKED ff 1 , . REQUIRED -C 1- ll I � - I - I I Eqfl , _ 11 I 1� D� I I ,ED . : 1 I , r � I 2 - I i 11 I � ; I I � I : , - 1_� a rt% , zme- , 1 ct � I%RIN 1 1 wen, In � �, _ . I - u, __ 3- � 11, , --- � I , � � w , 9 , * � Ls 9-"s Nx A e 1. -1 11 - - -I � , I I ; r O~ , i � � I i I I I � � � I : . i i I I I � E.B:- "I � : O C _. 11 I I _ I � " . I . cl�.1 : � I I � - "' 14fV* PASELMATE W/ __1;14 T0*0 PANEUMATt PLUS W/ . 1 ITITA JITS , r a a ,;T/3,2' WIND NOT WA$4CR ,� 0 - 3/ 2' W04G NUT WASHER 0 t, (MYOND)I - CRIFTE POURED CONRETE - -p-IOUITIED CON, OR CONCRETECBLOCK OR CONCRETE BLOCK REOU'RE) REQUIRED WALL MOUNTING - INSTALLATI N ft MOWING INUALLATION =TIQN SA MOON 5B I REGULAR PANEL 2 UEE M= PANEL SCALE 3/8--l- _'o%_,IIH"1�1!iIA,0_. SCALE .3/8*-I" ' TAPCON ANDICAS 1,'24- TAPCON ANCHORS - ID1 �1 i _WAAmTW. j vat 1 s EXIST?,�T1I i1 ��z ,. PLUS 3 O ja BMW &4cmm "We - � - 1/.,. SEE 11 OR "C"O"' TYPE A j��1 S 4 A 20 F PT144; FOR ;YAUATR,NE m wow - ""', FRAME BUIUMO, mt, Atom - O,Q � 3 mmm ANCHOR SPANIAOS no M"w" ------------ O, 0 a , i DMIANCE AM WWATED ON - -- ----I SCHEDULE FOR U A -, SCHEDULE REDUCE ANCHOR -1 MULTIPLY" SPACUIC. SHOW4 ON sc maii. En am owma Fm,w By THE FOLUNAND, FAMORS, FOR 11H - OMWIDN TO POSSIRK-1 AMAJOED -1 - - I 'qr - - _ _�__ SPACING OBTAINED USING FACTOR SnALL mul I I IC . BE LESS TIM W WWWJW SAG INDICATED - __ r io)--j- �.iii- FOR __ - 11-1 I I 1 -!,/2- IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� M.S. O.C. (BEYOND) INSTALLAIIQN DE -TAILS FOR OPTION #2 FOR LIEE 5AEEIY STORM PANEL SY5TEM . - INIQ EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4 6-v ox. 0 ITT O.C. � . , I I � POURED CONCRETE POURED CONCRETE �, -, � , OR CONCRETE Rock 1� , " , OR CONCRETE BLOCK 11 RaWKED ff 1 , . REQUIRED -C 1- ll I � - I - I I Eqfl , _ 11 I 1� D� I I ,ED . : 1 I , r � I 2 - I i 11 I � ; I I � I : , - 1_� a rt% , zme- , 1 ct � I%RIN 1 1 wen, In � �, _ . I - u, __ 3- � 11, , --- � I , � � w , 9 , * � Ls 9-"s Nx A e 1. -1 11 - - -I � , I I ; r O~ , i � � I i I I I � � � I : . i i I I I � E.B:- "I � : O C _. 11 I I _ I � " . I . cl�.1 : � I I � - "' 14fV* PASELMATE W/ __1;14 T0*0 PANEUMATt PLUS W/ . 1 ITITA JITS , r a a ,;T/3,2' WIND NOT WA$4CR ,� 0 - 3/ 2' W04G NUT WASHER 0 t, (MYOND)I - CRIFTE POURED CONRETE - -p-IOUITIED CON, OR CONCRETECBLOCK OR CONCRETE BLOCK REOU'RE) REQUIRED WALL MOUNTING - INSTALLATI N ft MOWING INUALLATION =TIQN SA MOON 5B I REGULAR PANEL 2 UEE M= PANEL SCALE 3/8--l- _'o%_,IIH"1�1!iIA,0_. SCALE .3/8*-I" ' TAPCON ANDICAS 1,'24- TAPCON ANCHORS - ID1 �1 i _WAAmTW. j vat 1 s EXIST?,�T1I i1 ��z ,. PLUS 3 O ja BMW &4cmm "We - � - 1/.,. SEE 11 OR "C"O"' TYPE A j��1 S 4 A 20 F PT144; FOR ;YAUATR,NE m wow - ""', FRAME BUIUMO, mt, Atom - O,Q � 3 mmm ANCHOR SPANIAOS no M"w" ------------ O, 0 a , i DMIANCE AM WWATED ON - -- ----I SCHEDULE FOR U A -, SCHEDULE REDUCE ANCHOR -1 MULTIPLY" SPACUIC. SHOW4 ON sc maii. En am owma Fm,w By THE FOLUNAND, FAMORS, FOR 11H - OMWIDN TO POSSIRK-1 AMAJOED -1 - - I 'qr - - _ _�__ SPACING OBTAINED USING FACTOR SnALL mul I I IC . BE LESS TIM W WWWJW SAG INDICATED - __ r io)--j- �.iii- FOR __ - 11-1 I I 1 -!,/2- IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� ' TAPCON ANDICAS 1,'24- TAPCON ANCHORS - ID1 �1 i _WAAmTW. j vat 1 s EXIST?,�T1I i1 ��z ,. PLUS 3 O ja BMW &4cmm "We - � - 1/.,. SEE 11 OR "C"O"' TYPE A j��1 S 4 A 20 F PT144; FOR ;YAUATR,NE m wow - ""', FRAME BUIUMO, mt, Atom - O,Q � 3 mmm ANCHOR SPANIAOS no M"w" ------------ O, 0 a , i DMIANCE AM WWATED ON - -- ----I SCHEDULE FOR U A -, SCHEDULE REDUCE ANCHOR -1 MULTIPLY" SPACUIC. SHOW4 ON sc maii. En am owma Fm,w By THE FOLUNAND, FAMORS, FOR 11H - OMWIDN TO POSSIRK-1 AMAJOED -1 - - I 'qr - - _ _�__ SPACING OBTAINED USING FACTOR SnALL mul I I IC . BE LESS TIM W WWWJW SAG INDICATED - __ r io)--j- �.iii- FOR __ - 11-1 I I 1 -!,/2- IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� IA ` EDGE sESES TIM 04:lm OR =7 i O-IA to- (h) 3 a "aPAiAfTG BY HElautE 9 RE EACH ANCHOR, TYPE ON T4,!1 50"I1E Hurricane _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� _41` (1) Q) c- C/) _0 > r— 0 (1) 0 _IZZ; =3 L_ L- _0 L_ 0 = -2 3: CU 0 4- ,,- CU CIO 0 > " 0- . Cn .,0 CU CD— = Cu _#__p � 0 Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� Q Z Z W J I INSTALLATION DETAILS FOR OHION #2 FOR 10 5AFETY STORM PANEL MIEM 1051ALLATION DETAILS FOR Q?_T19N #2 FQR LIFE SAFETY STORM PA 22MIAL VAIM E-7 HM =M PANEL M=M 11 INIO EXISTING 5—TRUKTIURES 11-1-1- I IT— __ INT9 EXISTING WOOD STRUCTURES_--�' �, I I E-2 VANG MRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.DL) RAS SEEN ISAWFU PER COMPLIANCE IN a I) MINTMUM EMBEDMENT OF TAPCONI ANCHORS AND PANELMATE FrMq,E It) & PANELMATE PLUS IN70 CONCRETE I �L % 71 1 , g ACCORDANCE WITH FLORIDA BUILDING CODE. 13LOCK SHALL BE I I/'- . ___ -, - � T . - - � , , I � 1. I L I - - 'T� -- , . L�t h�li I , " I I I I . 11 , :-, , "I- r--111, - .... �_ , -- , I _____..!� I I I , -V; 1 �� I � : I L It I � lL, I - - ill 1 - lt�_--47�, " 11. 11 , " i�l ".SIGN WIND LOADS SHALL BE DETERMINED AS PER SMION 1620OF THE ABOVE MIETTNOWD CQEAL L2) MINIMUM EMBEIGIVIENT OF 1/4*0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. I - .. -, , . L �11 , 1, 11 - I I L,_ , ,,, ' " � ' , ,,, - , < , - I 0 - 11 I ' 4 - � �, , , I , FOR A WIND SPEED AS REQUIRED BY EMBEDMENT INTO ANY 'FINISH MATERIAL SHALL BE PERMITTED� CS1120 00 -, L I � I I I .1 I - , �`, - - L 1W DRHERQ` " ,�_ DESIGN PRMURE INOICATIELD ON SHIMS 25 A ZIL - I - I J�� I , I -1 �',,,, .1 E�l I I -1 �� I 11 � , 42.104111"' - %'_ ;z".01XIDIR " L L - kl ��' REOW ED - 1�, �" - FOR A ORRECTICINALITY FACTOR "O,ES. Tjs*0 ASGE 1-16 AND SHAU NOT EXCEED 714E MAXIMUM (A,S.D.) 1/4' 0-20 SS SIDEWALTY BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY fVTSIH MATERIAL EXIST) TO C%j - " _ 0 " r i� , -mlifr- 1'1'� , -�: I i , I � ' "GAGE Z/4� IWO ANCHORS, , , _ I , ,� fl, - �t I, t� , I/ ---L---_T_-_n 4,,, 11 I 1 - " � 1 1/4-0 TARCON 0 6- ox. I TAPOON I - TAP , , , I 1/.*. TARCON a 4' OC' ,� _____ � 4 . 4*- TAPCON 0 6" Oc. �-1/4'11) TAPCON 0 O' 11�, �, I - C= I= ' k __� L ,L I ,/, I I I � [�j ,. .114. THREADED "; I! i , W,"2' MIN, THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN DETERMINED PER ASUE 7 AS -A C ,,, I � � - - - , ,- - 12' To . THREADED I I I ; ION AT Wow � , L, C1.3 . - _ _ _ �Q" Mjl� a Qo'ED L ,,- I I 1 1� � � I_f . , � 2 4 12 ED , ', - W 1 1/2 MIN. , T1 .11:3 ! - EFRAnDAI I ZOU I N::�kTj , I ,_ PE"nGN THREADED -, I PANELS BE FOUND ON THE EXISTING WALL- - I , ll� L , .1 I , 1 AT WOOD III, i� � "I", PENETRATION NJ WOOD L' � � i � w "= I I L I HEADER HEADER :-", I , xl . I . HEADER - L I L , 1:1 I � '� " I r r . I , - I HEADER L Ill' I ,� : � " , �1, I I � 11 I r p 1I SHALL BE AS MENTIONED IN 8,I) AND NI 9.2) C" =.- W I L , " 1, I I sm*dR I - TJ/1'. ;N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THUS RE.D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE CD I -0E , , R11- 1, .= = 11 I I/,. I I - L BEEN = C_ = L I F t, I . mas� . - 11 , tnts , 1/4* 1/2* I I/.- I I 'I . i 4,F, DETERMINED IN ACCORDANCE WITH N,OS_ 20IS, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S SBE�ills!lit' �_ , .154m /A' , I : , , L L .. I I _, L - I " , , , T . 4m. . . I "_ I U.9.7 I I k , Me-, - I F . . I . I L; " L L - 4-tim 1 I r I � i. " j, , I _ -------I I L -_ i 'j Cn * , I -,z , I � I / ' '-'L I I r t 2 I . 1 = cc cc :p< 1. I : I L r I I i I � � p I I I WOW - WOOD HEADER ' LI I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ItAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. .s STRUCTURE WHERE SHUTTER =3 a LA_ C-4 REWRED � _ - - , ; ...; I __�j �`� ,I : ; I , i __ � L4 I I I : TAS-202 AND TAS-203. IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE -, Ill. 71'alt , _--t-J, (2 I _N_4� . 1 --;:�7 a TO CONCRETE, BLOCK 0� I . . Com.. : k2NI, 1. ! CONT. . i, 1, I , I I-- , t__ r, It-- I I .I-.. . - if L_ I �, , CONT ESSOir 14E OPENING OM OR WOOD FRAME BUILDINGS .!2 cc c= — ri;;:i I i I , ! . I' I 1, I I- �' 11 , �, qF=:iii 7, I Z T141S SYSTEM fA I : [ a - �� "I'll ; 1, Li , .1-1�. 1 L-1 INSTALLATION 15 INTENDED TO BE P-MPORMITID ca - Q: G , i � . 0t, � a : , I it-IL-� ; 12, THE INSTALLATION CONTRACTOR IS TO ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS -4 � d I I Exisinmu 1 - ""'U"RIN I I I I i G I I ; - 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/R"N INTRUSION CAULK AND SEAL SFM-..P TRACKS ALI AROUND FULL -cc .= C . I I l : - _ARMOU -1, SUARNPm I 2 - ,p v - " 'C"'I'VU, : IGHEOULE - I - I =_ = i L - CLASS - . , I, =L.,iG-,'_ - I . 3. SERIES 1000 INSTAI-LATION IS APPLICARE SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED IQ BE 3: i PANEL LENGTH I . SJaFT Is) I . I PANE1, �� I OID, T, BIa %C"Mku I I PERFORMED FROM THE INSIDE Of = � l , 1, V I V, - Is) i I EXSTm 13 STOW PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS CRANING PLUS ANY BUILONO ICIMNO � (SEE Nag I BELOW) : I I "I* M_ I , 1 OI, SPEET HE) .E I ,- LENGTH NEIIJIMA, i (SEE NOTE I BELOW) i I ; ,� PANEL LENGTH � , I GLASS ; 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To F_ ;� = EXISTING , - _T I I I exisiva; I B,- tn� SU'ARTAIM I 'L, m- __� I 1, M 4, SERIES 2000 INSTAULAIM IS APPLICABLE TO 131 I= - 'ex " MEN -1 Te oi� .. 4 � ; GLASS _ Imp,= , : . 11 _ __ r', (SEC NOTE I BELOW) -i TV am i - "I - ." (SEE wr I BELOW) TO 4.0 - . ., __1 CLASS --- ,_ - - INSTALLATION IS REQUIRED TO IF PERFORMED FROM THE INSIDE OF S71RUCTORE 14 ATRIUM WINDOWS AND DOORS, INC I,5Ea" IS PARENT PENDING - - - CLASS f-Ca, ,,C11 - - I __ I SPIEDULT - ; PANEL LENGTH - __ -- LENGTH ._- tp � dk S`Tal nu � � 1/4-.-2( , A am � 16) i 'Y'..-20.1. i -_ - i - - oIi SPW ,b) (SEE NOTE I BELOW) 1/4*0-20. 11 , - , I BELOW) ir 0, i- I SIS. MS14"i; I -�, _', - iI -- - " , EX �n� -� � E I � SS. U.S. A , : -, , , : !I- ENG _ER GENE D DOES NOT P TOE 0 1 4 1 ME I$ RIC AN ROV � A M-S .wl�- - -, � - __� GIF . LIT ,w i I , MNG NUT l, � L_ I ; 48�.,Ur 3/32, 1 1� I ; I INFORMATION OR A SITE SPECIFIC PPCUFCF i.e. WHERE THE SITE CONDITIONS DEVIVITE FROM THE P�F_D , " I . .1 .1- I "I � a. - = - ... THE SLILECTION. PURCHASE ANO INSTALLATION INCLUDING LIFE SAFETY OF A! ... - 11 " '. AI I :-,� : �t � - :4 ,-- � 4L -- ,-,i_ - , f . *7`411,0A I __ , 6. ALL ALUMINUM SHEET METAL 05111 At CLOSURES SHALL HAVE ,3105-HI4 ALLOY, z m �', ; - " I - : - , -- , I - - - f-111- I :1 � - - , - __ ... , ... � q I 1 1 t � I C ?. ALL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASTM A-03 = I � ; - - 1 �e`(,f YRON1)qVL._ � I : 4 I I � f 1 USLAOiL 50 Min,, VN.VANIZED STEEL THIS PRODUCT BASED ON THIS RLO PRCMDEO HE/'.HC DOES NOT DEVIATE. FROM THTE CONDITIONS DETAILED ON , 1 75, A= a OC E i i /I I I I DESIGNATION W/Fy- SILS RAI WTER ROLLED), � � I � I I I I 1 40 i . I t 1111-- - � ; � 1 � 1 i i � I I = r= � - -1�_,_ I r�', I � I PCNETRATION AT !-,,�7'1 I - I 5, ALL SCREWS TO HE STAINLESS STEEL 304 OR 34C- AISI SERIES UP CORROSION RESISTANT COATED CARSTON STEEL AS PER DtN (I,,) THIS PRODUCT -NALUATION DOCUMENT WU BE f,'.ONSIVERED INVAUD IF MODIFIED, I , 4 ; � "" '" 0041", � _1 I 1 � I � I MIDWIM OF PLAI ; , :-- ';%__,_,__. - ,.T, p � 4 I I I , i �-1 2411.3.14 r I ; � � I I : I � j m- �Ij I . : I A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11� I I � Lt. � I ! ; � I � . I It- I I r co 'i I i I '- 0 I;- , � - , ; � - 4. Win TO BE ASTM A-301 GALVANINZED STEt-- OR AISI 304 SERIES STAINLESS STEEL. WITH 36 k., MINIMUM YIELD M-1 ME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE ,-OR THE PROPER 8 : ENGINEER, SHALL . - - - q ; I - I - - G/ p�jjjj1---,1, a = =� � I ! CPI . 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW I -7 i I, -1 I to - I 7 ,-, —t-r-7-1—, I j (A) X_L1M(K,_MU8M_QQNCR&TLE. E6. - � [ I - - I l_ i I ; (a) THIS PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL Of - I I . �* cc RECORD THAT PREPARED T , I I . . . - " - I _-, I I I �11 4*0 TAPCON ANCHORS AS MMUTVC7hJRFD ITW WUDEX. INC, (MIN. f'-3192 i,_i,,,) Q 20. . , � - EID , -- [ , I E0 I �� 6. �/ . I , I - -_ LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCA40N AT STORM PANEL IN 11 ; Ag cow. I ,1 i ,,-.- - I I t, : i � , r 7/8 i,;i2' ' 1 - 1�/ 1, jj� _A/4 �/O', . 3/32- WING NUT �T � WING - I - - - ..3/32' WING NUT r ,�, -- .. ATE FEMALE 10 & PAWILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMIC71ION PiEDDUCTS. I I 1/11. , 3/32 1 - I, WASHER a 12 1/2- WITH SECTIOUI 1709.9.3 OF FLORIDA BUILDING CODE. ONE I -Aga S-iALL BE PLACED FOR EVERY OPENING I i WASHER 0 12 /2. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COM , . I' I � NUT WASHER (BEYOND) I � I �. __ , I L I - 1: 1,*4'0 APOON 0 5' QC � a ET I AA) MINIMUM M - (STAGGE��p W/ STUD) - t , I ; I . � V; 7/ '# . 3/32' WOAT NUT � 7/810 X 3/m, WING NUT JE MOMENT OF TAPCON ANCHORS POURED CONCRETE SHALL BE 1 3/4- AND 2- FOP, PANCUMTE , ; L , - I / STUD) I &,vWnT 'IA-DWOTH ,11 , 2'.4' WOOL' FWT ,�'_' - ,1- 8 2*X4' WOW P�TE .� I 11 FEMALE 0 & PANIELMATE PLUS. I THREADED . _ I I I 11 MIN OF PLATE _ - , _1 _. I RE064RED 1�! - WASHER 9 (BEYOND) .,-LIJ "" " I I I/W AT - I I , REQUIRED IN AT UID"eurn ;" MOMOTH I . I I I - Of PLATE . L OF PLATE 1-11 _jgI WOW PLATE _2't,4' WOW PLATEill A2) MINIMUM EMBEDMENT OF 114*# X 7/8' -M ANCHORS SHALL BE IS 7/V INTO CONCRETE NO EMBEDMENT INTO - - - . 4 ,. - RED ' RITCUIRED 114-10 PANIELMAIT PLUS 1�: i itt-10 PMELMATE PWS I I _�', WOW PLATE � -- __ - . '� 1 - __ - ---. 'L u RED I - . i(w WOOD PLATE I il - I a 6 1/4" ox W/1 7/9. , 1 MATERIAL SK-4-1 BE PERMITTED, CiJI 0 6 TIH/R4Zk�ED. WIT 7 9 , ; 114' II-20 SS SIDEWALK WITS USED SK44 BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL, MIS-,) TO rNUACE 5/4 . RED W" 60 WALL MO W&L"Is! JAIN , PENETRATION I I I I I M$N 'AHOMNIMM, AT Miowlm OF PLAI _ I ! � AT MiDWIDTH OF PLATE � INTO ANCHORS, E � I t L , IbMA I ATION � NA= 28w 1 t ... i J, WALL MOUNTINQ , - � , _11' - r -lt, I WALL MQUNTING INSTALLATION Al _ F _� I � i ALTERNATIVE SAW AIJERNAM §ft SCALE 3/8--l- - - '00*5k A, T/ — zz�4, A-3) IN GAS THAT PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON HE EXISTING WAI't OR '40 , j *. " ... , ;T, . , 0 HEWLAR PANEL LJFE SAFETY PANEL "ON111114%, SCALE 3/8'.1' WALL MOV01,10 INSTALLATION "010"414JAN, LL N AUAM FILOOR,CANC"CIRS ANCHORAGE SHALL t .1� -`vkr-Ef's,`-- ,0, SCALE �5/6'.I" SCALE 3/8' I" 0 41 '4� lE) To of AS MVNTINVD IN kt) AND IN .A.2), #t,; N. fu/)�% 0 LAR PANEL �^,O�,n".,.`, ,,?� No. 441 6'7 - S wml - Ik I . 's - . ...... 4 SCALE 3/8'-1, ,� - - U991SQ.&PNCHM-MA�� I m � ��,--N)g,EN . ---�im "' `e SCALE 318��l = * t . .: , se 1. FLORIDA q�. VajocAy NET , , 71 - / 1r - I - 1- I, 11 `e I i - i I I - 1 I ,L__�"`, , i i u h,,,, , ,,� -(" , LGill �,__ 11 � � � h�,, I I I . 11, �4 'I � .. " 7V_n7---__ It I I n1 h I IT -4 I . _L__17� � 1 - IT ; I . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY BUILDU, INC -1 I z ty NET cons 2ons) � I 141� I . I NETTALLATICYL ARE ONLY FOR BUILDINGS WON AS.D. DESIGN LOADS 1�1-1 � F I LORtDA BUILDING CODE (HIgh Velocity HBr one Zone) UP TO +55.L -72C PSF AND AANWS UP TO 6'-e' z : NO. A I .24" TIMM oel 4 , . - - -_ I I- %. I I - r P, - . . -. * I .2m MVVOD� M. FP oT hQua* 20 GAGE GALVANIZED STEEL STORM PANEL . NO 44167 . -__ ITO - �/ ' 0 X 7/8� CALK -IN ANCHORS, AS MWUFFtvCTURCD BY DEWALT INC (I"M-1300 . - ITITURN 1. INSTALLATIONS ARE ONLY FOR BUILDINGS WITH &&D. DESAIN LOADS z . - 0 - , 011keni BY 2 FOR NEW WOW FRAME CONSTRUMEJ,L WOW MEMBERS -to BE SOUTHERN B : . z _ = . * ,-- i- -� �, - , URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PANEL PIINE NO, 2 UP TO 6'--H* � Tir ". 4 �11_- . 1 01/2./mit PRODUCTS (V2071 P.-,, �` __ - - \ GLOBAL * \ GLOBAL PROTECTION PRODUCTS. LLC. "`O'� I "LE %. W IN ,� � - C 0 I /� I %i , , - - - - M/"/"- � , ,*_ '_ _� - .1 .. Cim. 11 � _ %,�' - - - - / _� - 13"I'l PIKE WO. 2, W/ SPECIFIC DENSITY OF USS OR EDUAL -THIRN _V�0,`- wla%r, - \ C."L rL. Swn, I 111LIECO... -.w S.; B, S"WV O'... ft -, - I - C . \ 2- FOR Wtv WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO U SOU 1111LAILT . 0 ... MIOD &W. 61 STREET '12�c / � S'.. 51 SRIEST Z1;1 NORMIDEARTO COMPANY FL 3MI4 " - _,",", I W. 1: - ___�� I.". ft� ")IMi FAIL BISI)MI"ItTY 20-176 1 z Tm.U, --* 2=k "acorm"T NAVIE, n- I,nI3,.C.K.T_.,., 1 ki, mme-5. . I - - - to PHONE, (WIATIRM-751A FAX 20-1 76 - -_ I T`PA -1.1 NIN- - I-) -,-I-- __�_,_ - --� _- . Peo - ORPonto � ... G'7, ORIPWIXI - % _ _ _ .. _ "_�_ To. 0;tH)w-rAT 20-176 -�, .; 1 7, r A- I- - , (UN) N, M. " rk-Oow" M - - - i - in, , L I ",*0 Hit WALTER I TULIT 0 - P.E_ BALJS.0144�0"IL I I - Ili &LIMA CA-00ev 9 I �.E � _�.�� Iiol* SFA1/SqWA`U`W/oATE nave k -1 Nm 1z, P. i - t RAO&A. TLUI I., PC _�_ - I F - A 67 zoonisor:mIj I , Ps � SKM 21 OF 20 1 --- --- i_"I 67- - '67 . - NOTES: WOAD THE 202D (70 EDITION) OF THE �,_,. . , 9 • � " I _1 !�: I ; THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLS AM Na RATINGS O.C. WIND LARDS ,; ow VAILL BE 4`11M REDUCED TO ASA). DES" WIND LITAUSSY MULTIPLYING THEM BY 0.6 IN ORDER TO 5.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE .i .:� HEADER I HEADER TO COMPARE THESE W/ MM. (A3,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 4 26, ANCHORS SHALL K LONG ENOUGH -TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE , f2. I - 4, , - I N ALLOWAIRLE STRESS FOR WINE) LOADS WAS NOT USED IN THEIR ANALYST, FASTENERS SPACING To WOOD mS O. ?'� . . 11 n- t ,.i 11 , � Mh,. I I I � W. I I REQUIRED � -- - j THE ABOVE MENTIONED CODE AS PEP I'ERESTRAFICIN TESTING LABORATORY, INC. REPORT it 2032. AS PROTOCOLS TAS-201. IT It SHALL BE THE RESPONSTFILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Ti THIS SHUTTER SHALL ONLY BE ATTACHED CANT is . HAS BEEN DESIGNED TO BE INSTALLED ON TkE OUTSIDE or THE OPENING AGO FIR THE • - INSIDE W/O THE USE OF A LADDER OR LIM THIS APPLICATION IS VAUD WHEN SEAL/CAULK LENGTH_ STRUCTURE: AND ; PANEL SINGLE AND DOUBLE HUNG AND fORIZONTA, RiDERS STYLE WINDOWS W , P. . E - Z NANO STORM PANEL S" PANEL (SEE NOTE ALL ALUMINUM EXTRUSIONS TO BE 6053-16 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODU ' EVALUATION DOCUMENT (REII .D,) PREPARED BY THEE , 7A,6 . 3/32- I - I I � " _ , - I Gm : S.S. : , _ _1 _.�_'- - , , I -1 _11%_ - I , ,,, , - (h) CONTRACTOR TO BE RESPONSIBLE FOR , STEEL. i ''� ) , � i THIS DOCUMENT CONStRUCTRON SAFETY AT Silt IS THE CONTRACTOR'S RESPC"IBIUTY; 33 ' . ; - SOO 0 WY 50 Na' YIELD STRENGTH AND 90 kai `TENSILE STRENGTH & S44LL COMPLY W/ FLORIDA RALOM0 CODE SECTION , : , (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY STRENGTH. ' I I - : 1. I , I i ! I USEOF-THE P. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. '..�._-_ ENGINEER I_._ of .... 1 I j j . I - /4` 0 X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'�-3000 p,s M.S. 20, 'S S. US. W/ 1-- - f " , I ED. - - 10 16 STORM PANEL MANUFACTURER'S Eq. ....�- � - # PANE -M O.C. . __ 59 �u ; I ACCORDANCE O.C. ,1 , ON V 6 -1 WASHER (BEYOND) to. , - I !I I� (('3 50 pal) LABELING TO COMPLY T. O.C. . I 1- _ Z4*% TAPC P.C. `!' INTO I THREADED i , :It - - - WASHER 0 6 1/4' O.C. , I _ CALK ANY FINISH . THREADED PENETRATION � �; I I II " , SHALL BE LOW, ENOUGH TO REACH 714E MAIN STRUCTURE BEHIND SUCH PMMSWALL , = BUILDING CODE (High V"eloclit, Hur cone Zone) * ,* .1 FLORIDA BUILDING CODE {HI .'�: �___.. I.T.W. GAUD LENGTH S. 20 GAGE GALVANIZED STEEL STORM PANEL D�A"I flh: 10 PANEIMATE MALE ID MO PANEIVATE RIMS ANCHORS, AS MMUFACT 7� ,' VALID �' , W/ SPECIFIC DENSITY OF 0.55 OR tOUM_ - ,� - - UP TO T5.�S. -72.0 PSF AND PANEL'S LENGTH PROTECTION INC. GLOBAL PROTECTION PRODUCTS, LI.C. 5 AYE CE 11 PRODUCTS, LTC.. PAR: •rxwax Ks. - '/24 lo- a wm Ili,.) III,-' sms V/24 4'/2411, TW/ORW/O(ElI(D (SEE NOTE 2 EAC T� I* i rat COACIETE MC431S, SEE I' �. T Ti,,�m 3* M. �HXDLRW — OF ,=2LfCR WOOD SC lr� - — (SEE = ON s4m 2b) � I* %( SKEET 2. tt,� 02 I il M11, I � I . , -1 (IT-) - rL__== S, I z vu, �"m 4 A 112Ll,vr -, t/r L? N I I r* 11 i H __V91-_ I _f 14 fl I - H! I ri I 1 j I , ! 1 ; f I I I F1 I . i i I I 1-11, ! i m � 1 N 1 1 ri - F�� I I I M, i I ,q r! I I , 1 I I I i I I � 1 1 1 �1 ? � 1 1 1 1 I i I jH1 . -Y -I 1-1 IF, i 11 ii,11111 1 .1 I L _L I i - 11 ,I I I Lf-I 11 . !j' ' L' �1 -1 - J LI I - I - 11! I Ij. 111 i ju I - I I I7 lla- - - - 'I it�_, I I T I �., - -1,;R�"--r �_� -r--T-r--1 60 %-I.- F " - -_ - I __ , 10, I (ENO PAWEL (END FAWQ � ( ..IT ( - 0 (END PAREI E . I T I __1] , I I 1 I OR I HOPE: ,t I I I I SEE NOTTE 2 - I . - I i i i I I , , I . !�,, , . , � I I ! 1 1 , l I - �tl , I , I ,tqj" 1 1 i A , 1 1 I 1 141; 7 , i I I I I ,-, I I 1 �4,1� � I 1 � I 4,47"! ,w I i. i I .1 11 � I — ll � I , 1.[ � i , 1� I �I 1 1 I , I 't , , �, i I , 1 1 1 1 1 I �-[E , � I I BOLTED PANELS WT0T____ + � � j I .. ,,,V-.- v �- I , ! I, , 1 i I -j- I J_ , L, I 11 1 i I I , I I I I IV .W" J_ -'s , I I t 1 1 _ I I 1 A % I I H, F 1 1 11 1 7 t. � . - , 1 _1 I,�, 3- 'RS I - - j ,_ - I I I I � I i'l-T, I I I �, Ht M HIL, , _V3 , ,_ til 11 - [ I, - - - I -1 I I I �u % ,L� - 1 49 X ILI I I � T, I I I I j! i�jj I � I 'I T-1, T,FT F " I , I I ' , I * ' "' 444I 1 j p , umL I I I ! ll ii t1111 I I", I I I , , 141 I III 44-H+ I 11 - i , ! _1 I � 11 - � �, , 4!-4! L I � I : L I i 1 1 I I I f-111 i i It - -, �__ 4, ±ii±ffi I 11 "11, T I i I 4 --- 1 _,.� � BE v NOTE A "-� ,- , I-- 7-W�, rmfumn Typ,) MR CONCRETE D, ` -,ii.,;�, —SCREDULE OR `Pw 2,5; MR WOW &Mw.- I M.. , r,kT;,EE LOCATED -"*-- - - \--v p--,AUg,MgA -I I SEE SECTIONS ON SKW 26 '. NY, am 4B OR A ,/21 I 1/2*� * KRR PANELS 5" ' LAST PANEL I Mr I �D OR (D W/ OR W/O@ - (2) PMrL () TO BE ITISTALIED AT IACU ORD" STUN TO BE AMALLED A' LACH OOA SM-U ALWAYS BF REAR HANDLE TO FACILIATIE NSIMAA TYPICAL ELEVATION FOR 5 REM HANDLE To FACIU1ATE=T19 TYPICAL ELEVATION FOR ' - - I - ='T& I - - I IF INTENDED TO BE INSTALLED n0M I ;F INTENDED TO BE INSTALLED FROM � INSIDE or STRI.MFE. v RM PANEL2% NEM IdIDE OF STRUCTURE. _ so" 3/ . - " SYSTEM — I/4' �. . 11 ........ / - \-_114H /- \--Z- (ID' A-- 1EUMUL-9 4--IT zg;o.. . �Sm "" VISIT - 11 (T) S015- TRACKS AT TOP & PARIDJUATE PLUS OR is, LONG (1) DLRNMDft_QE,1LRL`A_2&W' F - 7 HANG STOW PANEL SYSTEM CONSISTING OF HAND, . (rzll� BOTTOM W,( PANEL"Its Gt- TRACKS Top & BOTTOM, (2). END PANELS SHALL ALWAYS BE ; - - - BY MEANS OF (2) (rD PANELS SHALL ALWAYS vLL..1 END PANELS EC"lr-D-TOA)�-.,/.,//"', 1. "' 2OX3 EL Min TFRJ - V '1% SHALL BE PROVIDED AT TOP Of SWA PAWLS. , "I'S WING NUT OR I XCEPT AS (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHAU CONSIST OF EIMCIDeED ON K�;Eol) I Saw)" I/4*A20.3/A" la� 3 2' WIND NOT OR la,#Ve Min THUMBSCREW '%r B (1), FOR CASES WHEN END PANELS ARE USE JOINTLY B AF INTO TAPPED BOTTOM L VION OF FASTENERS AT EITHER OF TWO W EXTERIOR FLAT FLANGES OF END PANEL (MITCEND PAWLS ARE , , (PSTOP aw (1), IN CASE THAT END PANELS ARE NOT CONNECTED 70 SOTFOM TRACK (i.e. A STOP I PROVIDED AT TOP OF SUICH PANELS, R Is ONLY ' S' TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK ,4). FOR INSTALLATIONS WHEN ENO PANELS AMU 513UE INISMOR DIRECTLY IT I= ABOVE, IN SUCH CASE. CONNECTION OF PANELS MAY BE U , ATTACHING BOTTOM TRACK TO WALL US NO SITE AM 4011LEZIS (3 MOUNTED 10 EXISTING SAUL WALL BY- OF PANCILMATES. ONE INITTRIOR PANEL M. E 70 Do ISO GAS OR PANET - -ru/, V,- In ...... NOT N ED E TLEC T. i tim, UEAAISNSTALLED 0041AU"71, Ok G, , N 4� W THAT ADJACENT PANELS (W LEFT & RIGHT, SIDE OF ERIOR PANEL) HAVE 4 !�� e ii�, , OVERLAPS RETAINED '11�� , ,� `e '- 4� ,,r, E N V1�, .. , FLORIDA BUILDING CODE (High Velcoolty, Not Cano Zone) Z � = ', - 1.100% __ - 1.1' ' - . � No, 4 167 20 GAGE GALVANIZED STEEL STORM PANEL = *: z . Q GLOBAL PROTECTION PRODUCTS, LM e"/M`/M"o 1� . ,. STAt OF -- . ":> z 7-- ' MAII, - , — -� �_ .- �_ TL E C O... MMO S- 5 STREST - lv-- 'C00 " TAJJT TESTING & �ODMU� 'NAR!, M. =I. , :e�i - -,-,Y.I' � -,;On =iAwr.: .-- (%b4Ues,-1s.5, F LIM)MIA-mv 20-176 , �,p /I -I In- - a"" TW: I I " `:__- .-� - __ , �_= I I'Mil 1�1.-- W ___ M,t ULUT ., P� :Lw�* I _ _ --L- ;;;7TU-C,3j 1 1 4t= S FOR SERIES 5D l• ' , �,' 6. __ , 1 i I I - C) HEMMED GALVANIZED TIP. _2 HEMMED GRADE SR MMWUM A\ ' '-- Y. -% TRACK 1) REY&RSED 'U* TRACK a VIEW DETAIL �,1T5 - ALUM.ANGLE -, �I 25' 606i-TB' r ND. 4416i .7510-- 1 -% S TATE �" , ANGLE T ME BAR ''.,SST a ... AAA - I I i I -111 - I -1 U17 F-TI--T-j -i--F-F- - _1 ___T_ - I - ___T - - - - I L I 1 1 r. TT -,I I It TIII IF F_ IT_F____i_._T1 I-- I - - - - � -Ad'AhIA A, IIMLII� I I I I I - _____ _ taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� taEc SIGN) 3- Me., a' AT )I, V/24 11" [A&sm NOTE Sri : III 11 '"I II II II . ter.-,. ) PANEL.) INTERIOR PAMEU I SEE NOTE 2 1 4 MOR OTT 2. 8, C v SEE 'SEE - T. 1._.,...._ • � I' I I : I V4*�)pq/4- M. W/ , Lj S. II Iv _ ,J 1f. I. I. . . __ i ANCHORS: SM Zz", ,_ OPENING 32 TAP ,/.* - LASE DAP Nan GAF--i- ir,/1, MP". SECTION : , PMM1IQ8_QE_SEWE!�L=t E - Z NANO STORM PANEL SYSTEM CONSISTING Of PANEL a CONK TRAGIC BE CONNECTED10 BOTTOM TRACK OTHERWISE A STOP BAR , AT BUTTON, SHALL —OF CON-N, 0 W16 TAPPED , M.S. TRACK. NOT CONNECTED TO /.0 BAR PANELS ARE USED MENDS TO BORON TRACK MAY OCCUR AT AN PANEL LOCATION W/ TWO man"KENE-6 -SH-UXON ELEVATION MO W/ 1/2- (5) SEE SECTION 1'. 3' & C ON SIfEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, Min. EDGE DISTANCE. THIS THEIR BY. 1 '"TAT CQMPANY _ MSI&LLAIION DETAILS FOR SERIE5 2,000 AND 1000 E—Z HAN9 STORM PANEL (f) p .ffNjQ_P_0URED CONCRETE OR CONCREJE BLOCK I � mm=__'',- 1H=7 */ I 1�§-_) - 1111;�,l7--(._-=) /rT__4A) o_ " _.",,...r .. , xf � -- n" ,�Vie"AWU. , I.1I§,-;111=-\ Ie I O,�- 4, - - I , "\ I tl _-� - , , A -'§ *9 , 1 I IN. ftm Q I I.L I OnAe. I A I I � ,/._�/` ,-- =-Ad I "I I I � \' - I .�� T I I / _j 4� T_ ____ " - ' - . - - F R.) 1 __(�) I ' 11 � 1 5 1.11,�� 1 En (0 , 1, I T A TI.V i I wmr - - i 1 1 � �W, ; ",_=. _L ! � ___(�) I .S. ., , I I J I I � I ,j I f I � -I— " __ : _r_ I _L-----(D � -I - - 7____�D i� I -Y----- t N I 9 I I ; I - I � I 11 9 . 1 1 i 1 -g scHUDULE i 1 su i I %, . A I I , " __ SHER . I ! SEE 5OREDULE I : ./1=117' ,iw.`1.X,, FOR se, - 11.,*_:ifUj1-* FOR V�. - i jL/--20*V,t- 9 _,,,,� P*v 2S [ -_ _T�smlow I A .. I &CFAmIm i ".x : i. I k y=,. � I r m"A" 61 I I , I M CLASS I I uw 9 I TW,,MA%UKU1 , I 9 � ; " - INS"I 9 i EVERY 04ERLAP -49& . I /%/u.* 9 I I . I I 1 C2 .,� I I I 9 IVORY O"D%AP g�! . i I � c, i I - - __ I I I � I �C. _____-, - I __ - __ I - _--��_ - I § I I ! i I � I I f - .. " - If I 4 --t-n q 1 i I � J, I I 1 w ; ,/..- I � � i � I i 9 ; I . ; I to is I I A i ,�;I� ! �j 11 �, I � I K4 p �, =: I i ; I ;-/ , I � F . I 1 3 - i 11 � I 9 919 �, �, I I T_ o,r - A I .L . I 1 j ge " _( 0 . I � j I I r . 141_1 (� I I , q I I I T.I. �� "INAUT I :(V- _" 1/ . I 1� , I -I " [ I . -.1.1 /, I L—A 1 , - 1'. , —, � � � III I I : . � � i , ii I , �� i TA � ' i I 104cem I I 0M. i I I I _;_� -IT 1 It I � 1 1 i III L �=p [ I - - _J::�, 1, 4 1 cen, I 1� I 4 .� , �. '[ ,, - , - -,- . I = , -L-01 - - - EEC '. -----I AT. ;ILPAI .1 , I � � . rA __,-;:L,j . ,,, e , .. MONVIC" 1� , 13 am - I/--- --nZ gs %I . II IvIou _-Tc- I I ,� . NoXien, I . - s, .14ZLI'r MinEW I j � , - -I 1_!� � 11� .. � ., co"mm I N11 L.-� j ., ., " . .) I i , -, ,;� - , J li��_ . 9N �" I - 't, _', �t_ 111-1 11 - :, � I , -; ", � t:XU�-,:wl' 41-s ,,, WRANtn' I "' � I , v __/ 11 '\ " V7 "Or " , I , V ,im I so" -- �� m o, ", I somm - � ,A, M m vw 13) .w 25) - Tom ; � A Ir oF \-@ 'A" � WALL IC21) J + A&L-M. DIPErd MOMMA IM, I. Ion �M � 1 :. SUM 21 m [_ 0 GO" 3/1. I' 0= TQ CEfUhre MOURIWij INST, BUILD-OLIT mouto g siqlsj� A kes4w 08 euT_L SCALE 3/a-1, se,,LE 3/8-1- - ID I Sa, !"On"MIKAS AND wo."'evDa. PN` / LSE w "'OU17111171,41op" � - q vFNE. ." 7% CA, F V .. ,4 I I, - , I IS #151AULARO" Tm ON Vw 21 _114t� - - I 11 �1, - _ \�06�!Jtik T I ey'. I , . 1:w I W6 1 q�. ... . ir — I NOTE Ism — --- — - z ... = I � - _ I 101 : NO. 44167 TOP A BOTTOM MOUR-141 CAN a — = *; : = FLORIDA BUILDING CODE (High Velocity Zone) 1 - I coustma, � 1 1 NWALLATORL : I Z t204X) %TIMO. `-. STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL FP DETAIL I L_Lj r 77 __ -_=_ ,,-,-�� -X, — SCALE: I/r . 1* Mi __ 11 .... .... \ GLOBAL PROTECTION PRODUCTS, LLC. "'Y""""O , �;i��,_�, d / 11LIECOme \ 4811c .�. %�, STREV - 0ATE-1 L_ E_4L__j 7� ��4*� 16L = jr-M a" I =.4t.Boo " I / . I A, ft. ,.., $64)mv-,o.lel Aw _., 20-176 1 � Ow .- 1� (w .-AP P I SEA'/111AT- C4_. = Lu �', RK WIOET 1. ff !j I .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� .r�'�\ 4 - c""X_N- . ix' S" 1 I jf S I �ifgD 77 Gar. Mn i Na 1 "'�(` . .� ). t N },I,': ACTION ANPaIIS SYA sEnenat pN SCALE 3/8-1, gs 31 SECTION SECTION : Hurricane Dr MY WAY To sw - _ NC. & = ° , .& .1.0�=IRIINI COMPANY ( : 1A - -g= -Ma' " (D (D a) = -+--a U) =3 m > 0 L_ 0- U) 0_ 0 (D =3 C —0 0 (010 L_ 0— L) w U) L. m L. rn =3 w m < z z < __j 0- I SHEET NO. S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� S H 1.2 — — COMPONENT 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 -) ,--- - 2,%I--_ -.- _____ - , - - - 15,196- (TOTAL WIDTH) ------ -- _ . _ - .. __: - 2.2W- ' -Z.591" I'll - __ __ -,- - I 12. o' (EFFECTIVE WTUILTO - - L -- - , __ - __ - I ___ . I- ___ . ii 2_250' ; ;I_ L Alsl : - , - - - - - -- - - -- 6 1/4", - - - ---- I . 11 ! p � " .-IF -� �, 1�3--o'-_ - 1350 - ` SOD- __ -1 - I I Li - - I S* Saa. 075, 1 , / - -, / _�,_, , "� M. - T". 1� 2_2-11'� i TYR. r , " (.�k , rm, ,, :�.., MIN. THICK /I I - 3. � 2.500, " , STEEL, EDGE 2i, \ , Asm A 653 f� i 2,1441 210 1 ow �1. / . �j , :, � �t.�,;L!� I I r _,10' �_,�_, i A - i L I � 1,_.E1AIL . . Iz ,,_ '�_. -I, -t3k* Lj 17.50, 2.470'L - QF - 'I-,,-, .�, PAN�' Dip UP, ",11� , 'I.- I - W/ .WILD EDGE,.750" - , , , -1, - - ;Ebo ' "<_*_ __ ,��, I I ..' T � , - - , 2, HEMME / I i '0_� w1 I ISOMETRIC A 2 "TI1�' 2.o' ROUNDED CORNER 0 ENDS OF PANEL'S I ;L.IENDUPW/HEMMEDEDGE. II, -_"_ I L . t jiI T (N.I.S) t I I -2v - _j , , (� .,r__Tj= - (�) w,pI7,jw.,w (�) 2!xa"(M9x-) Alum. ALLOY , I I 1111 0 1 to"WIROHN), - .i i Ff-_-H -,ii� �:. p , �0; � BE. i I W." Elilt�%:!� I! I ". - 7 11 - \�" - \ ", 1'��-,�p _ I I D //' II I i : I 'I L A t I I I - . ` I _1 -1 - 1 z *: ; FLORIDA BUILDING CODE (High Voloalft Hur come Zone) I I wm mmo. INC ly OF .' STEEL STORM PANEL p .. - , .- amvP st,_ L-3, M.x 1� � 49 20 GAGE GALVANIZED - Owl`_ � 0810!i�] �_ -------\ "" ." .,F _�� / — GLOBAL PROTECTION PRODUCTS, LLC 0714"W"o 7 , _ _�� - _ T 3*0"(Max.) ALUM, ,� / 111LIECOm. \ . ,,.. ITT . - - I I I LONG N'TH GAVE, In- 3n, A1LL"wV_* 1110z`.Mvm PI-XITne MO)M-750, r., `T"4jAXq-m7 20-176 6m-TSAJum. ALLOY _ I P" -1- '. ego .1-1.1 ------r —�l - I cA-0000, '! _2!� ,04TEM & Tin .. P4 , -L-v L= I -- 1 _____7_T_I 7 -----T- I - I I - I TT� -- 1 _____7_T_I 7 -----T- I - I I - I TT� MAXIMUM A63 0. 2ESIGN PRESSURE RATING (ji.s.f.) AND CORRESEONDiNG MAXIMUM PANEL LENM *L* SCHEDULE FOR SERIES I DOOZ2000 E-Z HMO 9M PANEL (1) SYSTE N&W-OLY-EW-9SU._L42L*�4�I&JI-AI-Ei& I _."2Utja_ j,''W __ .W_jf__-�t=_,Z.4_ MAXIM 'm MOE, I Me, L DAR, ,R� MINIMUM Errow PANEL APPLICABLE To - RAilG '" () I C01-Z To il CONDITION SECTIONS +66.0, -76-3 1 70, OR LESS 2 S/16. _ I 5 BOLTED - V. 2% S ' ' **' 2'* & 31w i 4615.0. -75-3 i IC* OR LE11 . , 2 7/8' I i BOLTED - ., & IV � :r% ,7 Mt�frg�f=/4- SS- MS. A WINCTAO AT OVERLAP & AM OF PANEL LENGTH OF PANEL. l7Tv(l7m7w-1,�-q�-IN&14-icti�m;i;14*1.i!1.44§il�lfl,tM(.TKRlr� Z :4.4*46-0410 - &f.3w.1I!1#j7w.11N:1#]; illiliflii"i[$TIILVIIlf(o]Koi*lZ[iq-�1311M.Mot#j�,,Oq,13114§.A#lil.lw-jf.i11"1lizi-f�'m raffiDI'mp-mmI W-1 M457GAUM MAKIMILM ANCHORS SPACING FOR E. 0. - S 1/2' - . A, . � DESIGN - TO SE� j & I ANY ca"al'"711` DF THEM MAAeUU%A -ANEL LENGTH v (A-) URE I TAPCCHS 4 CALK-Ti PARIELANTE FEMALE W AlhaNATE PUAI I RATING -Ye "i To COMORE (I. I- 10 COIACRETE I'D CO.CREw - BLOCK 10 usaTff - 5,= 11 =4111, To CONORS le omalm BLOCK I - 1 12, NIA 12' N/A 2' N/A __ I I' A 2' (TOP) i it* 3-* ; to- i 3. '. 4. - _ 5, _�_ 4_ 4' t- 12, ____ 1. T_ N/ f N/A a- __ __ N/A N/A 6. 1. __ Eq_ NIA 12 I/2' ___ S" __ 1 ,,, _i�im_11) I' (BOTTOM) Imaj-00-9 _ I .66,01 _751__!/_L_._ 7' - , N/,, 1 IS i/2' I - --------- �� N/A 4 1/2 . ---'- ,- N/A A 1/2* -_ I.. ____!L2T!t)_1 N/A 3. (TOP) 70* OR LESS 1 12' . N/A I 1 2- N/A I I i/2- , I N/A 11 9 1/2* - 1 N/A I 3' (BOTTOM) i 12' . � I N/A I 12' t - � 1 N/A i 12 - -_ I- I NIA 1 ! 2 . -_ N/1. � I I 4* fTOP) i 12' 6' 1 12- 1 � 9 1/2 . I . 12' 1 it- , I __L__i__=�__ 1 A- CWTT I A, UMVED TO 66�O p-C OLS D. DES" PRESSURE RATING � - �m &SBE BRIET 1�6 FOR AWN= rYPE & SPACING " INSTALLATIONS LAID WOOD PPA" BUILDING MTN,MLJM ANCHOR SPAORM AND AM14M EDGE DISTANCE ARE INDICATED ON THIS 5091BOULE, FOR E-t LESS THAN MCK"' ON SCHEDULE REDUCE ANCHOR SPACIN By VULTIPLYRIC SPACING SHM ON SCHEDULE Of THE FOLLDIANC FACTOAM FOR THIS OKR,QtON t BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SHMA HOT BE USE THAN MINIMUM SPACING 100�110 FOR EACH ANCHOR TYPE AT _�. LEGEND, 1/471 I/A-, Yt7s_ 1-440 ANCHOR Im __ _ TNIOW - I INKELMORE ff"AILE 0 , - PAMEW"' mus � --- - I _____ ,;�__ ", ""W (-) . - 3 ____ ,l : 25 2 v-4 I - - mmusTeoet p".) __ I -i- r-, j ", -0 =-w,;w-,-, �-, -- ---;-,w-- -�-,T, 't I A00.101. CA "K WNW fACM I I - - - -----!-,/, _. �:�:� - _____!_1L7: - '. fd1--_ F-Z-4--l�z TO A. __ 3 '/�- - I LGo "_+__0 + RBAMRFS lla� DISTANCE BETWEEN DOTTCM OF PAWL i AND (D To BE, 1/2* - JT/2' ly, -- I M.� r_J_1__/.l ++ REQUIRES Me, DISTANCE BETWEEN GOMM OF PANEL mo (D m sc 3/w 3116' I M. V___r ___________ ____ COMPQNEL4TS FOR REQULAR. LIFE SAFETY & E-Z HANG STORM -EANEL SYSTEMS (SCALE 112-I-) - --"---- __ _'. - - 15.125- (TOTAL WIDTH) - . __ - - - . _ -----,-. - � - - -- 2,187- - - - ___ i - .., - - - I - - � - _12,500, (EYFECTIA MOIR) - - - -- - : I- __ � ______ I I i __ - .19s" I - I . .250' - 750 - 1/4'_22.3/0 Ss. STUD FINE,= � ,-I� - - b 1/4, mp'l- , , __ - 1 r_ ? 274*-- '25 - To ANGUE: 0 15 1/4' 1 �". r- '"So' - I I � - I'aw - 1 ,-I.3SG`-- . � ,.250* I I / I-soo, - .40ir , I I - - 04 0 I� 4/r ac .Iw_ me, � , tMAY BE wmesw) - - ZT�L I �- ,-L �25t.��L"l i I I 1 , e, HEWED 0,024' L! 111ANEEMN Srt'bEtNL "I - - 1� - - , - I - , � I I 7, , �, I ",'I 3_0 �,I � I I , 1� 11 - h N / it " __ I I � ,( , " 1 , "" , - __ � ,,,,,,,, L. I La 671' F; -�,,, !"'. ��". �Itt=,�_, i EDGE ,E, , At Am __ , I.. � .084' I:YP x 1 , 7-�� 2 25, - _0114' I i - li l_ L - ; I , - DETAX A -Mr, 49 - _! I 1 -_ --A iS. .084, , ___ " (I-) I � a) =M PANEL F - - ____ - - --- I I 4 .375- TT I I 35 _ ,55C. _ DETAIL A--' I- I .__ - __ 2,000 I PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO RIGHT Wj 1/2' LEG AT END 4' LEFT WE OF PANEL - - - �.:Ibr - - __ (�) "11* 8 ADE KAr TRAc (�) - K (�) ANGLE WITH SM � -, I - - __ � . IYP1 rep mot e.024- (w,li) I OF PANCIAL PANEL S W 01_ .��,___ */ HEWED EDGE 11 �� ." 11 __ . ��_ ,__ � ". - � . - 1_��L - __ _'ILL, - sf ----- w =270 I A7, T' _ I � t . GALVANIZED STEEL 1 PANEL *1 -/-) , - ,� V, / 'y �_ __ - '. 133% .-270* I ,,, I- ___�� I i, �00� , - I I 1 4 �� -- , -,Z�-_ IT --I' / __ - - 1��_' - 1 107' . 626 1,1 ,/,� , 'bi5o -,-- �, 'L � - I ..a 0 - . I- __ - ,� . � .- ; - ' ' � �IIIJG2�01 3 1 51 , , - r, - I I I I I - - 2,59" __ ,/ , `""*-� ,�, - - - : � I , __ _ �IW, IIM�l 1-1 11 I - I -�r;j- � - 00 e7oal , � I I ,� � PANEL 11 1� _\_0�0 OR (YO - __ 2.2.4, 1 -1- ,� ISOMETRIC _ - __ I YI&W DETAJL A � ! [*V011- �, , , "/ I 5,0� 1 , f ROILANOED -23'a, - - CORNER 0 ENCS OF PANEL'S _t5e; I . �4". END UP W/ HEMMED EDGE. , , (� �) � I I , �__'.,615 - - ,125* """'. 3350' 072V j 1 f (N,TS) I 11 067' I �) Ka HO � _0 .750 F'_`Iff"M TYP.) ( 3iO5-HIS4 ALUM. ALLOY .375 ------- V_ I (�) W HOLE AT Tvp� BOTTOM MrAff-1 ED" OF PAW, PAN - '-- - I I __�_ I i � I t1so � ," I ." i ,. (�) I I � ,___j - t - 'Do. - SLEEn 2 1 /8" f - _ 125' I I .SCE SHIFT 6 FOR ADISPOkk , A�3* LIMITATIONS IF SLITIVE LENGT� 6 I 4'. L - ONLY VAUD FOR INST LATIONS INTO , "*`_ WOOD slmucl.�URES -1 � L* I 1 17-5ill - I . a ___ - 193" - � L__2ZOO. I I— MAX, LENGTH I , ow. 1 1 ! I � 3,75o' � I - - 2 548' - - I_,Ls_ 125' --- __1 I -0 M'P.)j 1.050'0 L_ - - 2.000 750' � .2501 - (�) REV. *H' HEAUR (�j) 'U' 14EADER I ; ) - A t - . " MIN TO 5' M.F. ---- -- I (R mxm_t�_Iw. - - zwo, - - Li I I wq�i @ ANGLE (B "Z-BAM (j� WMA-HAHM .�74' � - --A.OW' --�ai. - MID* ""I'LUMIN"A' 1� - "I � �:.�p'. (I 1/4* WIDE) I- - - I :,3L,- �'w : , r IN I I '41- , � I---- 4, . __ I - Bo' ,4�o- . 175* !� --- - I I .082* , . /W '�`�CENj '. MI 7:- ,., � ,�, , - - -_ -� ---- / - ,-,. !� \ 1. WETS ONLY FOR E-Z HANG STORM PANEL SYSTEM) 6053-16 ALUM, ALLOY ISW -row I - I I I I 1�,. -- , . No� 44167 I I . � '. s - FLORIDA BUILDING CODE Lw.n HIgh Velocity Hur kans Zone) I L_ Ow ,000 _.N.,.25i5�, .Naso, I - ,�3, 1. I , 7 ,20,* v . , ______ I I T1 I ' L t % ,,a ST OF � Inca, � - Z - - ING F.P 24 GAGE GALVANIZED STEEL STORM PANEL ON" Eff. I (TYP ) - . - 2-000* , (j� &Q=-_M1__"r_ (R ,. I t__ I 1%, -- - � 204" HVILD-OVI MEN IRACK g -_ _ ATE - --- % SET SVZTKlHS - - - � -250' �L_ p .. I 11LIECO me. 21/20" 0 . �* _ MIN ,�, _ ;.� .t� �W... GLOBAL PROTECTION PRODUCTS, LLC. Will, _�� _ Rux, IL.- bi STREET / , _ " � - .. - A, - - - - P. . , ('I OAW. rL =1', ", � 1. 20-175 & 1�� WMHERED WINGNUT I I .... IT - (w -UP - � (Aell -1-11 S;KI-7�. F�- 146.)OW-lav, - - - , ,"'Gall , IRAMAH= ___ (ZAMAC 3 ALLOY) - WITTER 1z I', A.E. am , - � J i -��-� van 2 =#_ I I - INSTALLATIOL4 1JUAILS ________._____ FOR BE -------I INTQ P!2URED CONCREIE OR CONCRETE BLOCK SIBUCILJRES - I ALTERNATE CONCRETE I LOCAT, i CONCRETE ANCHORS ., (SEE SCHEDULE "" ' -ANCHORS EXTSTING POURED CONCRETE (SEE SCHEDULE ON SHEETS 9 THROUGH 101 EXISTING POURED CONCRETE I 09 CONCRETE ELOCK SHEETS 9 THROUGH lo�, OR CONCRETE BLOCK . REQUIRED. REQUIRED. ,�"%.,`.: 11 EXISTING POURED 7- ED, .'T'j; ,:,tll, _1 LEG , I- �11�11"-,T` CONCRETE I,, � , �Ili 11� ANCHORS i�, - I CONCqCTr RECORE15 I ,, ��,,%,, r (Su 5C , U. , - ,.1 � 02� SHEETS 9 _1__ di. � ; � , . " , , � ,,, - �,,�` �_11111 . , . , ,� ;; � - - , - �;;M';X __ I'll, � j � I I " I - , 4 -11 4 � , V - W= =-Q., - ___ I I , _.... 11, �;,,,'. I i 1/4' i , , ,,,, 1 � -- - - - - I , f I , 1/2 � 1/4* __ __ - I _-_-__-1r_- CONCRE �113 R5__ -f - - - __ . ,/,�I..'. .. - ./ HUv , : I , 11 MAX I ., 1, V I - �:11,�,�� I _ � - 0 - .- 0 �2 -/2- O� _,�.__ - I I I S _ U I CLANL, (Sa (),I I j� 21.11 ! 'Ir - --- -_ - - - ... I �.'.��-`��, I I i I (9)`__ ; SHEETS 9 T�Routi_F TUj - - " ... �: , , i 1�.X:;� . � -, ��d , r B �� ! I I � -�;�_, ,'�, I I , I : E. D �� ... I � I �� : �,Al I , / I � � V MaF _ I i - : k, p 001 ` ANEL UN17k --I _. C.A.. 1 -,,, �c .. V. , " , - -01", , ,", 11 4__ ; � � I (SEE SCHEOULE I T_M, -_ i ON i 10 I - , , , 0,��4, ,�4,� " ,��;�'�,� I - - T i , CE4 I "' FOR SspH,E 1 1 SEPARATION - C1 ) k I - , , , , ,,,,, ,;�,i `7;� " ,�,U �;, 1 I 4 I At SCHEDULE � I TO GLASS. I 9 �k_ , 1 I - ! I 6 AT m FEW PANTU - I -"� "W""', %- me,- I K Ai � LE ON . (SEE zZU I. CLASS ! �na>. L ON SHEETS I i (SEE SCHEDULE I 1.1'1;61!1� .,@ B a to 9 I , . t ON SHEET 3) 1 , I - AT m mimw SPACER 4 WmAelo. Il __ I I IT 1, I W� I PANEL LENGTH (SEE SCHEDULE � � ON SHUT 3) I z SHMA) f 1 OJEERN AAW` "I [ " f j WON GAET 1-n I 1 �., 11 I C M t�� k- - ,T, , A PANEL all�T- I , , I I LENGTH - T-Iri (SEE SCHEDULE I It - i EX,ST*&-4 i 1- I *� I I', SEPARATION TO : [ GLASS. � UTILH ( D, , ,� i 1. ON r SET 3) GLASS "' 11 - ! �,"_ I ( SEE SCHEDULE i It 14, ON wm 3" 1 I I I 4) I . 5-11% 1L* -11 "' Mm' � -, ,,, I.- - - ____ - i�:,� ,", - , �_ ., ," " - 1::':,,;,,1'_"'� � . , I , , I � ,t",, ,11. _ _ , -- - T-1 -,0-- - I `1 ; , _6 I, I \� 't OF 'L" �, I - I " , -11 ____1 �� . --- v, I—- - I � 1 -j- ��, � 7777ME 1 , �_, 1� I ft - 11 I, I (� ! ,i," ,, , I- , � m - E.0 �,,' a I I 0 ,�,��-%,,-,-, . I 50% 1 , ,"��, � - SPICER : 'L" , , , a " 0 ,2 I �C_ /, ��,,', � : ��, � � , I I - I 0 11 OF 1. 11 `,�,;,I, LENGTH %-�, MAX �, ris � I . I _,,�� , , I - ( .... V - � � �,` %";% , � : -� , a, fi I -,-. N� - - I I , � ,111 , " I - I , 0.c , I 4�_ =ff ___ - I - C - � ��-` j EXISTING POURED "i 77. W1w CONCRETE ANCHORS �;U;; � (SEE SC�FOULE Olt -:� -�, I - 14 , -Q;; CONCRETE ATOCHOn -, I , (SEE SCHEDULE ON --- -1 I COMCK7E � . � I POE Of WALL OR SLAB SOTEET, 9 -THROUGH 10) �� - -, SHEETS 9 THI I 01 i 11 2 1/8- LONG MAX..AL MINUM * REQUIRED ,iir �- N (ALT. CON01110 ) � , � 11 - - SPACERS 0 6 1/4 D.C. YALO FOR I f " " 11 __ _UST;NG nURED CONCRETE ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE IT 3. LENGTH$ PER SFE_ CONCRETE ANCHOR� (Sir SCHEDULE ON _ �\ - I I , OR CONCRETE BLOCK REQUIRED. 09 CONCRETE BLOCK I I __0 - REQUIRED � :� I' MAX, LO �.UTJMNUM SPACERS 0 7AUSILE . I ------- ED, SHEETS 9 THROUGH 0) - -- fti 1/2- GO, (see #1 ON SHEETS 9 & m) CEILING AND FLOOR MOUN 4 ING BUILD -OUT tOINTING SECTION 5 WALL MQUINITINQ IREjM Wla ERS (9) OR 6-4 , SECTIQN .51 SCALE 3/8-1- SCALE 3/0-1* SCALE 3/8-1, 1 1 N", A, p%�1*�11"A".1,!"717/% I , , , `* '4 `� ...... '--!�' ., L � �CEN ,, .�.' oe - \ � FLORIDA SUILDING CODE (Mon High Velocity Hurricane Zons) E.D. - EDGE DISTANCE (SEE SCHEDULE ON I : 10P & BOTTOM MOUNTINGS CAN 87L Z . z .1 o.44167 . - ,i2ello _. - F.P. = .A,: , * i 1 24 CAGE GALVANIZED STEM STORM PANEL OqARw 9`� = i * - - . - � I ol/"/Zm S -!�-,. I � � STATE OE�� :_�, / GLOBAL PROTECTION PRODUCTS, LLC. G,,,. � _ 11LIECO.. 7 �_. Law S.. 11 STREE' .. UAW, FL Wi,l � �5xoo_ SHEETS & 10) 9 COMBINED IN ANY WAY TO SUIT AW INSrALLATT M, ��!,� - -.---- nlONQ ")W7Uf, F PSU)II&A-0797 20-175 - 00) - 1.0'el-i �%EI Mal z - - - I W. ]-.I - ]_ 04- .-Z; r1l.- OAAWND W� __ -.1 .... ..__ ff144sk*Xr/sTPWvtw,mxTr TIII - WALTER A .,N J, FT I 4 7 1 ;smr.-Ds� -.. -4) L ______t..I_ 1 �� I I . INSTALLATION DETAILS EQR $ERIES 200-0 A 1000 E-Z HANG .STORM RANEL 6) INTO EXISTING WOOQ STRUCTURES - . T, T. . 11 r a 0. O.0 W/ . ", - '1�r. uAr - . IT - , I I 1. . � ! !/2- Mt. THREADED PENETRATION I I I - - � r ,14'c LAG V.*_*S 0 &* 0 C W/ . - I Y I - - (3) - 2-.- WOOD I . - ,.. - -To IDUSTOD WOOD HEAM 11 I I I I - � -�EAM WE'D 0/4'. LAG sm_vs * 6, Ox w/ . . � 'j � �,_ ,,- 1 1/2' W�, THREADED P N . r� "IR""" � I r I I 1 FLAT OR ON EDGE � I 1/7' ui, TIN.-ADID PfNClfXA!l1* �it ,� 1_1 � 't - - � . I - - TO DiSTPOO WDM_� HEADER, TO OCSTAID WOOO HEADER I I ,� I 'I 04 Ct f,.,I- S'NS, 1. "I , 't , 1! �__� i _r -1, : �� . I �. 'I j A rk END VID -; 0 11 ., � S � A. I- , , _� " �� ,�� j ___l&t;.iiL ow, sm's 1017 1 - -_.jl'� �,, 1 7: e ` I 4. h U, . Q 0" I V; t 'k - i- � -1 ,,, - I .1 V1 7 A - Uf� , " .: , �', �?,` - - END ,'A 0 1 tr .I �.i , I- � _ 1' � . , 1. , 1 , I , � �ili .6dalle . ' �D �, " � I , , , 4W S-OLS, F - 1", , �j r�"� ., A "I -11 1� - "I �`I,l`t` __,,,A`e ,ts"Im 0 51 mr. W/ � '� - 11 I , III ,,,,r -� , I L � , I �/,. THREADED PENETWON � � _� D,, END O, @ i I I , ;, ,!,'; - T - I HEAa`;TV'z- _11-32- : z:_ Tv '. I L� , , j , . . I I I I ,, ME Get L ,/2. & Exw, WwO HEA I I � ,, I I i � `� N , I NOTE TA BELOW) A - I � �ii I � I !� - - , .) I " �_� v-0 fTYP Ism DiTm- I/.'- . I - 151% _:� T ,,_ POP R,TT C-t i, IT, FALL-Ol., � j I ; L - . - 1 3/,6 . or E,TEw C) 014W �WS, _ . I . i '_ � - ISTEE I I I r88,4AMI DEEP . UrA) 11 a � END OF U 4i T 1. 2 w . - K_ - � 11 D'If OfTm� At �_ . ...... �_:� DOARkDE, ! r__1 v � I-1/2. I - - - ,_ 4 ! L_ _8!17.1� BELOW) I t _I� "Go KNOTEP , 7- I I A, � - Alto Z, v �(D I Rloomtb , � - , I 1 2 v/LS - I lw.-zl,Ij�- T � U,S� A/ --�, v - - - _ ---I"- - i, q/,61 .I� To - SEPARATION - � vt= III 2 I 10 GLASS 1 - SEPARATION - I ;(; **;/W/,�;,,,. 2 vw"J". I ; ", 9 i - . ;,_ 7.,1V.0d,11. - ,2, WUY 11 -_Q, 10 CLASS 1"', WNG lili, 0 1711A, O"MAP � C,c 1. � "Is' Me, , -14 O,SR,Ap C! ,.,l - � 9L - I - ! ,,, ell � , ,, - � ,/4---2W1-- - To 'LAsG, t '/4*A2N3j4' d � � 'CREW W,1 � , � . i i � 1 - - � w �s j I - I � I �` -2 opc " 1/6*0.3/22' / j�SIY __ - ____k SE-IRATICTIF - "G Hill a � , �F 0 I � I � � To CLAS!F ! Fw'Rv ONER,� / , , EVERY QvEqLAr ; ; §1 ! � I i � �, / . - ; �� . - 0 - ! I T I !� ; . jr," - . i I T � ;1� I i ,,, i I I I I I - - I --- � � I i F ;_ 9 i � , . I ! t I I I 1 ; - I I - _% �, . 11 � �t - I b - " :_ 1, �I 1 7 " I r, �-- I I i = 1 4 v �, i " � I - a I . - I � - ` I RIS " - � 0 I � f�, P I I I -!;I, FeIr , - � t'-_ I - 'I , i,vz1',! .-T P, i ig ,- (3)�, 1 � I - � - M, I *.S� � ! ,l.�, , I— , , it �- 1 I I � �!� WIN � 7 ,� . 0 iz, Ox ., � " - , � - - � i 1 41 � � � . LA � *21 ,- I- . 1 2 14t 'w� , - I __ --\ - I I �] III -1 � � - I ---- � - � 1 i pt�- �_) : -1 , . I W� 21 - - -I .1 . I t � � I e. �AAIEUAA FEMALE 41. R I I - , � ! /,,,n.`4`/�' M -S - - I It I W � - ;I , l - --, . PAN11MAIX PLUS A, , 8 L 'i"M 1Y r i- f 2 ' . ,/a, UP, THREADED . - - - - T __ � , ,1.,�Uy.. M.S. I 7)6.3L3,2' WeG - .- _ - -11 I EX. - 101 .OTE ,A mum) P f'OHIA ,2 ilz � ox . � % U, I -, �, 4� : I --E,-, I ,i , 1. I X"OR 14/4200,41 .I - * 2� X-.A I Y�:. V4, 0, solly - . I RIC, - � 11 T 250 I i/i�/�"`:t-li�MW.",�10.,"ITR.Wl�. . � lHLQU- ED - , � 2 T i _71--HOIC 1 A e,Eolt) T� volom i: 1 .7,111, - -L -1 .E.E` 'POU PIT FLAT OKLATEE I , � , 0K Cwt 11 , - , " -, I IAS A/ 7/3'00/�2' - . I to PANICAMIX PW% , IH426rw Ra wit, 1A RE �, Iii . ,-- -1,,W� . W1 " 1; 9,=vW','2T` ST ll�- I PENETKATION a 12 a � 11 - I � � ; ON, D I, , "JOW � - -,�,*. LAD SCREWS . 4- O�c w/ - I I i ,I V I - p�j - m I I/*'. ,AG SCREWS 0 E' 0 C W/ � , Nil- I 1/2' - NNE.= PERE R-T�cll ., ( 2' 1 . I�t�M� T-FIE000 PENETRATION WA ��` ALTERNATIVE 2"w_ , I DTH Of P�T[ MQMWTING 1 I - .,� . � , - wax. SChLE t/4-- ; .. wwo, 1w ON CeI r1w , � � "i PLATE KOU.,ED FLAT ERNME I "W - . �. �. V 11 - BUIL5��TING SCALF I/A*.I' : I I . - 11. � U � , , I 19=1 - � .. �AM_J NTIN9 ALTMARVE, 4" I , - -, - �� , 1LO I A - - 1. INSTALLATIONS ARE Ctk,� VAUD rag SLWTKGS WITH A S D DESOFt LOADS FT, SIDA,LE 1 1, - I U. 70 .60C, -75 3 PI AND PANEL'S, tEWTH UP TO V-W, *i:� A "'TTINIHI10I - , W . _,.".= a W Ilk Ill. I �� 4 ,14 __,"11 I , gfjWA , - R !!� I "., 1� I 2 TOP NEW *DOD FRAME CONSTPUC1ONt WOOD Wmass to BE SOLITHEAN I , .�,�,;,_ 9. " VALE 1/4'-wl ......... 'Is PNE � * -, I N, 2- W/ SPECIFIC, DENSM or 015-1 m rOUA1 - .; CE I I", � , \\ w ,,!�� 1 ! . -_ i , FLORIDA BUILDING CODE (High Velocity Hu ?come Zone) i - ------- ROTTE 1A, z - - - - ____ ! . = � .--- � �" lxl�_ HC. I'F i 1; = fm . - 20 GAGE GALVANIZED STEEL STORM PANEL USE or sao, RAui # A-, TOP AS *; : * E : _11`E`L%1=T1:§, -=-.-, .-m ,P'n , AT an U.. B.D OH HOOK; -�EAVCP __ I � . ., - . A __ = _ armq 1, I : I Dw ON ,000 'Es HST I "IT'r cez - - S --'� STA 0 ( . - � . � GLO PROTECTION PRODUCTS, U-C, '"'n"U'"Me - __ . , �� , l?k. _. �___ /� "11LIEC `W�- e..- __ _6,_-� ". i" 0 fmc � I "a", "" *-ell "' "Ona"S �� .. - 1�1� �..IUII TA., - 11.1 El SRw - - - 1` ".-. - . q I - - D"R. 11 ""ll "I'll *� 20-176 we . BOTTOM WAINIWI CAN K GOMETNED N MY I - , M I. t W_wt= - - 11 .1. ,.w: I.D.)UM-11�H". 1. (I.A.-m WA, To SIX, mo , / - IN* "BILH, -In, I i THSTALUArToN, SOULE, 1/4' - I- , M, - D,__w,l; . ::::!n!!t:#_ DRUMANG ft. OF SIIAL,T�TUWa7E PAL 'E ! m A� I - � Halt SHUTER TRAklis NOT 5-U" `0A CLARDY M. Tw 41" 11, E, __ !W!, .w , . I ,,, -1.11, 00 , - . - :::::::,:, ::�� I -----I--- ..... � .-I . 11 - I I ------------ _____ _'. , -, , , " , A PMSURE WIN I . . "I'll, MUM 2/4 1111M. 1/4. 3/4, 4/5, 5/5 & 6/5 (UM SINGI F PANEI (1) LENGTH "O SCHEDULE ! STORM IW/6, 2W/6, 3W/7 & 4W/7 A INSIALLOam 19A_ - - - Qf< 9k WOOD (t) _6 MI AAAC'NOTES(SEESWEDULEON __ _ _ __ _ ___ r wx 1: MIN 1 _ __ __ - SHEETS a. IQ All) _ ___ --- - - _= � I' MIN. : SINQU PANEISM LIN - m-LI-LA0 6 -0 11 6 I AT 19E QR amom Ew_wa&1mmm_jx1_11_4)_�_ - _;__.__E_ 7- �_r__r� � --I-,-T-f--iT __ , D.M..02 1(1)-(�� r -I- -I- r 1 - -11 I - __4 --- -, - I - I V * m Lhe � IF � � _ . I �� MAXIMUM PANEL LENGTH - L-I�e OR -L-" (ft.) 0 1 MAXIMUM AS_D oescm CDKRM & WOW PRESSURE PxnNG INSTALLATIONS t (P-0 I. - -) - I- - 210 __�+ - W-0, , W-0, -ii-a - f2.-o- _11-8- -- ,w--;:7- ___:E_ .&O _E�_ �i._ - -i,7- ___ 4dr.0 po�f* p'_ I .--- 74 7C _ __ ai�___ __ _ ; -,r - - _9,_,T1 - --.-. _. W-9. _a_1_T1_ -.I--- ; ___ - _.___ - 60.0 _____ 55.0 _1��!� a I 3' ... :_1 __ &'-jj�� ___ 704; - ___f'�_ r-7, __ 7'-4- - __ * _;;��' 1 _____ 70,0 - __ 2SO 7�5- L-l�n_ 8A a I...z. 6*-7* 00 -i.-O. T--W-_ - - 90.0 - - 96.0 IOW__ Oi-0- 4�9* __,�__S, 6'-2- - ,P-4. __T_7,_:_ - ,Iii-6__.__i�_-_J- 5--y- Ita-0 I - - - -1 1150 __.____�!�� ,-,. I - . - I ,;-a- I LL __ - 1l; �_ I MAXIMUM PANEL LENGTH 'L+' OR `L-" (ft.) 0 MAWMUM AS. 0, DESIGN PRESSURE RAT= (P,-f.) (+ - -) CONCRETE & wow INSTALLATIONS if - L.- I I- - 2av ___ 2iO _±t��!L I2'-10' 'J'-0, ;JT�7' .1ELO 11�6* 70,-7- - --- L;_0___ _(0-:W --it- __ IV, 0 456 ___ .50.0 -- I---- ��. _ 0 01-6* 01-1. __-_�11 - _ __ - '. - .. . . 41'-71 __Ii::�_ ____._ �!:_ - 60.0 _11�_�._ a '-a, 1-In- 7`3" ______ -.- s3x ___ . - ?'-a* - ___ ___ -io- F �7_5- , _L-m!�_ 6�11. ___!!.a Sao _Z�isi_ 7,-O* _±L-_4L_ __L_,i:__ __ - aT___ �Wo`_ PIT 0 - - 1-1. ;��_ i77__,_T_7d;_ 61-j" _,i:__r ____7 ov:;i . .- __ si�� - I- 5, . ____1G_s0_ f-D.0 --- - __ 5,-1, - ILS4__ __- ,�_11. . 4`8' MIN SEPARkTION, TO GLASS SCHEDULE - MAXIMUM PANEL LENGTH _____!INIML1AM - __ � WIND SPEED C 170 ,".h WING SPEED > 170 ..P,h (TO _ �m_�_"N; T _Rurswiito LINNES TRAINED I REMYMNE0 __ 70 LESS I- ::F1 ____ - �" a' 5 I /A. '31, To go 1. . 7 112- 1 I >90 TO 145 1 . - _1 -I/,-* I I . 7 1/2' 7 1/7- I>10 To Itq - I- . I I- - UttJIUIIU PAWFI IF'W'TI4 fl.1 F112 A nIVFN MOUNTING CONDITION � . or 1�) U U ; I 1 i i " i I I 1 : , [ . i i i 1 1 1 1 I I I I I I iI 1 1 , I I 1 � � i I I I I L, i I 'i I I 1 L. I 1 1 i 1 � j �) I ! , '' , i I 1 1 1 1 1 , i � I I I J_ J L � ! 1 � I 11 11 LA L � 9 ,U I - L __ � 1- � 11, L_ � -J-] �! I ; 'I- I 1 3 "I 1 L __ _ i I �, - _1 I - I . � ___1 ___ - F - __ 11 , __ , . � I - i _1 __ - 1_11 6 � � I I l I I ; I C I I . � I -- 1 I I I 4-- - ! . ; I I , -7'4 __ r'C�. 1'! F � _1-4�v __ I ; __ - _4 . i I j 1 i j I i I I f . 1 i i I -T - 1 - - 1 - ! !#, � - 1 - I I _[ A , i - 1 -L 1 - - - 1 - - i ; UNBOLTED PANELS I I i (SEE SECTIONS AS ' I I , i J, 1 t , I 1 1 I I 1 I , � � I 1, , 1 1 1 : ; I AOLTED PANELS W1 �Z411, -2091- SS, M.S, BOLT W/ q5 0 FA OVERLAP . � APPLICABLE) I I 1 1 1 i I I � , I , I I i I i 1 I (SEE SECTION As APPUCAELE) � .. , I I i � I I � I . , I , I I I , � i ! � 11 I � I IS I I I J-11 "I 41 ! : I i i � I I 11 ft I 1 " I I I 1 1 i � I I I 1 i - I "I I � I � , , I t , I � I i � i ! I I � � I I I i I ! � I � i i I ; I I i i i I I 1 1 1 , ! . 11 , ; D�M..(�)� (�)� I I I I uli;i ; I 1 1 1 , I I - - - I ` 10� I ! i I. i I h I , � !_ 1.11 , I I - 1 I I . � i i i I � ; , I � I I I ; I I I - I -1- . I - 6,�, - - - ;;t i I � 1 � . i I ! , I . I I - � - � 1 - 1 1 7 I . I ; . ; � . ic I - - li 1 , L . I . - @.,@ r- __ - I r MAX _ 0 &� 6 "....L � � a i Tkj a I D, 1 I i Y. ,--- - il- Mm -&- -a�i I _j I- MIN I i Lo, 2/4 " MIK I /4, 3/4, 4/5, s�75 1*1W/6, � 2W/6, 3W/7 & 4W/7 � -- --- ------ANCKORS (SET SCHIMLE ON SHEETS 0. 10 &II -- -- - - -1 L Ll� ELEVATION 11L _ , . NTS, /I- ty., GAP ". - . -.-- . � � - ----_-- �_ T" - _____7_ -, 1,5;_,_�S. I 1 ,-, , mu ou, Ir ZT-1 "R.7. TOP 252 I Fix. .&P ,;2 m BOTTOM - 11 !-�- 2:m C= - D CT MOUNT At, . 1 32- 12- 1 .35" I as* i So' I so- __;W_ � a 1 S'XI.5' S1TwUD 38' 1 32' _m_ 32^ 1� =:e __ 42' " n3 'r TRACK _T 55, . 32' 1 42' _ 7 __f__ 60' I 60- __ -5- - But �M,JrIPWNDC A�. , SURES S - -0 32 - - 1 32 1 W '. w I -so - _ _f !�� __�__iF 1 50--j- = 3W . I �. 60'... - 55, I as* - Q) NMI Oil) L+� IAWMUM ALLOWABLE PANEL LENGTH FOR A EWEN POSITIVE A,". DESIGN LOAD. L-� MOO( ALLOWABLE PANEL L�RTTH MR A OVER NEGATIVE ASiD. DESIGN LQQ. (2) PROCEDURE TO WIRMIN' MAXIMUM PANEL LEIROTH4 GIVEN A POSITIVE A&D. DESIGN LOAD, DETERMINE MAXIMAIM PANEL LENGTH 'L-' FROM SCHETYLAII MEN A NEGATK ASJD. DESIGN LOAD, DETERMINE MAXIMUM PAN& LENGTH -L-- FROM SCHEDULL PINk. MAXIMUM A.LMARLE PANEIL UNAGM IS EQUAL TO THE M BETM04ED PANEL LENGTH BETWEEN "L+* AND 'L-', (31 BE SCHEDULE BELOW FOR WAL PANEL LENGTH TOM POROSITY QUALIFICATICTi I f ,%sYAtLLFT*Ns INTO WOOD ARE UNITED io � 95 p.At mAx otiso, ovem PRESSURE RATING I r ".� vL`CIV&V--!i01p FLORIDA BUILDING ^CODE (Non High Yetectity Hur Lconit Zan*,' . I : I * 1 : ' '� S' 0.44167 ` 1: , � 12M DUE= - 24 GAGE GALVANIZED STEEL STORM PANEL ". ORAWK, 0, , -,a, 11 * I E - - ;TATE OF '* :'t�--, I I / / 11LIE Z 0,. - " ,. GLOBAL PROTECTION PRODUCTS, LI.C. '"/" ea" .AnE - , - ��,."_ - t __� - .. _ - _ I-A-Z.-M-1-11 . 20-175 I--- 11 e � 0 . RJDN.� !Ik�),�`11.1 �� .600 3-0. $1 EVERETT DAW. FL sm'. ", .. 1. .,- , op , ,� il� i�a,� � t - -vell-I .,-,.I, _%=rl - __ Fl,evoE (q,W"-754L, FAIL (..iM-01*7 . __ - - I - I- - GR"`e`G ft IIJSTALWION DETAIIS--F-CR REGVLAR PANEL-Ll) ______ ___ __� IN10 WQQ-D BIRULITUAU 1� , , , -- � __ - -1- _ - - - ,- I - I __ M5i - - _�� - 11 1 __� _ I --.,-.- , I I . i r I �j I I i �, F I SEPARAIDIC - "I Cl) 1. " , I 11 - I I -, I I .1 I __ - -to GLAS& - q I WOOD ANCHORS 7". e . - �� _. It, (SEE SCLIEE I ;�! I t I �!! (SEE SCHEDULE ON i - - /.-_zIY,- 1�'. . Z�, . " I ON SHEET ,, .. I , r SHEET I 1) � 4) I"le HEAD MIS -ir". Ili I , . I I I , - t . 1� ;I 0 'le a. __ - 1�_; , . I t � - � I --- _=�_ �,__ AWFORANIEL I I F�� , , T-, 11 � � I 0 't wmiN OUR, r-.n - I 1, I I , , I "I , 1, 1� ---T-- - -,--,-- ----- --, I 'L* M... 01,51114 I x 1, I �i' I : I � N , j;;;5. - 11 - � - ------ f PANEL LENGTH , t i� - ' � U!, � HEADKR �,, WOOD - _ . � i I - � 20 WOOD i m I REQUIRED � I L _ ;41. .- , I i \ I (SEE SCHEDULE I" 1 , I i, I I E , - I" � ,)� R __ - - - __._ 1. 11 A� -1. - I - J __ ISE S= 1. , I 1 , �, 1/4' SHEET 11) �, � 'a 24""il= i I - - - a! � ;_ __ - - - I ON SSP`ACeN WOR I:, . �0 � '11/2-I kw = - , 1�1 . � � � I I I _SPAr __ - _C1 ) Q;��:L " . I � . a! - ,ER - I � I j - : I � I .1 �� , I . I _ LEAlm � .. � 2* 1 1 - I - , I wow HEADER - - � 2� I I � ED I , - I - - � I - I - I - I - I - I � I W I � �� 1 REQUIRED � MITI �',",� : 1� - ; :: ) I . I 'I" I � I I - - - . % I T I . � jij;EE] I - . , - I Iff I - I EQ I C, ) I 11 .. . __ . I I �, �� _,1 I ' ';--7�- J_ I i I , I 1. I ; 11.,� I �; ----------- - __ - I I I I : I i I ._1 . i r I I � ___0 I - MO. LONG ALWNLIM ik�)* 12 1/2-1 11 �� __j , - I : I I , .. . ;; OC� (SEE TABLE #1 ON SHEET IT. i I I I :t , w". I I , , i Set NOTE -' BELOW FOR UMEATIONS FOR - --co It i �: 11 I SEPARATION I .I.. i � � 1 1/2- LONG Steetivs. v MAX. � � I � " � : ; I I i I I "I "ENOTH - TO CLASS� - PANEL _E1 LENGTH " � � I � � � I ( I I � (SEE "EDUlif I I SCHEOUU` ! I I 11 (SEE � 11 ON SHEET 3) (SEE SCHEDUU I I I , � � ; ON SHUT 3) t., I ON SHEET 3) - I 1, -PAMID, MATE FEMAU 10 Oil PANEL MATE I—-, - I ,� :1 f ; i PLUS (SEE SCHEDULE ON SHEET 11) , I 1i __ - - - I I f ,/.�� I I ,., �'o MIT. 1, � ; � v` f AT � I cli I I 5 I 11�1 , I W TOR - I ' I , ,,, , WOOD - - , EXISTING � _, [� ! UD'an, 00 71-V) . � TO GLASS, � EXISTING f GLASS - _-, � ,_iN PLATI REQUIRED CLASS i I � , 'O =pf -- -i --IV I , � I I N ! . A- 4�� , I I DIRECT MQUNT - _ `___ 1- I * I I I - ,A- ��A� - -1 - I I t - I , SCALE- 3/8.1, "14 I I I 1 f (D ! I , i I __ I " � 0 12 1/2� 0 C_ SEE TABLE #1 ON SHEET I I FOR MAX, PANEL LENGTH' , All BE , m I 'I, I � - I I MAX. A -SD DESWN LOADS FOR THIS INSTALLATION, OF "' , I t I � "Y i t I to , _� I 1 &W , - I __ I , I � , - � � I I ! _! 1 1 ; T I T. I -1 I - I 1. i - 3 4- 12 `1/2- O.0 4 1 1 i, 1__L___j - - I 11 V 11 . __ r � " __ i , ._____________________ ED , 1 ! I I i L_ - - I � - J, _ WOOD ANCHORS I * * sor- ! I I I STAGGERED W/ STUD eo - - ____1 - _11 .- I , w f; � - -- , � � � 11 f - I k - - - -A--- I I - SA AW K 1 1/2' LOW F. I I � , I . � (SEE SCHEDULE ON � . I I : I � � � V) t 15'-Q' I I j , �. -4) _____ ---,-- � r SHEET I I (1) WINAWITION IS �M TO A ONE STORY BALDIMM WITH � , , I *mm. I I I I �, I " "EM, R" RE mes Is A mmom Few MY .Y.. a" , WOOD 2 � I I � I I I LATE T� - I I � � I I 2 � WLM-- MIDOW CURREI INOTOMBEL ON SHEET 1 1) P EQUIR� � , �� D WOOD ANCHORS i i I- l� Yet � " , , , I I I � , � I ; ' � 2*.4" moo �, 1.1, - -, ,; �_ � I I . STAGGERED W1 STUD RE ,=I �] � -, : , - I ANCUORE W" THTU COMPONENT RA IPANXIL MOF PO4ALE O 03 3 ,x H9 "11 AS i - , "Ll PLATE .G.D DID � � I ON I � ] i � - PANM MATE PIANO WU BE SPACW MAXIMUM AT 6 / :, � 7 I I (SEE SCHCOOLE ON, =THE FOULOWIMIT CONDRIC06 ARE I '-- - - - , I , A, O,C I Xalvitic. I � . SHEET I 1) 1 " I I mft Ts A Allsmomw mu 12 ve mk� iftewo i SHETET TO. 11 _1 : (Y) MAI" ASO Can" PRESSURE i I - Team 1, I I . � i . -65 -A. I 1 (3) WAX, 24 IMAGE PANEL UVORH 5 URGED AT W AD MAY OPEMMQ � - - I - - - i ORIS 15 A ROSTRIXTYKIN FROM LARGER PAM LENFRIS ALLOWED ON I I UO MAXIMUM STORM PANEL LEWTH Is � WALL MON I DIRECT MQUE 1 snqmL,.L Slim 'I). I ; 7112 i � WALL MQUONG i 0) mm PAM 7=z% .0%LY I � (4) I 117' UEMG SPACIR COMPONENT IM SHALL BE AS NXCATED ft I INTO a EXISIT SCALE 3/43.1' ! SHEET Z IMSYNAAGON OF I ;a LONG $I*= IIA G, - : ALTERNAME I w I i I WAR) FOR WIND MINES 1. 22m 3 AS mm" BY ASYM . E-l"I ANT, 14 (7% ITMON) OF THE ADARA ! SCALE 3/8-1' 1 0) PEFTAUNTION W, *I',"- - i i 8"'MANON'to I Cem I I ZONES L, I & 3 Pm A" r I 4 INIA-081 i Y1401011114, � I ot A, � I , ��---.------------�--�-,--"--.��-- __________JI T14 1_____.__.______-__-__J -_ .." ... � " ".. NOTES, ., , \,Nr.E 1, FLORIDA BUILDING CODE (Non High Velocity HuTricone Zone) i _QE_sECj=: I INSTALLATION ARE ONLY VAUD FOR kW, kS.D. s .1 00m PITEM. A,c QM31I - . z 24 GAGE GALVANIZED STEEL STORY PANEL I " * - , = OIA_ Im, DESIGN PRESSURE RATING (p.s.f) AND PA.NEL LENGTHS 2 -- * :*= N 1. TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEEC 3 �EXCEPT FOR = . - 0,/"/"m COMBINED fN ANY WAY TO SUIT ANY ALTERNATE 2W) � I.. S G� -_ * � \ GLOBAL PROTECTION PRODUCTS, LLC. f INSTALLATION, - . ECOINC. Mir �, �'IORID .� ___ - TILUIT TESTING, IF EN 4" S'.. fil SIREE, '......1. OAHE FIL �A 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD I I C01- � .". - .. rF� = ... -1 ,,., ,,lt, PNGFE� vcH)_T_. (TA5', _11'r, TO BE SOUTHERN PINE NO 2. W/ SPECIFIC �� " 20-175 MEMBERS - DENSITY OF 0,55 OR EOUA1_ '"AftopAl __ cA,TXAFPvA 1!��__ 1-1-1 - INP, vRAWw He; 10,lYm 1�11wo_" I I - __ I I I swkm 6 *, Ul - __,_.___,, ____ - __ ----,-,- __ _--m-1-11�Zt-A - _.L�.J________ - I I __ r-------------------�_.__------- 2ENERAL-R= ,C) io i, -ix5nma-ffp.QD-*N-SPZ-E&flwiL-.�L-�.a.,-",;I �1�111wf��-,A_J,__ �111.11- D1A01C1Ul!EN_T tPED.) 44S EM VERIFIED FOR COMPUAOCE IN ACCOETOMCE - 1/4-0 TAPCCIN ANCHORS, AS MANUFACTURED BY TIM BUILD", INL. WTTN TNE 2020 f7th EDITION) Or THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PAKELIUATEE F1301E to ,FID PANELMATE PLUS ANCHORS, AS MANUFACTURED a FLOG CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES DAWW-DADE / BROWARD COUNTIES), - i/4'0 LAD SCREWS PER N.D_S DESIGN WIND LOADS SHAUL K DETER41NEt AS PER SECTION ISO OF IWE ABOVE MENTIONED CODE� FOR A BANC WIND - I/VG** � 5/8- WOOD EUERING. AS DISTRIBUTED ED, All POINT KRtW, BOLT & SPECIALTY no. SPEW AS REQUIRED BY THE j0*0OWN WHERE STORM PANEJ WU BE INSTALLED,, AND PCIR A DRECTIVILALfry FACTOR KO -Pa, USING ASCE 7-16 AND SHAUL NO EXCEED, THE MAXIMUM (ASID) DESIGN PREMRE RATINGS INDICATED ON SHEETS r 1) mitumum THREADED PENS:TFA701 INTO WOOD OF JApro" ANCHORS SHALL BE 1 1/2- AND iT- FOR ELCO PA,NELAATE mw� 3,9THPLI 12& I?, I& AND PAUNELMALE FEMALE 0 IN ORDER TO WAIRY THE ASOVIL COMM11011, ULTIMATE OE-S4GN WIND LOADS DrFEAMUNED PER ASCE 7-10 SHALL RE FIRST REDUCED TO A,$.D. DESIGN PRESSURE EWING BY MULTIPLYING TDJOJ IN U-6 N ORDER TO COMPARE THESE W,1 MAX (AS D I r- 2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE "�/rj;IYD40 THREADED DESIGN PRIE-W-IRE RATINGS ONDICOU) ON SHEETS 3, 9 THRU 12 & I,?. Ili, PENETRATION INTO MCCO SHALL BE CONS40EREO AS PART OF THE REQUIRED THREADED � IN ORDER 'To ARIFY TINAT ANCHORS ON THIS P.F_Q AS TESTED WERE HOT OVER SIRESSW, A 33% INCREASE IN AUCII STRESS FOR WIND LOADS WAS We USED Ift THEIR ANALYSIS FASTENIM SPACING TO WOOD HAS BEEN DETERMINED IN C,1) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL 81 AS INDICATED N -,�TS DRAWTNC ACCORDANCE WITH WD.S. 20;& STORM PANEL's AjOEQUAT,Y FOR wpACT ANo mNo REstsiANCE HAS BEEN ,,ImYTED IN ACCORDANCE mr. SMION 1609A.2 OF CA) MINIMUM PENETRATION OF WOOD HUSHING S�&L BE 5/6' 1/4' �20 SCREWS USED SHALL 13E l 1/2' tONO MINIMUM TNE AWa MENTIONED CODE AS PER AMMCAN TE LAS 01 SOUTH not REPORTS 1081401-01 AND 00219.02-09. AS SHOULD STUCCO EXTE7, AND C MINIMUM FOR WALLS WITH M STUCCO PER ,2_99 & ASTM E 330 I 2301-10 AS pm 1 1AS-01 AND TAS-203 PROTOCOLS� AND AS PER C-LCULA71ONS PEWOEMEID IN ACEQRnAW,C W/ Se,TJON 1604 OF THE CS' IN CASf THAT PRECAST STORE, OR PRECAST CONCRE7T PANELS, STUCCO 09 WOM BOARDS BE FOUND ON THE EXIVINO, Ft DkI04, ttljl�mllc CODE WALI_ ANCHORS SHMLL BE LONG ENOUGH TO REACH THE MAUN STPUICTURE BEHIND SUCH PANELS. ANGIIOWt SHALL K AS MENTIONED IN C 1). C 2) A, C. 4) 2 LIL AWINgm EXTRUSIONS 10 HE 00151-m ALLOY AND TEMPER (UNL�ss OTHERWISE NoDI SEE SHOT 2 UTY) ANCKR5 SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 01 THE ANCHOR'S MANUFACTURER 3 ALL AUTPANUM SHEET Mtl'At USED AT CTG$URfS SHALL HAVE 3TQ5-H1,T ALLOY, 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN 00 5-ECTION I THROUGH 6 ISTEETS i$ I 4 ALI SVM SHEET METAL PANELS $FKI KNA STRLKTURAj QUALTrY STM, ASTA, 4-653 CRA[JE 00 MINIMUM, C-60 QkVAW.'ED DiROUGH 6) EXCEF` THAT H&0QEfM(3) &(g) SHALL N07 RE USED, S71EEL UrS,VNAJ*N WIFY� 922 ILH (AFTER ROLLED) 9 1 SHALL BE THE RESPONSISGjT`f OF THE CONTRACTOR TO VERIFY THE SOU04ONM Or THE STRUCTURE WHERE SHUTI R I$ To BE 5 ALL SCReVM� TO BE STAINLESS STEEL 30A OR 316 Net BERES OP, C04FECO" RES)STAN'T COATED CARBON STEEL AS PER UIN MATIACJ�I41EO 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME IL M 500!6 W1 50 ksi YTEUI STRENGTH AND 90 I- TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING COUPE SECTION 241. 134 In CACH REGULAR STORM PMEL WTTT,. LENGT�S OYER 90". AS PER SECTIONS 1, 2, 4. S, 6 AND ALTERNATIVE$ IW, 3W & 4W ON S-UTS 4� 5. 6 & 7 RESMITNELY SHALL HAVE A LEGIBLE AND READILY 1ASIBU MARKIN* INSTRUCTINC OWNER OR TENANT TO 6 WLT�_ TO BE ASTIR A- 507 GALVAHJZLB STUL OR AJST ,RI4 SERIES STAWLESS STEEL VAT" 36 K,ei NIMMUM YIELD STRENGTH SECURE PANELS WITH APPUCABLE �JINFORCEMENT DURING. KRIODS or HURRICANE WARNING 7 ANCHORS 10 WALL SRN,t BE AS FOLLOWS I I, THE INSTALLATION CONTRACTOR IS TO SEAL/CAVILK ALL SHUTTER COMeLTI EUGES WKCTI REMAIN IN CONTINUOUS CONTACT WITH fHE SVtLDtNr TO PREVENI WIND/PAN INTRUSfQN I*) TQ_"w.NG_?%1=__f.QN0= - I/ '; W.40FACTURLD BY I I W, BViLOEX, NC (Wr 1'" 97 p"', � 12, STORM PANEL INSTALLAT-ON SMUL WUPLY WHk SPECS 2,40rCATY0 IN THIS ORAWNG PLUS ANY BUILDING AND �ONTNII REGULATIONS ANCHORS A, - I,�4t:f�TAPCCIN - - PRO64DED 01 41E JURISDICTION WHERE PERMIT IS APPUED TO, I, P/! ANCHORS, AS MMUFACTURED BY MWALT INC $CALK-1h - 4/4'. 1 31. L 0 - SO ANCHO95� AS DMIRSUREO BY All POINT _qCRFW� BOLT & SPECUtUTY CO I3 (4) THIS PRODUCT EVALUATION DOCUMENT (r.ED) PREPARED BY THIS ENGINEER !� QENMC AMC DOES POT PRWDE INFURNIATiOH (01r, r'_'CBG 9, '') ' FOR A SITE SPECIFIC PTYWOT. ,* W14ERE THE SITE CONDITIONS DEVIATE FROM THE P ED #14-0 PANILMAT EMALE 10 & -'ANELMATE PLUS ANCHORS, A' MANUDACTURED BY ELCO CONSIRUCTION PRODUCTS : ,/A.. ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY DEWALT, NC �b� CONTRACTOR TO VE RESPONSIBLE FOR THE SELECTION, PURC,,IASE AND INSTALLATION INCLUDING LIFE SAFM OF MIS PRODUCT BASED ON 'HIS ITE.D PRW,OE HE/SHE DOES HOT DEWIE FROM I.E CONDITIONS DETAILED ON TYT5_ DOCUMENT A 1) MINIMUM EMREDJAEN-� OF tAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 1/4� V POP ELED FAHELMAtL AND CONSTRUCTION SAFETY AT SITE ClS THE DOATRACTOR'S 9ESPONSTS"Y 1 �l/4' FOR 7AMI N�Uhl ANCEORS. (,,) THIS PmovcT evAwAraN CoDumENT, WILL BE CONSIDERED MAUD IF IAODTIED 12) CALK -IN & SGUTD-SET ANCHORS SHkL Of EMBEDDED 7/e" INTO THE POURED CONCRETE HID EMBEDMENT INTO - STUCC SHALL S PERMIFTED. IIV 4-20 SCREWS USt'D SHALL BE T 1('Z" LONG MINIMUM SHOW STUCCO EXH5T, (�4) SITE SPECIfIC PROJECIS SHALL RE PREPARED EN A FLORIDA REGISTERED ENGINEER OR ARC-Tiffro W111CH IMUL BFIOMT -it, ? AND I MINIMUIALFOR WALLS MYTH 'NO SIUCCO, AND MAY BE MAUD SCREWS OR ALL THREADED SCREWS W/O HEAD. IDNOINEER OF RECORD (LOR) FOR TEE PROJ �CT AND WHO WILL BE RESPONSIBLE FOR THE BUT WTTH WING NUTS PROPER USE OF tHE PED, ENGINEER OF RECORD, ACTING AS A DELMATto fNlrUkESR 10 THE p 'ED ENGINEER SHALL SUBMIT 10 THIS LAITER TRF STY, SPECURD. OFIAWINGS FOR REVfEW_ A.3) IN CASE THAT PRECAST STONTE, PRVCA5r CONCRETE PANELS, PAWERS� I-MCCO OR WOOD BOARDS WE FOUND ON THE EXISTING. WALL OR FLOOR, ANCHORS SHAIL RE LONG ENOUMi TO REACH THE LINN STRUCTURE BEHIND SUCH PANELS (t) T4S PE.0 SHALL BEAR IKE DATE AND URIGINAL SM AMU SJONATURt. OF 114E PROrESBTONft ANCHORAGE SHALL BE AS MENTIONED IN ,1) AND IN k2). ENGINE& DF RECORD -jRUJ PREPARE() IT r-92 14 SHUTTER MANUFACTUIYER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAT AT , IM (8) TC_EXQ - ON S`GR I,A` Tt- L_-LOCK I ft ASN_ _ PANEL S14 ER IN ACCORDANCE VAIN SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL - t1V 0 TWCON ANCHORS AS MANUFAOTTRED BY I I W BUTYLEX. INC, STOLL DEUTUAC OPO,GNG, LABCLIND TO COMPL:1 WnTi SECTON 1709S.3 Or THE PUDNE.N.O.R."'E"" - IIV 6 ,t 7/8� CALK -IN ANCHORS, AS MANUFACTURED BY OCIATALT, INC ,,,,,,A a ILI, , - 1/4-0 X -/A- SO' 0-SO ANCHONS� AS DWRIBUTO BY ALL POINT SCREW, BOLT & SPECIALTY CQ #14-10 IYANELMATE FEMALE IT) AND Pk4ELMATE PLUS ANO,DRS, AS MANUFAMREO BY EILCQ CONSTRUCTION 111mil", : 1/4' 6 ?A" NAIIJN ANCRK. A.S MANUFACTURED 91 DI IHC . .', - Sl) AGNINLM EURLOMENT Or TAPEON ANCHOR', CLCO PANELMATES AND 2AMAr NAIUN ANGRGR� im. E - `� _ . ALOCr UNIT SHALL BE I 1/4' - I ". \�f ____ FLORIDA BUILDING CODE (Non High Vsfo.ily HUrlicona Zone) ` fjqt,44 67 `�. zz: .." � - 24 GAGE GALVANIZED STEEL STORM PANEL 11 R_z) ak"N 15, SOLID -SET ANCHOP', 5HA"I BE EMBEDDED 7/r INTO rHE CONCRETE B&OCC9 UNNP.. . E_ DvENt - �, AT � !, ,UCCO SHALL BE FERMfTTED� 1/4� X-20 SCREWS USED S494L BE 1 '/2- LONG Ik.'NIMUM S�OLILD I 0 rYiST, * - - i I &440 1' MINIMUM rM WALLS WTTD NO STUCCO. z , .A,I- . � / ' GLOBAL PROTECTION PRODUCTS, LLC. IILIECO..- - ,'. STA F � \ GUY, � I . _W__ � _____ s � I � ED CAS kECkST CONCRETE PANELS. SIUCOO CIP WOO so�n K 'a 1� TILLIT I It E-HOUNING - tSo 11 ? - 0 :4 - I .. GW_ IL �31- .,. , .. .. ..,_ _T= '_ 20-i75 C,oSPNG WALL, ANCHORS HALL BE LONG ENOUGH TO REACH `D* "N STRUCTURE - J zpsl �/ = z - , , "" - _T___ , W _)tIe-, FAA, BAM)m I'll I )"'. ANCHORAGE SHALL BE AS MENVOINS) IN 9-1) "D IN 132) S/Ai*11111 - _ - - .'11'fi",;"'tN`+4sv11 -Z %AL,'w_,TU,e:/aAm - ,A_e(XKI7l,, 1 - I - - NALTERL �. DLU` 11 FE ILOMA W, 4 .1.7 :�� =_= - ____ ______ __ I I - INSTALW19N DETAILS FOR REGULAR EANEL d) ___ 1L4T!D POURED F" OR- -, �NETE 13LQQK $1RUCTURES CONCRETE .---C __OqXS��WNGC, POURED CONCRETE I _RTSTING POURED CONCRETE I R RETE BLOCK � - ,� PEWArD , ,,, 4, CONCRETE BLOCK ,�'��--J-� REQUIRED. I ' NCRETT AW -, � CO ,HORS - I 1�1,i:� , - " - 1; '� -9M ANCHORS "". ,� - , 1�, ',�, _. iC CONC, �q :��'��fl; (SEE SIDNE , � ,� � � EOLILE ON 1, I I Slims 9 THROUGH 0 1 AtIle", � - 4) � (SEE S!CD�EDUU ON I ��;.,, I 1;, , ,-_,, Stwf= 10) '�' ,11 11-1 11 q) EXISTING POURED CONCRIET OR - A =1 � ,L ` z �_! , CONCRETE BLOCK - 3 " 0 ,_ - � - � - - I 1 f/2. I 1/4. 4 - , - � p � ,/2- 114' nOORE 1 -01 - - - .�/�_I, I i"1 , - "I - __ -----.-,- k 1 �,.",,�', I Jy.m_ , - - i � I I fi��, _ CONCRETE ANCHORS . � �,',4 ', i , , j � I I � I � I 11. . I � (SEE SCHEDULE ON , "�/', . SHIE11 51 THABILIGH 111) , I " E.r �, I : � L -, - ", ,��M""-,�-� " M, 1 - .. , � I'll, 11� - I �� ; [ ; ..; -1 __I _;, I Eof �g Ir, - E-4 I i I I f I I I I - 1 CiD , i IT, 11 i [ , cu I i 0 ; I I � _ ___ ..... .. ,"', __ A- - 1 - _ * 1711 -I --I I - 1- J 'p--mi.l., IL-__ 1 - __ -.11 _,___,i__, 1 11L-2w,- , - � a �H._ ___ ___ _ -'s-56"'I" E,b� ; i i I i r- wf�. 'S SIT , - - , '0 I SEPARATION , I T 4 -AT p, omw ___ ,I) GL 5 - - , L w Poll AVAL - I I , , ", EUSPNG F (SE, SrAlo�,_`, I %. M.A� � I/ ,� -L-- 11 SFPAR - "r , "I Per ,vi PANEL. A TO St - LENCTITOWRY -An ( SEE SCHEDULE " I I "' klll : 1 � &�i=-4 ON SHEET 3) 1 i I .1 , " I PANEL LENCTH i I - ON SHEET 3) I i I I �:� I t E I ,:� (SEE SCHEDUI Ill ;j ,'I i i . �_ 'L kk, I .L. Me.. ! I ON slim 3) i- I 11 A 0 1 i PANEL LENGUH I To GLASS, a IT I ( n (W SCHEDULE 4, I LENGTH . PAN (See SCHEDULE 1 1 CONCRETE ANCHORS I - - f 111-1 T L LE ON ISEE SCREW I ,"' - (SIX SCHEDULE 17 t I I ON SHLET 3) I., Oil SREET 3) 1 A - 1 I ON SHEET 3) . , --A I I ; SHEETS 9 THROUGIm 4 1 - C1 I I wx , ,_,iti;,,�_, -, ,�, z , " , -, i or *c , - I 1,"i" tP ':�,,�,,_ fl, - MAX i � EXISTIN-A-IT GLASS 11 IT ; � SO, I—- I I =11B 1-i r___ I i ; [ "', , _,!� ", f "I 111. ,� "'.-, $, 1 ., I I �; - - ""':I�, .1 A- , � Or "r I � : , 73T, 7, ', "T 77 ', i - " -1 ) I " * IT , P, , " /K, t 91 �11'_11'�,�f� ' , , V. MAX i 1, I- �:,1,11, 4 :;,�,:,��' ,,`,,,,!�-� , ,,, I T �,�,'�),p, i , ', 1 I i I ,�'-,�", �� i�':, ��i I 1- � E D. 4�4 : I- - - &�it � - 1, � I it I � ED. " '.�' .. I, 1 . , I , I , .I I I �2- I ��' " t, - -,,. I I , �. ,� I. EX,TjING P I I f_!� I OURED � I I , I I I ^ " C50, � I , 1 I I I -Y - . . 1 12 1/2- DO., CONCRETE OR __ I I : (AS APPLICABLE) I - 'L "' `H`XW"Ea I I __ � , 0 _ __ IN v.Ww m � OR , (_) _ 1, 1/4�mr ss. WS, */ NUT CONCRETE BLOCK I I 0 REOUIRED, I I CONCRETE ANQ4OR5 I I'll _ I , HOME ON I (SEE SO I %<, I I � � __ � - I '. ___T,_L ,_1 7 - � � -i -�, _ , � � '. - " , , le '? vT � , 1 - Ali,.. - -1 � I - .1 1;� . 1 SHEETS 9 T-kfNI IQ! �� . � �, l, �,� _ ,.. ALTERNATE , , , "A . r � 1. W/CIONLY WHEN SOLID ,&,: SET & CALK -IN ANCHORS , LEG LOCATION ,,,�,� C4) ARE VO4EN - EKISTWI POURED CONCRETE OR COWRVE BLOCK I ALTERNATE CONCRETE_ ___ 'I'D POURED CONCRETE I CONCRETE ANCIKIRS__ PARELUNVAM"AtS ARE USED. REQUIRIDT, ANCHORS bVITSCMCRIETE BLOCK KOVIREO STAGGERED W/ STUD (SEE Scitmul,t am (SEE SCHEDULE ON , SHEETS 9 THROUGH 10) sN.m 9 THROUGH to) BUILDA&� SCALE ,3/8-1- mAmT* SCAL4 3/it-1, WALL MUNTIg,G al DIRE0 MQUNT 3 a -I' I "w0t I IfH,,f9Bt,,,A�, !�, T�U .., :` � �. ,. , . , � 11 . - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - ______ __ __ -, N= FOR C MBINATIGN OF SECTIONS. F-0. - EDGE DISTANCE (SEE 5CHFDUL ON TOP & BO m M UNTINGS CAN BE SHEETS 9 & 0) COMBINED IN ANYO I TTO WAY TO SVrT ANY I .1 S .' 0.44167 '-. z = = = . - -_ . = * j * , �� -:�'-. STATE 0,� 'Z-_P!� I - _� A . V� I!ORM�.,�; �/ ,, 6, � F 4laO. ELT= .T. 2A CAGE GALVANIZED STEEL STORM PANEL I - __ I GLOBAL PROTECTION PRODUCTS, LMI mme, st, I STREET -LIE T� �-C_0, -..L- -, �_, I GAME, I 3ml . I 'L - .. - ...mz - - 1, AL M, ORNAH'al, "'�/,_ 0-I75 INSTALLATIOlst. ,W /; ', "I �, /;� ,�.4,iA�� ... *iA .'m " ."i - . : me'.-Ae, , F.: � ITT,- I.Dw-. ,_ -w �� (,),I, _,"' ItAxi (05.)Rw�sm - I- I 'J� . A` , ___________ #44 I I I nlwlux f WMIUR A m"IT'I" P. � � �� !� �, - sw 4 w,a __ ------- __ - . Ue 1 M12 - - . .. I I ____-, r___ ____ ____ I INSTALLA-TION DETAILS. EOR REGULAR PANELIATO W99D I - 7., - - - - -- -1 I . � . I , I I . � ALTERRATE LED _81, cmim) EXISTM WOOD I : , , I I �: - --- ____ - - - LOCATION - KAM REQUARE0. STRUCTURAL __ - � I I . . . - �t� � 1 I ; , 1� �, ADEQUACY G � � � � I , or -,,r I � I" -_ BEAM TO BE JDMEII�; W*110 fe -- _,4- Eot ,� , I __ , I ;, REGISTERED ENOINEER R 11 , � , - I"_ i�� , , � � I � - , - 2 ` I "I �, .,� , , - �@ ARCHRMr PRIOR TO SHUTTER , � - � I IMSTALL,kTION. � �', " , - 1 , � , 1 � - --��'�` : - " M,` - vw HE, .SHTA HLAL - 'i , WOOD ANCHORS ALTERNAIE WOOD ANCHORS - �� -, I t , . : � - j§EE SCHEDULE ON (SEE SCHEDULE ON � - OR � . " _EO-1 ED - , , , SHEET I I) Slim I 1) " - - t.� - i-, - �,"'?,V " - ./ NUT R . ,)� =_ I � . - � I .. j C � I r-1 "11 , i 'p, , I . I - I - --V= -_ _ MAX. _ _ _ __ i WOOD HEALIM - "I. -If -fill il -, - - ___ __ I - � , REQUIRED - vi'__ . EXI t �. m - - -1 I I ---I- --- -,w (* , I lwfiL4 . I � a ,/A, cc, " ; ,� 1 1 wow AWRORS oN____ �� - I :� 2, ,, �, I I - - - I I (SEE SCHEDULE , : I ,� 1 I I I '. w, , I Skm 11) - I _ .1, . I -1 � - _�i- ISEPAPATKQ . El TV - � , - 4 I , ( 1) - i I , GLM.Cstr , i F i -) ; I SCHEDULE I 11",*9 t , I Lj 0 -A I ON SHEET 3) m. � I M;.� SEPARATION TO GLMS� : � t 4 Am ,-I -,--,.f --- � r F5,11- SCHEDULE ON SHEET 3) 1 %* MAX . L I ___ __ - - , �. 111'1;a� =-="�_Iw) ! S_ - 0 (PANJ LENGTH I � _ AT EK. -0�_i,; v" - - - I % , I , , , zr= SEE SCHEDULE PANEL LENGTH I I_ --- I ) 0-,, I A, ON SLIM 3) __ - . Len SCHEDULE EXX '�, , --] I �� , , I t __ .. I � 1. I - _�: _ - l ON SHEET 3) - -r� 1 -1 -- i ,�, , � ,� j __ -, - ,,, - _%_ ___ ._, --- _Pn - -1 I I I - D -v - ' --- 56% ; " , - OF *L, I I i wx IT L ') 0) A"� OF *V � ; 11 I : I ' (4:)- - , ,- - f§11 NA_x � .� - i , , I 11 It T 0 12 1/2- OiC � I - � __ - .. . �. I- � f _e 71 I I ED :, 1'� 1 1 , � 11 21 I No FINISHI I I !- - - --,�,I�t - I L ALLOWED ! 1 - I. - . .. I - . 'IQ I I- . - iv I oc 1 . 1. - 14-1 . . - �� " I , 14 - - I I 1 1 - - _____ - ; � - : ____._ .1 I I 'I � - - ___1 - - __ ,- 2*XS" WOOD 2'.4* WOOD PLATE I - I.. - I � I I . I I- - - � - - - , ': DECK REQUIRED PEOURIED � , I I I ;� wow ANCHORS - - (SEE S LC ON - _C_ I � . - _.: � �: GNECU I � , I � ,: SHEET 11) (SEE SCHEDULE OR - __ �K!____ __ - - - I 11 �_ =_ SHM I 1) �'�7 . I i ! " - I I I , _ _ -2* W. - :_' , , . - , ,,, - J - j I , I I �,-EIUNG AND EWOR MOUNTING BUILD -OUT MOUNTING ALTERNATME 3W_ ALIERNAME SCALE 3/3-1- 010,00111111 SCALE .1/8-1- zj��__ �� ;��,�Z';,,, , . . *.- I$ f��_ . , 0, __ __ -,- - ` vkOEN,q r t" .. .- -" -4. w"'; W-1 -----I-.,,-- 4� . S = * � t 1 9=.Jr��=i_QL_sL=_m_1_ tKU&I = - 1* NO. 44167 '.. il FUDR11I A BUILDING CODE (Non High Velocity Hu imic Zone), 1. INSTALLARON ARE ONLY VAUD FOR MAX. A.SA) z � - - : --w---.,�,- .2m TI � . 11 TOP & BOTTOM MOUWINGS CAN BE DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS ' ' . - BY 1i 24 GAGE GALVANIZED STEEL STORM PANEL I STATEDF i Sr COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 ,J% 2. s � -- F� .1 i� -. - ,- / EMBER � H N I NET , W I "I", / - A" " - / C DENSITY OF 0. 6 OR EOUAL. Mw S,W. 51 STREET TULLE, TESTING . CROARIVOUNQ COMPANY ... - - - - e�!X=� �rl. 1AWC, Ft. m, '")II. 20-175 111. 11 " - ---I- . - _ael_� ,_ -II DeWeiG . 00017", - I - I - __ - C'�_ APLTEP A_ flux, P`� F� Wim 7 .. is L____ - - a2tt�_Iv ; L_ _40 a) (1) = U) -0 -ffi > (1) -c= -4--, 0 _0 L_ (3) (D L_ CDL CL = 0 L_ 0 = .F m m n 0 -0 0 -Z- o- cn (6 (1) -0 0 -0 _= . -0 = o L__ t- 2 -2 - (3) co II.- 0 0 :g,- ILU LL. I,,_ 0 - CIO > . .cn (1) Z� _40 - 0- !E � - CK) 3 -0 = . - --A CU U) C)- < 4*3 CWW1 q= X-4 VIM .I'- = =3 4 7m 4 kk� rAA I mi W " 0) =3 C/) (1) C m L) L. L. �1 " � = .2 "w - w 45 :N- LLJ C) _= = 92. j-- C= m cc '.7 C�3 C14 on -= Lk- :`�_, = C31- cc C2 - - Q; I 2 F4 g� I .2 w w � =_ _= = F- - ; C2 _= = -at : 3 FE ; B�: 3: m Cp w .= , . - 0 W - ;pp = = '= . -, ; "I !a- . - W t2- .= = E -m q C31- el w 2 < __� z < _j a - 2 0 Q) Q) c- C/) m > 0 L_ 0- 0- < a 0 =3 0 0 L_ CL (1) U) m En -T_ SHEET NO. SH 1.3 A - - - -- -- —,___ _ _ - I ND CLOSURE5 DETAILSN PO ET CONCRETE B K OR WOODU ' YALIQ EOR REGULAR, LIFE TY & E-Z HANG STORM PANEL SYSTEMS _+ I +\' I I -. 4-. j-. i'QIATEa CgNCRETE, - _._. i� 17 y OR tbNCREPF aR BLOCss + 1 Z• a 3', .093' Sta! N-Y# OR 11s ley V & . REM IRA e WOOD FRUIE'. INNSE AL! W' CONt. K1111. ANGLEWITH +/40 . , Sfv i-, Z i 2" .t _A N e 12' O.C, -- IP"p, 1 tt Min - PoLYRm R ( iJt'4 t , 3/#' TAPWN - - PaJRm CONCRETE. CONCRETE +(-�f _ < 7- OLOCX OR e" a WOOD F'PAME' CANE ETE + { REODUGk CONC,�'TE 64.00X � `.% /�` NKpiOR O t2" b.C. -- 2 I J2 ', 1I.- R r0 'r4' HTIetE f ' 2 WKX)D - 1 •. - rMer PA•fE2 R iMRRED ,. £ a' ' ti GA► 1. - - I ti J 1 o a / t AHEL ' 1 \,--f f _ ,+� A r. ANgNOR PGf+ t '4 TERNh f LEG LOCATION MO 2' a 2'A _O53' W �AL 1 ri " : e 12' O.C. _...._; .. _ t", ..:.....' VARIES _ .. 2 . s ..DISC DONt. 1, S Asa OR -< 6 4L3"S #ALUM- ARGUE 1 1 ,060' 31tta-•M 6. SifEEf -r t asmm 1 POURED CtYe.4, E, DO w® Si I-RE[E Y X a' a t26" 1-. fftK.* METAL ALUM. SENT ALATE BLOC% 4R 2"rA' WEX)0 ITNAME .- T"..� 9' p 4 ++II "\ i fIF.WMF.q 31Da Ni# OR 1 �._ z i i'- O i 6 3-T8 ALLOY 2 I ` 1 Min, 1 # DON+ ALLNd.. ANcu / M ! r' 1 / Maa. CAP rm.sv MsaS.s:sww m.m am rawara .w. w1 `_.-/ 4TWIT. a #'a 3, Re µi0r a i OR e ta' O.C. C-t A.,a ANGLE W/,MtaeaR I:onL A.Nn. AwaE CASE A (PLAN) CASE B (PLAN) CASE D (LAN) SCALE 1/4"=1" SCALE 1/4--l- SCALE 1J4--l- SCALE 1/4"-I" - 9 -M } ':CY1B,w OR mg I- - - K + POURED CONCAEtf., FEMALE FLE I PANi,LMATE --, _ f" , 6te1G OBM A, ei U M ANp L 1S% PxiREC CCNC �- - 1 --. `a ,� R:7 ii LSR CANCPSfc B40Qt :TIP, BOTTOM OR ^AMECMATE PLu6 (SEE 1 ��` RE'[ i ` OIN a'a4' WOOD SIDES nF OPETNING 4CML'-tX.tLE SXl 9, {MIN FANf1 L`OA'dRETE @LACK $R VARtEs ii ''�. + CRµFE R.EabByEp As APPL;ABLE to 6 71'j _ GrVE�TtLAP BET'0H9A 2 a4 mWOI F+TAME S` Me, 4 & igJk OPLT7INC w DTH} 1"�NiMD CANCRirE. t`ANFKWE REOUtREO + ., , 2^R4' IYOOD FWNIE 7 ). `:` •: v. 6tbCK OR 1 \_. `1"` ` i vAREES 1 v' , ', ? ' / , t i )BEH, w/ ANCHORED RRONT 4: 'TAT ,_V - REAR FLANGES PARALLEL TO 5' ]AAA 1 '"'t,-,-_,j WALL (NEVER CUT END PANEL) i, X . Do DISTANCE 7 °'{-, - r 1 itU1CK I ,� : _ m �ym - ^.- -. eF� ".� 1H,t.A0...A....... CASE G (PLAN) `� lA R; �I' w/W' �P a . . `'.dig T![1fj'An, SCALE t/4`=,' }`� % M•avrt 1�LT 4 �' :�, �,�GEr'is • :✓„� VALID FOR DIRECT MOUNT INSTALLATION ONLY & E• CERTIFIED PANEL INSTALLATION AT WAILS W/ •' = •' No, 44167 - SURFACE LEVEL VARIATIONS WITHIN 3/4- * ) * . * FLORIDA BUILDING CODE Non High VelocityHurricane Zona CASE E I PLAN) SASE F PLAN) i9Q, F` F camn nTEcnINC.24 GAGE GALVANIZED STEEL SIGNAL( PANEL F'P' "- {4 OPAW m coa(oP` SCALE 1/4'-I' SCALE t/4':1" A`-•. . !I'll `"'r ' I ��? _ °, // I i L I E 4C IN., \ BAL PROTECTION PRODUCTS, I.I.C. "/�w2n'n ` I•IUIII J +$m S.W. 5, SI w �a.. TILL TESTING t ENWN'"R1N0 COMPANY 'i, 'I+6A" m Y... - -MAN.#+. wamNH, Ai- tuA{c ti 33314 20-175 -,� I f RmP CO B -,MN . Ym 4 1 en- GV PH"+Ri¢,: (/6AX0-7545. FAIL RRa)sea-67Ga ` s, wM=r.axw,i DRWGNG Kb:. 0.,E 5%I-IsKi JOU,IlLio E Ci-N100.719 M4 w ar4nYon Me INlwr,w wA.16R A TWT ,1.., PE. w41t-s:T im SX[E7 e. IX t$ 7 (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 & 7) MAX. A.S.O, DESIGN PRESSURE RATING (P.s.f,) MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 & 7 APPLTOICABLE q1�NA' AL1`41 Cb, 10 ANr OFTHEM MAXIMUM PAN LENGTH l' (n') TAPCON LAG SCREW PANELMATE FEMALE ID PANEUMATE PLUS WORD BUSHING t3' Ir 13' 13, i3' III (TOP) _ t3'~ 13' -- 73' 13' t. ' 3 1W DM (eart ) 6 Ile 6 1/2' 5 1/r 6 7/e -- _ s IJ2" w (TOP) - - _- 8 _ 6 1/4- 12 1/2' 6 Ile _- - COOK.•) --- ��)--- 50R• LESS Y �- .. B' -- B' --_ .- 9 __ _ 13' ._----Er-----'$ _ IS' _ - ----- - - __ -. (BOR --- 13* 3 � 3 ' - W. R ) -- _4 .k5. 5 OR LESS -- 73` - - 1 3 "------ t 3 -3. 13° IS'� Is- (BOTTOM) 4w BOTTOM t3' 13' 13' T3 ail" J W (TOP) 1 '� 3 - t3' t ' 3 1 _-. 3 6' w I BOTTOM £ ) 6t2` J 6 2 " _ _---__I Y 8 2 t �,, 6 a 1 e TOP �4 f 1s ( } �- D TO 4 F 2 5 2 ! J 2 (TAP) 4'-A' / tG If2 ._.4 ; /1. 9 i/2 .. 12 _ t2 ___.__ _ _-.. k` n-M W (T4P'j . ,_t3y. __. _.. 13" ..,..-t3T...._ ._. t3" ._.._.6: 1%2' 4W (BOTTOM) * SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER A IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.5 O. a H SHEETS MAXIMUM ,ANCHORS SPACING FOR E.D. AS SHOWN ON EFTS 8 & 7 APPLICABLE E MAXIMUM DESIGN TO PANEL TAPCON LAG SCREW PANEUAATE. PANELMATE WOOD BUSHING PRRATONESSURE } TE& & ANY A LFNGYN (P-T,) FEMALE TO PLUS OF NE (n.) 13" 13' 13" 13` le 1w (TOP) 13" - t3' -- - ,3' J 13' a 1W (BOTTOM) ttOM. 6 iJ2"-. 6 1/2' 6 1/2' 6 1/2' 6 1/2 (TOP) - - $ 1,,IV 12 4/2' 6 1f4" 2W(BO'(7.a) 5'-D- -- `- -_ 7 __ E _.. 8: --- - ---- -- (TOP) OR LESS 7 /2- T Ile . _ _. 3W (BOTTOM) -. a' -__-IF--Br. _ __ 13` _ (TOP) __ -_ 13' _ _ 13' _ ._ 13" _ 13' 13' -_ _. 1 3 _ 13" .13, 3 4W BOTTOM ( ) > 45 -45 �13' i a +75, -75 13` L 13" T3' }0' iW (TOP) 1 -. _ 6 + 4` / Iw BOTTOM __ _ eta J ��_,__ _ 6 2 J 6 i a J -�_ I - 6 2 { _ 6 Ile / 2 2w n) $ 1 A / t2 T.2 / 6 J 4 2w � r. ( ) n- T 2 / - I P 2 J 7 Ile / 2 3Pl TOP 7a 7,_5. S 11 J 8 B- _ (BO7T ) _ -...I: 12 _ _ J 91" 3 _ 5 Ile / W W1--'__ (1 ) 3 ___. -- - - - 41a (BOTT ) & , P 5 N SPACER IS ' SEE TABLE i FOR tNU£. A,S.D. DESIGN LOADS MAX ANEL LE'NGTs+. WHEN ER USED, CORRESPONDING ONLY TO ALTERNATE 21N' ON SHEET 6 TABLE /1 A A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6`-8' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO io PSF 5'-10" Li A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE f MALE ID OR PANEL MATE. PLUS ANCHORS & W/ I& SPr(ypmn!tT,,4 1/2' O.C, INSTALUTION I?E-TAILS FOR UEE SA,FETj-EAffJ& 0 R CE OR CONCRETEBL CKSIR-UgJURES 1/4"4 TAPCON D=hr, POURED 1/4". TAPCON_._ pt'STING POURED ANCHOR O ItOC CONCRETE OR ANCHOR O O' CC,CONCRETE OR 1:5 /: CONCRETE BLOC% P CONCRETE BLOCK /• '. REOU@KD. 4If REQUIRED. r --C ) I �, �I/2, f ,1/4- ,- j/2, 1 11/4' ' I'�i%_" ___ CAN( _.-___._ I ,11 FO• i Et1.I ! B EX45lmrl y I T ,/4's-Sari' T' $ 3,7;. 6oLts w d. CLASS I /n ,I., 4 Ar T PdT Fat PAIFL n D C" I �_-I- 1 I 1WYI Y-5" I 1 ,L1c+tI 1 1 41 A R 1 .L. . I (¢ PANa LENGTH __--- -.. IT . - .. -. B t' Ma., .- i.. _ll _ .SEE t1FVATIDN 1 ON SHEET !2} tI--SEPARASI. t§qgs TO RASS. $ I q i 1 1 .1 -: EXISTING POURED" O CONCRETE OR I - ... CONCRETE BLOCK REOVIRED. .'I *1.�' u Gc I t)r , N :, I Ile- FAHELMATE PLUS ANCHOR O 12 1/2" O.C,0 REGULALMMM.. SEE SHEET6 t5 & is FINK AMCHom 17K * SPMCm POP INSTALLATIONS W W WOOD FRAME OUILDI GS, MNRMW ANCHOR 6PAEINIIB A40 W14MW EWE UISTNNCE ARE INDICATED ON THIS SCHEOURE " E-O. LESS THAN INDICATED ON SCHEDULE REDUCE ANCiICt STATING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BT THE FOLLOWING FACTORS. FOR THIS OPFRA?WXN W BE P SSOLL REDUCED SiIACMG 06TAOED USING FACTOR SKIM. NOT BE LESS THN, MINIMUM SPICING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE (4'. 1J4•I ANCHOR Irv[ RFCGN PAf1Ai`1F. MUMMR, Amcman MVOtIK 0-4 3 3 �WI@.M lt>@ I 3 3 IwM.a"I FC;;;; HW fFx) J 31/2 AGRYL ma asymot = FACM .._ 1 Ile ,_.__ .. - 2 JY Ol, " 3 GRa n J .11. IN .LASS to tJs'4-20,t"�4y� .>Z ATcDit'RI.kA": I T i 1 1' MAX. t , Y 6" PANEL LDNGtH I I ', (SONEE ELEVATION __.. I .... i SH d tkT I 2 ) .... 3• v i + 6. EXISTING POURED'. ' - I CONCRETE OF I - -- CONCRETE CLOCK REQUIRED, 1. f; , (SENDING) _. ., id..__ -,A...__._- L-.__.,_,_..I r 1J{". PANELMATE I`s= ANCHOR (8L"YOND) WALL MOUNTINGS SCALE 3/6-11 CODE MAXIMUM. &S.D. DESI . - - - 1. - NPJNfi MAXIMUM ANCHOR SPACING SCK&= (VALID ONLY FOR PANEL® INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) .MAX. A,5.D, kWWUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW APPLICABLE arvis MAXIMUM .-- hS.D. MAXIMUM ANCHORS SPACING FOR MAN E.D. PER SCHEDULE BE" IC TO SECTIONS MAXIMUM DESIGNPRESSURE & fxY PANEL LENGTH DESIGN PRESSURE iT # Ftfi PANEL LENGTH TAPCON SOUD-SET PANELMTE FEMALE ro - PANEI.MATE Flit S Z,y;C_4" CALK -IN TAPCON SOLID -SET PANELCMrTE FEMALE ro PANEIMAIE PLUS ZAMAC_NAJU N CALK -IN RATING {p.N.fi.) `L" (it) RATING ON (P.Sr.) or 1TNEAR i (h) TO W ro W W W W MNC M 3 ICaASRETE 10 COAMAd0.nIXN q' THEM ro I'0Am REEF W ` W W . 10 C,4Ra61E W OJIIIAE7EI'M Po 15' 13' 13' 13' tY 73' t3' T]" 13' ;S" 13` 73" 1 (TOP) 1]' 13' 13' 13' i ` 3 t ' 3 1}^ i3' 13' 1 !` 13 III 2 3 ? (TOP) (1 ) 33` i ^3 - 13, 13, is, 13, TS" ' Is- 13' 73" t3• • 13' 1 (BOTTOM) _ 11' i IS 13` - T3° _.._._ t3" 73' 13` 13' _ - 13" - t3' - 71 4f? I'[M TEA). T3 t� 3 13 1 3 I3' 11t 1 3 3 13" t3' t '�� J r ' 13" i ' 2 T a'3 2 (BOTTOM) } t S 13` 13'- � 13' 13' 13' 13" ' 13' 13" 3' i_ 13 It T J7 2. (TOP) - i' t 3 3' 13 I 1' 3 .J' i3` 1 t 3 t!' -i!' 13 i 1 Y 1 2 OOTTO ( NQ 1 t3' 3 �,� - -Tr-- { i]' _ I3' 13 13` _ tY 13' _ t373' t3' 1 S t3" :3' , f3 (TOP) 3 OP � - 1S°°. t3' - 3" ,3' i.-� : 3"- T3` _3' f3^Y 13' to J 13' t3 111 2"] / 0 .) „{_. 6" B,. f 1 "t a 2 J 2 Ile S Ile 6 1 4' • t. # Ile 2 1.2'. r a B . B B B 1 4' / ,- @ 1 4' / 7 ^ T 'A 9 BORDHA (BOTTOM) 4 4 P 7 B,_p, � LESS -� $ 5 1 2 j ! 1 -7- t2 1 2 / 8 iz L J2 e 6 4 / 6 a i4' J W f 2 -' / t 2 2 J H£} t? 2) / - 7 1/1, 6 _ B / @ a 4 / 5 3 (�):: 4 a ( 5._6, OR LESS @' B` H' a^ (Ba1TaAe# _ @ g1. B a B B B B t. sGr`eM}: t ' 1 ' E 1. ` ! 3 i3° :. .$" 3" ` 5 (TOP,. t' 13" 9 13" 93' 3 t3" 1' 3 1 3 t' 3 13" 7.. 3 J 2 ETD. ) < t •. # t. 3 T'*. t3" `!' iJ" 13 5 TTOM.. imD ) f T3 T 3 1 3` 1 S t 3 t 3 13 t 3 1 3 i 3 t 3 I 2 % $ RORaM ). "T 1 1 ' 2" 1 " r 3 13 t 3 7! 13` t ' 3 & P 1 13` 3 i3 13` t ]_ 1 a^ } 3` 1` 3 1� 3 1J 1 13 I i / a ff 6 aP ) .45. 45 .v_._-),,._- _ 6 Ile 6 1/4' 6 Ile 6 i/4" - - -�._ _-_ . _ 5.1/4' ....__ 0 1/4„ _£TO) _ 6 {BOV.-).. q-45,� 45 ._;_,.... e. _ 6 Ji" 6-Ile 6 1/{"°6 _ 7/k' �._... _ _.- _-....1 . _ ... _...._ _.1__a. 6 1f4•16 aj{^ _ B £BaTT.'n)'.. 83" `_. 5' t3` t0 If2 13` T' t]". '' 7` 3 vf2 :5 1/2 t3" 4 1/2` 1 (TEIP) t3' 6" i3' 7 1/2' T3" 13' 13' 13, 13' 13' B iJ2' 3 jIQ- 13' f3' 6 1J2' 10" 9 1/2' 11" 6 IJ2' ', 6' 13" 13` 5 If2° 6 1/2" i(DP) 7 (BOTTOM) •t65; -86 - 73' • ?' 13• -13' R3-- 8 If2 13, 19 If2 ,0 tf2Ta 1/2 _-t]"�I 1. (BOTTOM) 13.51 43' 3 7' 13` 13' F13' ,0 1/2 ) 11" ,:"7' t3' 7' 9 I/2 13' i 7' t3' 9 1/2 7 iJ2 10 1/2) 5 1/2 7 1/2 13' 13' 4i/e '6 1/2' 2 (YOP) 2 (BOTTOM) 7 ` 13" 7 Ile IS" 13' '_13'- tY i3' t3' ---- 8.t/e I to' Is' 13" IB 1/2' To' 9 1/2' 11' -y 6 1/2' B" IS- f3' ,5 1/2" B Ile Z (TOP) 2 (90170M) 73' ,� 7' t3' 13' B Ij2 13` t 8 if2 t0 7/2i 7 I12 { '3' 6 1/2- 3 (TOP) >5T a. f3' T i/2 13 13" t3" 7 ta' 13` 10" 11' - 8' t3' t/e 6 if2` 3 (tDP} > - - •- 1 , 't 2 ./2 - _ t 2 Jz S / 8 t 4` / _{y_____ • 7 6 1. t!�I I1 " 12 II`.A? e B` - 4 1 2. J i - 6 1/" 6 1 2' J 6 i 4' / 3 BOTTOM ( ) t (� i __ TD t4`-a' - - --- 1- 3'- J t _ 2_ 12 ,/2" B' 2 1 J-' 6" 6 1/4' _Y..j,�_ 7` a 1J{•:12 4' 1/2 8 . t2 t /T �'" 4 4 1 / 2 - 3 1 /2 6 8 1 2° / 6 t/a' 3' 3 (80TT,XA) { i7 SNP ) Tpr 9 �. B• 3 B' -__ B' -- B' ' 5 1f2'i 7 1/2' _ 4 (8077014 B' I - 13' 8 t/2' B 13' 13, B--I#-�- ---- ' 14' B. 13' I iB' 5 1/2 11_ - 8 7 1/2 13' 7 - 6 1/2' ,3" T- 7' 13' 13' _ , t3' 9 tJ2' tY I0 1/2- i@ IJ2' 7 1/2` I 6" 5 (TOP) _t3' e iJ2' 13" 7" 13" 11' 13' 13 ^ 13' t 1 2` 0 f 13" -� 9 tJ2' t 7' t3' i9 IJ2_. 13 ' 7" O 4J2' 7 1 2 / ? iJ2" 5 IJ2 t3• t]' 8 IJ2" / 5 SEOTTOM) 6 (TOP) 73" 8 i/2" - 13` ', 8" 1 t3' 13 t3' 13 70' B 1 2' / [------,----,- 13` 13' 10' 6" / a t1^vr 9 1 2' / ff 6 2 / 13'- i 3 5 1 2' J d�- -- _v3 _ t- @ 1 4' 6 t 4" B 1 4`. 1 # _ 6 A b S 4" J 6 A' t 4' 6 BO7T.": SEE .,Am I I top: ANCRORS ME &ME & SPACING FOR. AL51'AIaADOMS 0110 "M fF+AiE HUILDOWS. 4' "GioM ANCHOR SPADING& AND MINIMUM EDGE DISTANCE ARE 1Nb+CATGO Of INS SCHEDOM FOR E.,D U8S THIN INO[CATED ON SCHEDULE REDUCE ANCHOR 5PACNG 8Y MULTIPL SPACING SHOWN ON 5C1P_OLUE BY THE FOLLOW" FACTORS. FOR THIS OPERATE! W OF POSSIBLE- REDUCED SPACM OBTAINED LENDFACTOR SHAU NOT BE LESS THAN MINIMUM SPACIKQ INDICATED FOR FACH ANCHM t f ON 11IS SaKEDU'E if_b_._ t_f4w vf4._ 1/ix tJf'. ii _t.f_4_•-e - N _ O'I _AiCIaR ,lAiliiil- P.ilf _ --- zw.-MA8M _ oMM-M MNNdRRt ANCHOR gAcu - (I') 3 J 9 3 2 I(2- 3 t/2 ,HST-*M LLD.) e110t 3 3 IJ2' ] tj2' 3 ,(2 S ,/Y AcRW. mm Dsvmi (ED.) FACTOR n.3s - - - - - - 2 vt' __.____ ._. aet - am ._._ -'w - _._._ - ____ _.. a5J 3 -_- ____ am __. aTe __ - _ __ ___ �vr - t.m im - IAA Im - SPACINGS ONLY VAUD WHEN SPACER(g IS LIB). SEE T #1 FOR MAX. AS,O, DESIGN LOAFS. & MAX. PANEL LENGTHS WHEN SPACER. USED. A_S,D. DESIGN LOAD MAXIMUM PANEL. LENGTH 40 PSF OR LESS 6'-6' C, 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5-10" A MAX- PANEL LENGTHS ARE ON Y VA1J0 FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 9� SPACER AT 12 1/2" O.C. BUILDING CODE (Non Hlah Velocity Hurricane ,..-__.._ _- __.___ _____.-_._-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &IS)_--____._.. _ _-_ - __--- ___.- 3" MAX. R-11o/131 R-2A/13. R-3A/114. - R-IB/13, R-29/13, R-38/14. 3" -f D.kjY,�, :-t" eetl, R-'TAW/15, 9-2AW/15, R-3AW/16s R-18W/15. R-2BW/15. R-38W/t6. ' - ---------------- CA 0 0 0 0 0 , 0' I- -- - --- - -r- - ` -- i- , _ ; i I I I iI § ! I i II: i k I 1 t I i I ( 1 i I i i I i '. I i I 1/4 4 20X1 SS, BOLTS WA@1 . %. `I I (USE FOR PANEL LENGTH "'•� i MAX. (T p OVER 7•-Bry ( 1 PAtNEL LfNG`;iREGULAR I STORM PANEL I I REGULAR STORM PANEL , I i B'•-B" O 430.0. -40-0 p.a.f. 1 . (w OVERLAP MID PANEL LENGTH BOLT) Z " { I - UFE SMe-IY STORM PANEL ,Q P-�.. 0 17.kP.W+ IAlD FANG LENGTH BOLT) n i {{" USE 2•-8' MIN. PANEL Lc"YSTH l( A =. A `"�:� � 1 20 _ - _ _ T I ( ._' i f a-"'_'�,"' ...�. .�� A. ALL #E0i1EfT¢#5 I ss. eoLTs w��R�y V I - AT O ER. - it I EA fi. I . .... _.. , t _.... _ 6 - T - / { I a : : ..I i Ilit. I '- '"" - ' i. . - .._ 1 , ...-_ 2) NO'RL`HE5 AT STUD (( h ' r.. - " -•- _ LOCATION Q LIFE SAFETV �.,. , '.. 7 1 £ PANEL BOTTOM CORNERS 'I ('' 0%' i D. M,a - _ ^-OYERLM,-;! . aT 4 RIND NUT AT WING NUT AT _. + LEFT ;` U{Atc LE Et RIGHT PAWL 3' 'MAX:: 1 INSTALLATIONS ONLY VALID FOR WIND �R-IIAW/*. 3" MIN, 13, R-ZA/13, R-3A/14�� R- 19/13, R-29/13. R-38/14, I' Neu,: SPEED UP TO 170 m.P.b. R-2AW/15. R 3AW/16. R-19W/15. R-2BW/15, R-3BW/16. - ,-. __.- - _.. - ._ __._.___-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 11, 15 &16) .._._. _- . - -.- - tf4 MAX GAP UFE SAFETY STORM PANEL ;1 ELEVATION (f) `" `- SCALE I/e.1- �, '`T t11cM- -i,rNM iii-I y � : STORM PANEL (MIA mi!,' P 1 �tDu V LUM STORM PANEL ;� I � REGULAR 2 687" ",C., � ) REGULAR ,.. l/k > \,- -- ____ .j"-,�. - ___ -.. - - --'_ -O_ - - -. _..--_> IF-',v.lrtt.°•$.}1...'IT 3! G ___ .„,,; ;y�. - .r_ r MAX. GAP OVnRIAFs! \ `1C ,I- %12 "-"11 ,. _ -_.__tea. _xr_-. _.._; ... _..__.._ >. - _.--__-a 1 - * 7 7 11 •2 * LIFE SAF PANEL'n2 ; .' * FLORIDA BUILDING CODE Non High Velocity Hurricane Zane � E}- w 'o2GY0 m1Ctg]. MC. fJ, , EX� 'IFS , ORIOk t 24 GAGE GALVANIZED STEEL STORM PANELORIONs, S`J . • G�� ram""'""`°`-....aI.I�, A E N t:. GLOBAL PROTECTION PRODUCTS, LLC.. P7t2Dlrm2n C ICo... SECTION A`A R #STt c .ANY Im L.W. %I SGUN7 ,-: - Sv. 3.,, auk , N n,. DAwL m MI- sGLE ,f{'oi' Y I! ww_ (IW , Fm �1 n;-,u1 IMONE (YSl)�-75A3, I- (8Ji)RS4 Ml 20'-175 ! - =. 9TAJAJaaE CA-bDw/9 �w IEEW aA$,4aP i INSTALLATION DETAILS FOR LIFE SAFETY� INTO nOD STRUCTURES -' ' : WaCO HEADER ... `.. ,_ vt - 4YD00 fiEADET4 -:- - _.-_ .___ZQUiREO `'-I?fOUIRED ,-,. { -. - t. : d _. i "._ I) +u0011 HEADER •"'. „I __ _RECiY -I y I 1. . �' WQ17D EIFX2ER '') - 'A-EOU,RED I'; I - ,/4^e tAPCON 14"0 TAPCON ,, a�NGNaR ` -I' `�'_ O 9' O.C. '' , � 1. -. ANCHOR O 9' O.C. `) I �4'i TAPCOt9 '. ANCHOR O 9' D.C.. - ,i/4`e TAPCON � 9NCNOR O 8' O.C, { I I ; I '. iJ2' 1 1/4- .,,{ <, /2. i1/4" YIN%. I --" II. I/2" i i/6, IJ2` - IJ4• I'Io :-. 1?/ ' LS'R, �,j �` II I4AX----_,.._ 1 I .2' A' - I I:` Min, .E 'i ] { L2' iM' MI" MAX,,. __"--__ ".j 2 !: Mirt MAX, , i i I 1 ' F'i 1 A � 1' i I j .' 9 y i t _"` i ;r I ; f L n La r4 s� iF I I ; t _ i -.- n E 4 I i, R I 5 s1)M BR, jj 6 L 1 Oro-2pnl• a .,, "• 1 _.I.s Kars w A -, A7 FA a ' .. II L3ISn I -. 1 4/4'«-" SS KR S A A p _ . tt:s..y�,=, " 1, " 5a, Zr..Is w E ' AS f% 4S n._.,_.: If I 9 s. Ba 6 w - A EA t EX TIk^ B A.: , r...._.. _ m Ern orifL. ``If i v t 11aA:M GRR r-6'J S N` I -. _ I ' t i GLASS' D. _.. A.,.. - D „ . I : V. rA /`. y. .:: BK Fat t%`{D. , r viflnt am 'Y-ej FxE;nH�. III EXAM I 9 I # I -. _.... t 1 I" a J' 1 T '1," MAX 11 ( i B 1 i '1.` MAY. D R PAN -MIN - . j ...f "L' Mar, g . :-, �: r . � ..::, -? "1 6� SEE ELEVATION li EL LF 11 ( i-__ _.___ } -. � . - # 9 "L" ewx. w: _==-- - -/' - t- - 5 PAW LENGTH T _, 6' (SEE ELEVATION 4) __ ---- -. .__ tl C, C= i i PANFl iEMOTN A I 1 _ '.._ .._._ ! A r (SEE HIFVA712) A - T Y N ION SHEET 12) ON SHEET' 12) II _ _ - It I Q PANEL LENGTH A -A-.: --• .._ SEE ELEVATION Y i ( '3N Sr4ET_TT 12) I q B i� I ON SHEET 12) _ __ _._- i -- t 1 G 1 . 4 I T It I 1 d'_, f 01' 6 £ B i Mtn. `Ij--SEPARATOR- i IT- F I .-- I- mi.. _ _., i £•' 1 I A(.7A55 eitl �- 8- SEPARATION A To GLASS. - 1- 3 :. - ----`a/` u r• Min. - ( I- ' _.+.. 1 F.-S ,. ( it GLASS' I V2 M iD tl �' 6. _ 11 N T T LJz iF--SEPARATION ro cuss- - - -.!4)'-- , .I gar 1 . , j f 4. .RG"r�l L--! i .. j a i I -1 EO _, f I & i .. I�21AY_ .. - C2,fY 0im I 1 . • -mom e ._ (,. ._-_ 1 - - I Lu qT d ,•,I .` Ea ., , . , -, 7 h ryy� ' (4 I K _ _ €41) , ,.... -'" { ��`^� r-� 4 �, V # {.��. -"' -1-' II 2`44' WDa4* v' , _,_ . 1 --i S.s . ��lAD ws e . _ B�PLLt25 ,/Y n:.a. E;O, '! .,t 1 _.I _-__ _ If2' 1 '4L-20<i 5•. 3x..N1 Ms .I 1(jlt'; 4_.• t'4.0 TAPCON I wit TAPCON -' )>"1 PLATE REuu RED !!i P 1 4"0 TAPCON 2�X4" W _.ANCHOR ,` ,�' imn w e 42 '12 "' .. ;i l .. „. . 1 ..-. 4 $ -MNCHUFt O 9' tl.C. :: ! N AtlsCNDN O 9' 0C. x:I ,,, I STAGGERED W BTUO j .. STAGGERED W SnUO I. 1 ,. i ,.)` ,, !., t i O 9 aC PLATE..."^T._.,. REQUIRED ., { .... I.{4TAPCCN ANCHOR # $ O.C. ` _ ..4" WOOD -, 1 ! _ 222 -'I =,. i.i _ ..PU4TF 'HOOD t QUUIIRED :s.1-11-11 ': ,. (' I ,` ' 1 -� „ ."LULL . _ . ."�. _ , _' -- REOLPREA _.. ; i. (LLTERNATIYE R-TAW fji � �(! PANELS A1'�RN�'�Iy� �-1BWj�I11(E @ LI SAFETX PANEL WALL MOUNTINGS SCALE 3/8>°i• R-2AW QI REE R PANELS Msim S,' T!�i.I Tkyy ALTERNATty R-2BW ii I tFE SAFETY PANEL WALL N NGS SCALE 3/9=1- GEAIRE FLORIDA BUILDING CODE (Nan High Vel0a1#. Hurricane Zone Ni3�5: yytW 'i3A _ - 16 44 M. TI. Ic. 24 GAGE GALVANIZED F _ I R STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR A.5.0 RESIGN ) :k '&: *' ":. _ - r �`I PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS ftii PER ELEVATION ON SHEET 12. s STATE ` :- `> j III L.ii £ TNo \ GLOBAL PROTECTION *?m/2Gm PRODUCTS, LLC. qA,�., 2. FOR NEW WOOD FRAME CONSTRUCTION; W000 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / y'".. F {C-'•"" - +y df'• ,, IpRfI� ,.� • Y4w"'.RK7 �, T TEsiwG t EN IwEERfHG: $'oMP.r-'iY Ae00 s.W. at s " Aw Sa, Au Sul. vwwAA lvMuaw. rt,uty HAIL. R 3J3 a 2Q-T 75 DENSITY OF 0.55 OR EQUAL. 4 •,..,.... •. t `� rrmw. ia'a1a" t-?>v4 R...P Pi -tact '"�.• Ck-e0047,4 PHONE (11H)MW-764a, .,:. a0fw,uoa EAR i9G47€56"679Y Awa Mh r „ §n( DneYAt9 NY: 7GNAIURE/(ATE NAMNE iIj W1#s1Yr. A Ta-L. -1 QL ' aA n.rM 11 t{NEET tB M 1a : R REGULAR STORM PANEL I IMALIMADONS INTO CONC EJE !k QQNCRUE 8 K ,II-RULCTURES (VALID ONLY FOR PANELOINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MA%- A,S.O: MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW 'U PLiCA&i MAXIMUM MAX. A.S.O. MAX" ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW 1APPLICABLE MA�aM DESIGN PRESSURETAPED } & ANY PANE1 LENGTH DESIGN RESSU P RE } &ANY LENGTH N SOR.iD-SET PAtIEtA4ATE FEMALE 1[) PANELMATE PLUS ZAMAC.•NA8)N GLK-H{ TAPCON - SOUO SEF PAMELMATE FEMALE ro PANELNATE PLUS 5 - 2AUAC HSANL#I pp CALK -RN i. RATING (n') ((P.a )) (K•) ,C BUICKIpHd 7E iO EA71 CIE 4 ro ; ;y THEM OMBINATION TO ID Co Tb aOl]� To aa+ m To W COMBINATION T}fEI 13• it' 13, Is- 13' - 7J' i3' t3' T3' 12` tY t0` T (TOP) t3' "� t3` PO ,/2' 73` 8 i/Z' 73' _.. 6 1/2' _ 7 t/Z` 5 iJ2' 13' 4 If2 ) 13" ___�- 1 �. li' iti - t ' 3 --%T"% t3 - 4 i> T3 (- r t3,' 1�' 13 3' 1 13" t3" ___ 13' # µ73' ] _ 15' - ? 2 _ , 3 'O" t M ) tTr) -, 13" B 1 2' iS 53` -' 4 t D 2 9 3 t' ~13' 9" 6 1 2 13" 1$ ~- 9' � Ile 7 1 t 2 0 7 7 1 5 t ' 2 J2 13` $' 13" A l ' 1 (BOTTOM) ( ) 2 (YOP) t ' 3 it" � 7d' t3' 3 "J 3 130RO1A . 1 r 13" t3' 9 t 73' 8 i a 4 1 7 4 a a 2' 1!" 6 12 81T770 ( M) , J " _ _ ii "" 3 T I' 2 2 -M-» ----I Ta 1: J 2 Y", i _ t A , - `° a 6 1 4 J J :. 1." 1 2 1 ' J2 i ' "" i 12 2 r 13` :`" T2` � `- `�" f 13' 1i1' t° c j `s" a xk' ! # 2 { y (TAP) _ 3 (BOTTOM) 4 ('TOP ) 5 -B" OR iL�'3 t3 4 T 1 ' i5' 3 Y I Z12 2 2 J J 5 e 1 1 ` 3 $ f # 7 4 4 Y / B1 / d 3 1 2 J i3' % _V B 8 t / 2 8 I k / # t0 1 2� i 2 7 / J - i 4 1 2 ^" J 3 t3' B` $ t# 6 7 4 ! / 6 2 Z 2 J / , 3 ,W ( ) 3 BO/T M ( 0 ) 4 TaP () S'-6` a R 4tss 8" 5` B 8 B' �.. 8 B` H _ B H 1 6 J? B 7 $ 5 8 J 8" j COATI __ ) 1 6 1 ,� a i I s 13 -t3 - B f2 5 1 Z" ✓ iD T 7' S 3 6 ; EOTTOV ra" ;�• r r 3 I T3 '_.. +' 13 3 43 s 13' 12 D 6� tBa=fD++ t& J ( i t ._ I : 9 L tS __ 9. 1 2 t0 ? 7 i I3 5 BRi�A 3 i 9" ' 3` ' i 3 a t ' i' � T 3 3 S i3" 3 t 3 ! 1J' 1 ' 3 Z t ' 2 3 O. t3" t0 :E Tom) 13` 5" f .a... : 1 20 J2 9 7 '. T3 6 1 2' / 13' B 7. 2' / 7 1. S S 2'' ✓2 � J 1. • # 1 2' 3 / O ) >+$s, -as 13` _ 7 7 _ 23 g 1 J4" 3 16 t f4' T.. 6 1 f4 a .J4:-.. - - ,.. -� $ 1 f#" a 1f E {eatT ») to - � - 1-* J J / 4' 6 i 4" i / / 1 8 # - - i k F / (WIT.-) BO t75 T3 13" 11j2" t3"_ t3` T3- ' 10` t3' t_ ,0' 1t` H'. T3' E6 J2': 5 (TEAL') +118: It8.8 13` 5' s;1' I D IJ2' f3"--}-$-If2' 13' 6 if2' 7 /J2' S If2` 13' i4 i/e a ('SOP) "13` i� IJ2" 13' `]" 73' 10 Ile 13' _ 10 I/e .. It 1/` tr $' i$` j 7- 1 (BOTTOM) ,3�a i/2' Rt3 f3' � iS' 9' 13' -13' fl" 10' 1,7 if2` 13' a' i (Ba1TtNA) 13' 7 1/Z" TJ" T3' 1S" I 10 tS' to' it' a' r33 a 1/2'. 2 (W) _!'• t g' 13' 7' t5' 10 1J? !3 ¢ t3' t3�j6 13` /J2' 1/2' 13' ,6 1/2' 9 T/Y 7 t/ ij2'_ 10 /J2 7 iJ2' { sf2' t3' �-J- 2 (T�) 2 (B0'ia - 13' 133 13" 9A Ifa •3' 10 9/Z ti 1JYr $'� t3' 7` 2 (BOTTOM), -2,.-!C' 3 7 1 /2" i3' ,3'- 13" 1O 1 2 / t3` I t 10 /2"11 _ t' _ 1/2" 8' ! 73' ?` .f 3 �- (TOP) 13' T - - - i 13' t3" _ S 3 __I}_� $ t 2' / I_' 3 9 2' / t0 t'e t'2' to $' - -1 i t� 3 (T(11•) .- ' TL >5'-5' - - 12 t/2'. 12 Ile 1f4'I6 9. 12yi1<IE t/#" _� a ij* IE@ if{' - {HaTi07A) 70 - 1/2 _ + i/2'! H Sje.Y'tl2' 4 (TOP) Y-5" +7 B" T e 8` - a' -r - s' - a` - - * (BaTroM3 7' ,. 3` -8' _ 8 {5 1/2" a t/e • _ 7" e {3 - B' B' _ _4 - 3' 5 t J7 i�" - 7' •1 (BCTTDM) f 2` / - 7 t r / 3` _ - 1 a 13' 1 3 t3` -10 i. <` /` 6 D i S 1 2 3 J 13` 1 �'_ !i0 1 2•tl / i "11 ) a z /a `I t / t I 2 i e- 93' T" t3' r _ I 6 (TTW) _ _ S BOTrQM t ) 13• 6 If2" - t 3 -( 7 " 53` 13- - _ 1 I3- 3 -' I, 13' 9' I-- 9 2 / 1 2' / 1J` 13' - - _ B' v 9 1 Z / (-- a t 2" J 10` I7 if2'I -- -F .. 7 , O 1 2" 7 2 / 7 e 5 2 J J 13' S" 7 - 6" J+ 5 (TOW) 5 B ____ OTTOM ( ) {TOP) 7 IJ2' _ t3- § ,/4- 13' s T A" 13' 1!O if2 $ 1t4` S 1 4` t3 - I 11a r2 - i -/ a _ T 1J` 6 t/4' a v, 5 (TOP) u.(FT7.•') t 3_ S" - - i 3 $ ,dY B 1f{' t3' _^ 6 tf4' s. 1/A' 13" - j i- - 1 ff tJ4' E if#"$ (BOTi++) i SEE SHEET 11 fo. ANCHOfIS t1'AE A SPACTNIC MR MSTAUAIKONS. MO WOOD FRAME SURDIN IS e UMAMI M ANCHOR SPACINGS AM MMAWM CLEa, OWANCE ARE WICAIFIC ON OM SCHEDULE fOR E.O. LESS THAN INDICATED ON 50110LAE R iia AN0401k SPACING ITT WtTk( NOSPACING SHOWN ON 9CHCLIV,E BY THE MILT, 1" fACGIRS to- TINS DPERAT" 10 BE P039MILL REDUCE; SPACWG OBTAINED "SEND FACTOR SHALL NOT K N" T•4N4 MORIMMM S?ACM IM)"IED FOR EACO MOOR TfPE INK IRIS SCHIEDtu t/N"s ve. 114.4 1/4 R 11AR7N13R T19€ _ mus,-MVP --- wN-W - MINILUM ANCHOR SPACING (IM) 3 3 3 3 2 'Ir 2 1/2 .01MIUM EtK:E (la) 3 , 31/Y 3' s- 3,/Y a1ITTANCERLD.1 ILT3, 6L 3 3 ,/2' -3 IJ2' 3 ,/2 3 ,/2' -3 _ . aUAL EDDiE DWANDE F.D,) FACTOR I ,/2' 034 __ - - - - - - - 2 n• Olt EIS& - a30 3. Asa e3 3 ,/2' - 1.aP i.m - tDp r,9p `* SPACINGS ONLY VA IP WHEN SPACER IS USED. SEE IMBUE 1 FOR MAX. A&D• I DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER �1 IS USED. 1/4.0 TAPCON_ __ EXISTING POURED ANCHOR Is0' n r. " ---ZONCRET OR EXIST Nl GLASS 7A �f A A,S,D. DESIGN LOAD KWMUM PANEL LENGTH 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF 6'-1. > 50 PSF TO 60 PSF 5'-10, A VAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ ® SPACER AT 12 1/2" O,C, FLORIDA BUILDING CODE (Non INSTALLATION DETAILS FOR LIFE SAEETaFANEL( I INTO POURED CONCRETE OR CONCRETE BLOCK *STRUCTURES 1/4.0 TAPCON EXISTING POURED 1/4`0 TAPCON POURED 1/4.0 TAPCON E#%S1LNG POL6RE) ANCHOR O 9 6C CONCRETE OR __MIS7)NG ANCHOR O l OC CONCRETE OR ,_.- ANCHOR O 9' O.C. 7'.IiNGRE1E OR I'll °y CONCRETE 13LCCK REOWREO. 1m CONCRM BOCK REQUIRED, �,,$ CONCRETE BLOCK REOU4?ED, /:� \ .. fi ✓ t: `2-1 i i:4,Fr.�'.. I"""v e.. -4), il� $O]$,I I L -I. -- « "L i £ iiax _ _._... i" _. PLENGTH I li ANELO ). __.1 (SEE ELEVATION 1' Min. ON SHEET 121. 7 - E -SEPARATION' 1 k TO GRASS. { I I t Y T L/ I x' 1 r: E.D ♦ i QQ t , ..E..._...4 �, Eg W I 2N itt I fo I It 3/4I_ -1....- ---_._..1. 1i b )/ V TAPCOH `� ANCHOR 4 9' O C EXISTING POURED CONCRETE OR -.CONCRETE BLOCK REDWRED. �:ECTION R-LA REGULAR PANELS -0 WALL MOUNTINGS SCALE 3J8-1" �1 11 ED w /'.�'. 1 i � (� I Min J` i PA N- 1 E RATb TO CUSS. a'4.25 _ S. I II _ i` MAX, 5. 1. • P rH 8 HEEL II EVAG 1 SEE ELEVATION I. ) ) 'I _I' - 1 ON SHEET 2) 111 1 C qj 1 l_-._3 a 0 `l f f i Y ( 1 l ' / 11 �111 1 _ 4 r ED W s I __ _. � , 1 I e12 w at I $, 1.) i/ell TAPCON ANCHOR O 9' 0.C. ', EXISTING POURED CONCRETE OR -CONCRETE BLOCK REOLPR€D.. SECTiQN -tB I,y,,t LIFE SAFETY PANEL Sm SHEETS 15 & 16 FOR ANCHORS ANCHOR TTPB }- -/! W.. TYPE W SPACING. FOR 0 ALLATWNS MRO 1 wow FINE. eVaceRM MINIMUM ANCHOR SPACINGS . AND MINIMUM _ LRNRNM, NLHGR '�AaNO IV,) J •Ww.MNMm it _�'Gµ„_°�t' Lei•? mTANa1Y,a1 oM ,,d (W+) a 3 MOE INISTAOICE ARE .01CATED ON THIS' SCHEODU1L FOR EA, LESS THAN MOiCATFO ON SCHEDULE REDUCE AA&HOR Clio In,$C MS,i?Tli'1Y44 SAX- $HTAIN aN SC4tEODLE By IRE FOLLOWING FACTORS. OW ��L , ,/2- a35 MR THIS OPERATION To BE POSSIBLE. REDUCES SPACING OBTAINED USING tAGIOR SlIAUL NOT BE J35 THAN ... - -_ ... 2 /2 - SALT . .9 -.-.____-. MINR4U4,I SPA0`0 tOD%'.ATED FOR EACH ANCr"KR TYPE QN THIS SCHEDULE- 3- - - _..._ _..__ _ a i/s I - FN- . i I i - I 0 ! E -, } j#p I E,Q ; d=' (t I J .. _ ,) r y .�.r t G. (�1 11 li it i I 1 4'A-2aa i' 4 I- M;ti ; 41--SEPARATION Fx i'sy_ TD- CLASS-, EXiBn141 --T -. _- _, t�.rs whY GLAS_ �"•�LL_ _ ' 3 - `, eR,S w f z`''-,_ _._. ___ GLASS B - ,A , T___ iI� z. B. , _ - T wt fl, + 11 - i tuMai. Y-dr) N cx I a t 41 1 It s -r i } _ i MAX N 4 6 1' MAX- B B b¢ _ _y _ _- _ (I -r - PANEL LENGTH - - P - r { 6 PANEL LENGTH i Ef ELEVATION n F1EV ET ELEVATION I' Min. 1 1 ON SHEET 12) fl _ _. ._ _. _+ ON SHEET 12) 1I'-'S ii E n TO CUSS } i-- - - -> I - f 1 d r. F I K 2 Lf i E �J � ' r` "I ., 6" f ,., ....t,_ _ - i ,., .. sa D.e ?. r £.D. 1 g I "'r-L''.'- ED; :: ;. _...- 1. .._ i --_. '-_.. M I TEAL EO R ;E. w Hex M.S. pus w 1 EO I s; w raX y�//w Ms. ears w�a 'r ,, 3_t e 2 112 0.C. ''( . ,2 t DO. .I J4'a TAPCON __1/e* TAPCON ANCHOR O 9' O.C. ANCHOR O 9' 0 C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR __CONCRETE BLACK REQUIRED. E� PALS _tow.p.rTE BLOCK REQUIRED. IL 0 LIFEC SOAF T PANEL .0 WALL NIHIINI... MOUNTINGS SCALE 3/8-1- ------,--- TION !2ETAILc5 FQR LIFEAF INTO WOODWOODSTRUCTURES I -. ,._ _ . i, I __ ,ISWEOOWREOFADER _ _RWOOOq FADER ,Y4°. TAPCON ( 1/J4.0 TAPCON >.. __ I A,NCHIOR O 9' 0-C. AT/C114R O B' 4.C. I, ) %I i -- . 7 I! {� 1`--. sm"I z' ' / 2- / it k, ] tiJ4, k i I , I lit ' I I MP. ff! ((( I r-----" I , L_F Si r I_J E i R 1 f„ "c N1 l 111!#"A-nMr` to _ . .:.. 4 6 "; �.... S MI- n'4 LY, f%S9L. 41 q .,, . ra J pyEBUF GLAss 14 �_ B _ _ �- w d II.,., Gi mm, I �` awR r I I LD14IN +b7 L It i ° ^MAX. I 1 L I _ _ '1' MAX-. It.... � I- _1 I iI , _ _. 1 11 ( 1 ! PANEL LENGTH TILL._. .�:7 -._ i .__ a' PANEL SEEELEVATION it ,r I : (SEE ELEVATION ii `' I ON SHEET 12) - _ - _. 2 t ,;"_ r .: -__ - _ -<-� .:-. ON SHEET 12. N -*, ----- .__".l A} II ,r I I I-MIn, S I M. __ ., a 1-._.I I ' �- It°-'SEt'ARAT,DN---- t !'"', �.,. I' w- 1 r i I 11 1D CUSS. i �.J il-�---SEPARATION -- I - t� I a , R 0 GLASS. I S. I . I t Ia2 r -r I - (4 - '.. .... - --., t-- :, ,,, .- 4 •- I e a at � - . m I/f .G I ifX EQ EO 1 -,., I.. ._..L..,� .,. ., ., L I- �, PUTS WOTiP ,,T)_ .,_. "14" VIOQL?_ _ !! PLATE !I.` -q - ,tf4'0 PANELMATE PLUS 'J#10 PANELktAT- E PLu5 I RECURRED REQUIRED i ' 1 AdtiCNOR O 12 iJe aG. ) ANCHOR 0 12 1/2' D.G. ti} ALTERNATE R-- ALTERNATIVE R-38W Q GI�,� &M (V� LIFE SAFETY PANEL t,.,I, INK ll"," XrAU mgubmNGS 1EA•A: tIZ0 , SCAALEE 3/6-1" .§ GEN ' ✓,9 --. I = 0, 44167 - FLORIDA BUILDING CODE (Nan High VelocityHUTleans Zone) ill marmt * ). * 5 = ,t2o29 taTEcn, Mc. F:. 24 GAGE GALVANIZED STEEL STORM PANE L a41wN D, T INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. l A'• SLATE OF .`- - DESIGN PRESSURE RATINGS (p.s.f) AND PANEL �'-�O- F( -, i w' P�� I�� '/ TE: 2n LENGTHS AS PER ELEVATION ON SHEET Y2 '-,�.N,..., OR--_.:�1� LNe GLOBAL PROTTION PRODUCTS, LIB. wTs: +'4ryA S/ONAL �'� 0600 t STREET, ?. FOR NEW WOOD FRAME CONSTRUCTION; WOOD ,%^/--,^s,4,> WWT RNo,, & ENOiNEfSaWO CaMPANY [W. YI41hum11TN1 ( .ilw*iI po4} lY,w'-14M n' SAIiM 2D-T 75 MEMBERS TO BE SOUTHERN PINE No 2. W/ fiPECIFiC.: r sx1 PN--R9Sr)aas-1646,,. t96A)ERW-altn Le7H0 DEN511Y OF 0.55 OR EQ(IAL. R-.� w" °" «A a, N.w.�.a .as Nn: «. sa.ra„ N.n 11R4W,NG w PL. SF-0tr'SIONATiNF/ENT£ CA-WDaTJ 1EFLORI A. INTO d., PL °I"'` ` 'SH137 r5 OT Ra -+ -` 0 N C- to Ca " N " U '�o N C co -0 CL N C =3 0 CTJ � U) 0 0 0 C /IO 0 0 u- ''^^ VJ vV Qi L- \V0 LH- .- `^ VJ Q C ? C ICV O >� '® �� ' LIJ co C3 w-G L+ EO GO N "m 0 E.L. C -- E9 O 7.- -,w - C O V t m I 4� - O iZ Je d �. c G s •� ED 3: a CD CIO .w d e L.p= NTT a, C Q W 60 f� in -EL . = = a, C) Cn.1....,,,L. (1) CD a) C2 > (/) ^^O L 25- /\2/ (1) U C: =3 w O U (a) L. Cl)■ V / CIO L. W Lu Q Z Z Q J m SHEET NO. IS 1 .4 EZ1/18, EZ 1 W/ 18 ANCHORS - SECTION EZI h ALTERNATIVE E2114 ON SHEET 18) M 3 RR i'I iV SEE NOTE 2)-.,t�liw iO L�}NOTE 2) a rl END �YM71 i'�" . LAST PANEL. i. TO HE INSTALLED AT EACH OPENING SHALT ALWAYS RE x T o1 v D I d , D o d D o o ,, f f { -i} 1 S PRQVtDEO W,+ REAR HANDLE r0 FACILITATE tNSTALLATt,".N E. INTENDED • C =� �i 9 -!45T . -r P�? INSIDE T TUR . . { I r 1 l 8- Af....E✓ O1A OF '5 RUC. E � TI S! Y...,-., _... ,. _•-T_.,._r-'. ,. _..-.,-T- ,__� ,_ y... I.._ I 1 `�L' ttl. FINII�ys •Fk"Jr, _ 't�0: E HANU STORY PANE!_ S-ISTEM ; , I (CNu PANrUdTERiG+ PAJI } (INTERIOR PAN..,.) i (INTERIOR PAHF_ I MAX CONSISTING Of PANEL +. Cant TRACKS T., &, Bc TTOM f ' ' ! (END PANEL) I SEE NOTES 2. 3, 4 SE. NOTES 2, » E4 1 r (2). END F'APIELS S14As.L AL'ir`A BF OfiINNE. :'TER BU'TCM IRAt:k: :ITHERWtSf A STry' W 'HALL BE Ptz"D'JIQEO AT i`-JP #)I SUCH ! I , PANEL. LENGT]I PANI.LS. ! ? A I , i.... # 4 ! P I I_. '� -. "j,'* �..: •I'I >K S t 1 I.W, '��]k ! ) e+/- 40.0 PA,E. » , ,.... -._.. _., {s). i} c'Nr] 1ANELS AR CONNECTED Tn BO"t7M TRA:,b., CONI IOry _ SIfAI.i LilN'at5! elf If4°P-20.31A' M.5 w/ Py E s'x3132" WING t9L'EO PANELSW/W/ I/4R-20a?" ' NUT 0R l i4'^.4,A..f4' NIP, THUMBSCREW' 1NT'0 TAPPET, 90TIOM 55 BOLTS W/o D A "VERIAY TR/ti<CK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO i E%T-..ALGA cLAr cLFNGES OF END PA N1 i I I I TECCT-0N5 AADf1KA9E; Or L L-H PANELS +4 ENG TRACKS LIS 0A! I __ - I .-; ( , _ ,.. _ _. -_ ' i I - 1 _,. 1 ). .I _x_ + _fi x ( AT _STOP ONLY]N USED TOP I , LEAS', TAG. ! i 1I I ( PANELS SHALL BE CONNECTED TO BOTTOM MA �K USING SPECS _�i _ . E.. 144,1 }. 4.--i i ' j_j-_. -Y. P INDICATEO ON NOTE f1't ABJVE IN "s'JCIl IAE. CONPIECDON 0, aPANELS TO BOTTOM TRAC,I, MAY OCCUR AT ANY PANEL LOCATION. IJ I LL,.SJ.ILLJ_JL J-i_i.t_(_1J_eL.w';JJL.LJ.J_L1",.JJ,A" t-JJ_.il_JJ.a,�_._..-__ _.._ _.. o N . . I Max i Ss.E NOT}, k ---_� +` III, SF SOT; _ (7 ,.*r(q ''SSE I" u%rt '�' INSTALLATIONS ONLY VALID FOR WIND ~'.�i A•ICHORS NOTE ,T- SPEED UP Tq 170 rn_p.t,. .. /SEE =e... DN ETT k AL'ERNATN�. EFtR D`J GNEc 191 -- - ".=r. L EZ1/18, oo E21W/18 I TYPICAL ELEVATION FOR 5ERIES- 2000 E-ZAN foul PANEUIMIEM ( ) CALT.. 4/32"-1" :74 M+}x vAI' 2.Tiai7'(k4t. th'4LAn at AH7f VALLEY) ! 1 /4 w,x. SECTION A -A 1; n LI Ilrnxily SCAI 3/2"_ 1 ` '�' FLORIDA BUILDING CODE. Non 17i h `Celocii FEW lccnfi Zo+ae _ 24 CAGE GALVANIZED STEEL STORM PANELaY' ❑rJr/Un. -a FSIATEO(".QrR c. GLOBAL PROTECTION PRODUCTS, LLC. Viv S;AL"..crk+ rILLT t$gnrrG # EN51p-MI C01PA5i C9 20-175 All-60ti9rf9 .ert I P£ #Po.TZR_.5 T91R 4�'46]EFLO3K[Ll t1 Ig Eti:P�.Ii I��I�I:«Iw�II�JC ENc3INEERINC3 EXPR£SSO PRt3DUCT EVAwATiC3N R£PC3RT September 15, 2020 Application Number' I L869.1 - R2 EX Project Number 2"1543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach, FL 33409 Product Name b Description'. 24ga Galvanized Steel Storm Panels Large Wsslle Impact Resistarrt Scope of Evaluation: This Product Evaluation Report IS being issued in accordance with the requirements of the Florida Department of Business and Ptofassfonal Regulation (Florida Building Commission) Role Chapter 61 G20-1005. F.A C , for statewide acceptance per Method T(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Editfan (2020) and is, for the purpose Intended, aE Ieasi equivalentto that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Cade modifications or revisions. Substantiating Data: r PRODUCT EVALUATION DOCUMENTS EX drawing #20 3164300ed °24ge Galvanized Steel Storm Panels (HVHZ 8 Non -"'Ill , shoots 1-5, prepared by Engineering Empress, signed & sealed by Frank Bennardo. P_E. is an Integral part of this Evaluation Report. TEST REPORTS U ifarm static structuralperformancehas been test din accordance with TAS 202 Test standards s per last re oilsBT-ASS-17-001 tryBlaoknat r Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested fit accordance with TAS 201 and TAS 203 test standards per test reportts) #BT-ASG-17-001 by Blackwate€ Testing, Inc. + STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or mlicnal analysis to qualify the following design enteria. 1_ Maximum Allowable Spans 2. Minimum Allowable Sperm 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIEL➢ BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEANOEHGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM ENGINIEFERING Page 2 o1' 2 All American Shutters and Glass - 24ga GalVanized Steel Stonn Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing is not required lot Installations outside of wind zone 4 and essential facilities. Impact Resistance. LargeImpact Resistance has been demonstrated as evidenced In previously listed test repoFl(s), and is h 5 This amounted for In the engineering design of s product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedulil on the respective Product Evaluation Document pa' enginearing drawing). installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I a engineering drWng)L along with all components noted therein, Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein. Ail supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Most structure conditions which are not accounted for Ili thh, product's respective anchor schedule shall be designed far on a site -specific basis by a registered ptatesslonal engineer. All components which are permanently installed shall be protected against corrosion contamination. and Po t� Y p l3a _ n other such damage at all Three, This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ). Respectful IY, rrM1. IF S� Frank Banal rdo. Pit ENGINEERING EXPREsel 4PRO04F54V I Car Audi 9885 16D SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEANO ENGINEERING EXPRESS, COM E NGI NEERT NG E'RP8ES9,COM Iux IJN11Kn1], I•r ry .,4N �CAY'a?k-. l<-nF.Fr tn}YPL .�'. F. p: ,. Ir t.w .,,i ..t II,t 10 �i, •..ti^.. � a+PEP /FJ /• m J 4 Z Try IriTrr -aJ' -. •• W IM•1 { 3 E.lu- s- 1- s^ rtf W . F_I w Q R 5 l:T N m �i 11 t�t� 9 1 e tt p M W W- ft I:. K LKI_l I - O I� a N YrI kt _ _ I S _ Cam(} I J N 7 Doc' CFt v f U .T'N - Ir- H"R -�-�NGUFITIIIG EXTRU620NB ,'i yvtin ':N - ! Q J 9 •, f.P G]\V TYRE - I. ��JJryry,, TC -.r�r 'r.r _T'-Ft tit mf WW 3 % EtWTh:. ��=,.qr •. %iL /r. - ,t,r ktY,l W rL MILS iL' 1J1CCILINS/natlR I+OUNr SCR1aN 15 LU 1 LU 5 U O I"rt rrr �� t d HxL ' y 4 LL MDUHT SECr16 -. Fri r. , . in I A.,l^LH r PA .- n Jl ' L IL MAv vnNYLU J: J tit , ,far,: X J _ _ Q U W� " 2 3,1pp G ull r :x F NTG m N.:ue •.e''I.� a ff1 �i ce - �EItEC4EL LE - N L C� w. . Lx r,,rcL g@ _ � 9 R leerr'F rr: 31: g y3 B , r n 'INI' I NNA{POFE ro G' t T g1MANM R f- D.A -,.a Ir III A`:.:. �n A I .l -.31 1Rr�L'- 20-:3 543 fi r 1 - Ts .'r. FARe oPA•canrTEa4• /1OPnONAL�OP18aTTDMCl06UREOETAILI- r EfiS ?ditafll c l . I�1 L +l 1 •P •• � � k' IienI.K/]IRrsJ MIN II_H I U 5r„'t' xI/ RJN 1^�`[,)/�1 IN ST ILLATION DETAILS FOR SAS. 7000 E-Z HANG STORM ,PANEL i ) POUREDC TE, CONC-REJE BLOCK AND WOOD STRUCTURES , I EXISTING POURED L' Ci$NORM OR � I' TAPCAN l .._iJ4'i CONCRETE BLOCK I ? ANCHOR D 12" OC fti REQUIRED, - • f { r,/ y t -"` 1/4-* IAPCON y";t t4xt" HEX HEAR TEX =, ti1WER HEX HEAD TER ANCHOR fP 51" O•C .... GREW 44. 4" rvloM RF-OUIREA I.r `i` _.. SCREW 064" FROM 1j 4 I 1 EO I t L T5 i U } 1 I � t/1" t/P•_ t" ti ERi wrap. R 'SEPAR1nON. Ir 3 1a'n n I �f18°P -"sEPARA77ptiv FX1rq l To GLASS. 1 % E%6'TINO it"" I -ll - AS. iSnsUM PDP �', t0 Gt16SS ALI7MNJUM POP GLASS'.' I atg9-"-'71 F ,.-,, R-WT ''., R I - _' 1 1 FMlET ' _ � ,! 1 � 6 -O" S B `O 1 ±l•'a-Sml• -H _ _ MAX. v.1r-za, MAX -I PANEL LENGTH 41 S.¢ baTi W B _-;... -..__ - _ - - - - I PANEL LENGTH i t n ( Alm it I R. II-"SEPARATRON'w$ 1 r-•, 0 1 Mirt I , .,.1/!"N-2Ox1" l TO GLA55. t - - II'---SET•'ARATION THUMBSCREW SO% I II J 5ft1R II Ta Dt.RSS, i OF L. n THUMaT14UMB Zan1"SC'RE93 a OF L" I l It l� 7 I ' i i 1 t E O s.Jx , ) a+r _!„'a`9 TAPODN ANCHOR IV O.C. 1/4"0 TAPCDN � �, ,;'. TItL5I1NG PDLIRED '- 22a4; W ANCHOR O 42" OC '.. "DONCRE7E OR CONCRETE BLOCK REDUIRE➢ aEIX11RED. WAY_ MOUNTING WAj,I, ►}j UNTING SE00 EZi Al NA71VE E21W SCALE 3/9=1" SCALE 3/8-1' ��wsryy�ac�tA11MAI "Vulocify kiENSg= FLORIDA 8US1,DIie'G CODE {Non High Nurricone Zane} HS2IF.x - MLN. PANEL LENGTH ❑. Qr{ j' remn IATRPA; ux- 24 CAGE GALVANIZED STEEL 5I0Rtf PANEL rs. t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-5' - ORA"N s. PRESSURE RATING +/- 40.0 P.s.f. AND 6`-0" MAX .c1'- STATED � C 0 ine '1 GLOBAL PROTECTION PRODUCTS, LLC" wrE: PANEL LENGTH. � F �_,_ „_.._�.__ ' f WOOD `�. `r +sae s.e s, StRrrF FOR tGMlp 2. NEW WOOD FRAME CONSTRUCTION: ,. ,' g TIIIUT TM A cNa : IHa 4o+ePANv� `%' "i R. $4p`r„ "` DAV4' a. nxli MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC .... E - 20'175 la iA'saLsw :2,a] -'uS+ n�NE', as+:wzm-ry.s, 4a"+s�R-err • '"'+ /G • L a``� a„ ^Tx DENSITY OF 0.55 OR EQUAL. "6 Cl,.1p5iAT i9 aaR s pF�]• +4F DAiMNS xa frrrl7tltPa'4 X,451taN6tR£jareT; A%2TIYt A Y" P.E. t<R wtxf m� r ALL AMERICAN SHUT"ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ TOP MOUNT(CONN TYR TYPE AS REQ'D) SE�"'ttON5 ' TTCH • BOLTS WITH WASHERS@ WINGNUTS FASrENED'D OVERLAP @ MIDSPAN (USE' APPROPRIATE SPAN TABLE) �gN PLAIN'VIEW a p BOTTOM MOLLN7 1 (CONN TYPE REQ'D) \\R0,391" / MAY BE RT.TOP`- N.T S, ELEVATION TOP MOUNT LmAB (CONN TY P AS REQ D)) - (SPAN A E y--- BSTRUCTiGW) DOTTOM OUM '6a CD TYP RF AS REQa) Z T e� OBSTRUCTION (LOCATION MAY VARY] mew MOUNT ( CONN TYPE AS REYI'D) BOTTOM MOUNT (rIONN (SPAN BELOW E O TTPE AS REQ DESTRUCTION) N tIT TON) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONALk}.'-20 STITCH BOLTS WITH WA5HERED PROVIDED THAT CONNECTIONS AND ANCHORS All USED WHICH SATISFYWING NUTS, FASTENED Et SPANS ABOV!&6 BELOW ..00ra'[kl12TFtlN, OVERLAPS^@ MIDSPAN (USE 4PPRQRRIATE sPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS j N:7.5. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION 24 GAUGE U :PANELS SCHEDULE: rM._6NIMP _ 1 fI' ST Nit )E151A._R_A LNI 1-1S- NS rV+ 2 ,A`WN❑. 2 n-NF 4 $ FSStN TI Al F A Sri'. T' FX_I I Mu M '. 'I�i OWAB UESGN ALL A1 5 INd7LESS Ni ALIA XIrS P'Ai N aE PREs RF SPAN lma+I 'THAN 30ApEtiRARE irAll3❑446VEGRA E SP5€1 ._M4X e0M i! ffiD 21 / L3tlU &19y •t i]61 P �_ f e r 73Ua {` &tI'n Iry 3.IG kA 45 Y 3UD r 61d6 Sri 7t61ii 5Ga / taGCIn 606I.rt e t+6 tr, , d 55 ♦ ,brr i 1 ltlo S In a3 2 rtt E #s C ! 6 D9 rr 7 15 Ln .53 in DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE wl?H P€jSIPVE LOADS LESS THAN OR EQUAL TO 14FE DESIGN LOADS, . 2, 'ANEt FASTENERS' ARE STUDS USED IN A MOUNTING TR CtiN NOTION wrrH ALL NnN� EX SIGNS JU W V C-RACK, STUDDED ANGLE, LT--). USE 6:JS OPANEL FASTENER SPACING SPACING TAVALUES FOP fiL4H'- AND "U'-NEAOERS !INCLUDING atllLD OUT CONDITIONS). 3, ii#BEAR tN'PERPOLATIQN aErwEEN LOAO6 15 ACC13P7ABLE, OTHERWISE USE NEXT HIGHt;R LOAD. GLASS SEPARATION NOTES: I- ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. 'SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE WADS ONLY A PT T N INTERPOLATION BETWEEN LOADS IS ACCE.. ABLE, O HERWISE USE E,i-r HIGHER LOAD 3.. FOR INSTALLATIONS OUTSIDE OF THE 0VH2 AND OL1TStDE OF ESS'eNTIAL 3 M P NTHROUGH TH 4 ARA FACS1,1TfF�. N A WIND ZONES 1 3 E GLASS SEPARATION 5t SCHEDULE 13 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED, MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES; I S--ULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THI&SYSTEM SHALL BE DETERMINED PER SEPARATE E GIN ING.IN ACCORDANCE WITH THE 132T �NING `IODE PRESSU EiE 1,1 Q REMI:.-S AS DETERMINED fN ACOOR€IANCE N tTH ASE 7 AMCI CfIAPTEl 1 C TFi ORIDA BUILD G CODE LIE- BSTHAN 603 F E Fk Try SEAL 08 EQUAL TO THE POSITIVE OP, NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL IVOTES: VISIT ECALC.10131643 m $r� C IT,+S 1rc h ... 1. •J-11 {� N9r eJNFIEEFTIN❑ PIPRg6 DDwBTORE FvaAIVmDIN flAN ,: rtr3 IENJtf - MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT i E$nbnj7I s 33 Pk L 4 x L F s 4 . p3 � R9 u it aLW ut`U'wEaa., " a°: e" 0' 23^ 24' 2V 7i" 24" or 24" 237 26" F 2 < m z-r 4^ o„ Zr` rs" za" 3 ?.t5 & SAaU M 2a" - 23" 20" t l" 3➢' {q„ tit" BO Zd" 30' t t` O T E„MorA.'F` rou4 1 F. r4.. e0` 1 3!i' An° SW' $$' 2 A" 4o` 3a- 53, 83" Tract 15 35' 2S" af" i1" 30" ST SO' 25" SO" 31" 55" p Will Stud a k9aUr4t ZT 1T ZY IT" i4` 30" It" 29 11' ?e" 'Y 3 t" t- Dsact Masxlt 9r _ ZA" z a" 30" 4a' 5i°' 29" ae' 14' 46' 3G' S3" h- D 'IF Namin, a" Ir R' 23" I z4' i£ za a' 24, 21 3S' to T reek 2 4. 11' 24" 3a" 4a' �' 2s" 4g' 14^ 48" $O` $3" SWtl &R 23, 23" tt" a➢" 3T" tl" 30' 23" 30' 11" 33" 'r 4cl ZW 2T 7„ S3` SS^ 3P,53" 8" ST' a'3`_' S8•` Sine r ri x K' ,rNr a CQnC MG ib.. U4 xa AYYtLI NG E55' � nN #DIE N!"iifL+ E SEE i] ' fi Ht Ftdi. 1 I AN S 0.x '.- ND RPA A 1tYd sE1aM CIAXIi lN H0U REtr WhfLM ✓ANEL aiN.,."TA IS R[SPECYI E!K M NG A*3 1P0 C i §IOC C. 9 Rf5 RE i as & I. V L+C R MO , 5 I :(E «t5C'+h. W rrRE 5i' C Ctlasd kli?i U;tt FI H&]ILA L%M N'229 llN ) £ Ill :. C P.i-1 ieZ F SS 1 Ill. - YABIE Ci NeCYt W'rH kW{S"OUi STr'C L4zL ., b4};fia wABJiN WP1, P5W% g ] V / r+tf .e FASTEN tit 5 llp S 5 5. P N ISM SPIN# N ,Pex .T,;� UNA(' r t1C' -L HAt E i!i c=c++]rwe-alL'F ar._ .m. wY MAhrTl ,e Non::>x zwewx :,a 0OPTIONAL INTERIOR FASTENING DETAIL N.T.S. d 'G t M CMN S4:Rfw E 4'.SfON ro At•]aCY'+i '__ c,N c, T. lcAS Nn k h 1 EV 'CNSURE Na IR r 9f Jt , L. rlU 1] ^IFIX ,F E AaONG ✓F WLLF f . 1 C f]W 5k Y FUR Giv' C ' '.NC]Krn YFlJ!12 >1i, M.M:a �'41M: rib. - rAix „ANSI u, rNr #E� PAxfl! MM O�EGRE55 PANEL DETAIL INTERFOR FASTENING FRAtUC BEfl InA0.G0. VE e I'ELWaGs?9 ep eaes J �p e W m S. I ,.ERR a ,. m �S g� 9 01�rn To ti I -N ' r-2.2sa" U 094" .9go- 2 25P 1---'" !-225a" OOEO" _K L4 >IUVx 0 094" 0,750' z D.094" D, L..5 4 r3. w o,6 7a GA m OA794" = TVP .+ T � s D - 049' ,_, Y�.120" "' h TYP � -0,3 0De4' 061° Ti 094" n o.os2 4 N0,06." ". , .. � 3s-� � �. 1-aazs ..a..m � ..t..._.OA62➢7 ,06Z s c, ".IRr vg�p 0062 TYP. 2,OOD I+- zo20 D 250 a.Doa" -1 z,Duo^ I� 4.121,.190" - ANGLE tth_ LDSIIRE snID ANGLE - L" :n ' ' DER 9UIL0-OUTy" HEADER N I I-�1.BL t.860"!-�1.580", 1I.510" II'3.SIR 3660"MA-X.yH-{_,r31g7¢"5•' D.376" 0.9435 D.375" 0, 301 ""2u, . R�yC su^'� z F12.560"PANEL CPVERAGEJ I 0.L79"-jI�Ip�a.65 0I rO,55S 0.686.. ➢.150" La07 0� ya, D•L%i c 1nDA NcAA PANELENGTH ,r] I '��'r 'ten Vf.�-}L p�aEcwN z4•Sfi0„ D.2so�o.GSO" F ':': auei o ,I 0.5 4. P w i wp I .+ NAY BE O.Da5" D. 25C1"' T-� •0109D' T---Ii-D.09D' ROsoz_,_ srN O a.it5' 0.7Lo" 0.3 D5' 1- RO 135'- TYP TYP. 0,700" 'TfyyP. 0,090" a ss7" U3 rt, 9UILD-CUT'r" TRACK r'F" 7RACA f ANG 9 rR, MVA51iERE❑ 1�INGWUT ,✓ 7 d • a� P ri5,..i" i r'x KE1•h'f r 'M,�{4 Eft _ 8313° 4011E IN LE F 0376°''! �Ffl-i sz° Lt 0 DutcC.. oN eG FI-3 DOD0.125, _s' LL',I ° ly RE/FJtSEV r..:1.r ti IJl1 "f* ANGLE- mnl<:tEATENDED1 Fp y 1,000" I i A+C¢ GV[[la rArWl., f!t a �� r OVERLAP J/f 25" MA 4" MA1C. O.\ LDRIIER CLOSURE DETAIL 1 j/��} �/y L^J 0.19a I 1 v:ner `O._J L7:25" MAX, MAX. . a_ ran'ur c -nG srr � BUILD -OUT -:�T - W 4 IdI,Ta41 a OLo`TANCE - II Nal, 1 EIJEIr,II 1,000" Q r .. EMBED .J OkUL•�F,Fu40 r, I MEC�I ' > ••. �� el' -. I i o00" - - I fit, tl .'.0 5Y1.=..,_; l.fr iF�:t-•,r. a DUERLAP >+:oJ I 1 la 3.az0' •' r arLlo: 2:' : MAX A A / F , J. II.N II B .W . .2. MAX .xx.c E,._ . _ %`- lsao a r r Z-� F• u / e J 1.500 ' ,L 4'• MAX. MIN i i c- 4 11 V on, ,•T-i /�'� Copr,ft CLown DETAIL .=F'"-! "r, ,•� 1 - +$ice y9@ R;l EhIBEp, TRAP a NaUrn CLOSURE DETAIL FR}P,�1,T r a!��j`-�v Eii3g6 ANCHOR SPACING SCHEDULE: 24GAUGE PANELS P4NELFA5TENERS@ L2 5' OL ® ON EMIR l= �®' '•----iiYiRL'a�ti�"��®1.51✓iL.Yli'!Li'Qi mMMEMMENMENIN om" 1U_e.a.'StRJ•® 1 / U E ®AL'�.EifL'iGi�®IEffi�® t, i i MAR aESIGN ANGTNOR PRESSOR€ e S�A"1 LIP IO (i-U' MIAN TIP IL3 EI'-II' tiRAH IIR 1[1 ill'-.I11' CORN TYPE cz c3 4 CORN TYPE ci cs ce c4 CDNR TYPE ii tz L4.. 4'.i'T' EMBED L"83 i I Rt .•iYltrv. 41 48 5Z 72 L2 6 Y60" 1 s o LOSS" 1 2.6 1 0 Ib 75 o S S' z 1 0 3'tr" 6" 6 6,. x 125 16❑"16D eB' -.S' 3 Ill,15:❑" S1 ] B i ❑ 14.8' ❑.❑. 125 i.', 0" 160 7. 5'* 12.5 12 E 12:5. 160'LOOS 150" 147 S9' 60"' 1Z. 5 -160 1Z.5 Ifi.❑ 1 6❑' 47 14.7- B❑ 12, 5' 1251' ❑' 14" Ifi.-6.❑ " Sfi❑ 4 fic" G D 33 YY c_RPI 41 4B 6E 72 125 16.o' 160 10 ]" 12.5 1 0 La 1" 30 12 S' 60-10.6" 63" L25 } 60" 14] 81' 12. S 160 9 Sfi 7' 125" 1609.7" 5,6" L25 1.5 1 15 1fi0, JL0 lfi ❑" SLI 150" a6 70' 64" 6 6"' 12.5 12.5 1 2.5 1 0 160 160 9'6" Sfi I.E.Sfi 36" s 6 125 ]26" i2.5" 160 96 " 56" I D 4.6" 3.6" 16 P' 4:6" S6" u x 33 TAP: W'CrAs• 41 ,yy AB T SL 71 L2:5 - 1 0" LOOS 12.51, 160 1].5" ]2,5' 161330.3" s I6.0" 13 3 1 .4 2 1 0 6 9.2" 12.5" 1E ❑ 9 125 1E,1"i14 12:5 Sb 01 9,0 SG;I' 180 a.Y' 160 91"' 35.a. AI S25, LZ s. 16.01105 15D" 91 12..5' ]2:S ] 0 16 9.L" s I., 125` ]2 I,- I.G•-% 7 S. 39 A I Pili i., 1n 1 41 4NOOD ku.- 48 yy 52 ~D �d,N,Lq�y1Yy `•^^^• 72 L 5' 16.0" 86 7.3' 12.5 15. Sl 60" $1.' 12.5' 12,5' 1fi.D" 7 ❑ 4.9 12.9 2 5 4.8" 4.l" 5.: - 13 4' 4.a" 4.1" 12 5' 19.4" 5.9 5 0' 6.2� 12 3' 4.7" Y a J4 •' ss 1 .2 4.7 S.25 123" 4.7' 30" G 2s" 2 ^ 4.❑•' 3 4:T 6.15' 12.3" 0.1 4.0" 6.25. 123' '4 9.M 8.25' 4. T" +!.❑" ANCHOR.NOTES: I ANGHORSCHEDULEAPPLIES TO ALL PRODUCTS CERTIFIED HEREIN' D U70NLY PROVIDE MAXIMUM ALLOWE CHOR SPACING. 14AX MUMALOWABLESPALASAND FRE5SURES INDIC ATED ED I5PMSQIEDULL. St14LLAPPLY E TER N 2 N A CHOR CHEaU LE BASEOGN PANEL FASTENER SPAC'IFaG,.THEE%ISTINGB RUCTURE MATERIAL, &ANCHOR TYPE- SELECT DEIGN LOAD GREATER THAN OR EQUAL TO NEGATIUE DESIGN 1AA00 ShIUTTER ANDSELECTS NGREA, E THAN E ALTO SHU ER SPAN. ELECT N PA T R OR QU TT S LE CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION i$EE MOUNTING DETAILS ON SHEET 2FGR IDENIT FICATION OF CONNEC ION TYPE . ) 2 "PANEL FASTENERS" ARE STUDS USED IN LOW UNCTION WITH ALL MOUNTING EXTRUSIONS 'F"fRRCIZ STUOGED ANGLE ETC) N G TABLE V ER SPAQN HSE625'DC PANEL PASTE ALOES FOR r ALL H°-AND "U°- EADER INCLUDING aUILDOUT _ONO O 5 A H. S t WITH N) 4 ANCHORS SHALL BE INS LL YN ACCORDANCE W H NUFA_ RE 5' - ME DATIfJNS TA ED R AN YT MA ,'lL R RECDM N 5 HOLLOW BLOCK HOST ST UCTURESHALL CONFORM TO C90 BLOD . EMINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 IPllMUM EhIBECI ENT AND EDGE DtST CE EX t E AM BRIO N T R 'LL M M AN C ODES BTUCCO O K A OD HE WA FINISHES WALL FINISHES SFIALL eE Llhlt EPT014" AX OR SH LL BE RIFLED BY DT F O T / M A VE H RS.T ADE TELY TR. N5FER LOADS TO HOST UCrURE. QU A A SYR B fONCRETE ANCHORS NOTED H EIN SHALL EE EMB DDED T UN-CRACKEG CO C FIE D LV, FR E O N R N 9 WHERE EMISTING STRl1CTURE IS WOOD FRANIING, ExISIT FIG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS AREINOADESUATE WOOD FRAMING EMBERS, NDTPLYOOD. FASTEN ING TO PLYWOOD IS ACCEPTABLE ONO' FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSH4LL BE LOCATED IN CENTER OF NOMINAL 2" "X 4" MIN WOOD STUD Y," EDGE DL CE 6 ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL ESOUTHERN PINE" G= .55OR'GREATER DENSITY, LAG SCREW SHALLHAVE . PHILLiPS PAN HEAD OR HEM HEAO� 11 REMOVABLE ANCHORS ARE DEWALT PANELMAYE ALL-PL7INT5 SOLID -SET& BRASS H SHBNG rCH ORs u 1.2 MACHINE SCREWS SHALL HAVE �' Y 1MUM C-N GEMS OF AD�I yV H 1 M EA NT THRE _ NEVVALK LT) N ANCHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIDEWALK BDl_T) 12. N'.O. 13, MJINIMUM EMBEDMENT AND EDGE DISTANCE FROUI REFS SipC{;D O0. OTHER wALLIINISHES. LIL an DESIGNATES ANCHOR CONDITIONS WI I104 ARE NOT ACCEPTABLE USES, 1E �: PtnECT MW NTING (ANOTIONS. Ifi LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ATJCIIOR SCHEDULES LISTED.ON THIS SHEET N Q) cn N U N Q CD_O O C .� Ca V -0 0- � O IM � '�^ N 0^, O W CIO p > .N� a) O � Lo- L CU / �� III/ J Z Z W J (D W -+--a W v I O L CIO IC its CD �a U O ^^L W W c G Q z Z Q J n SHEET NO. SH 1.5.