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Home My WebLink About36662 Garden Wall Way3 m rn L0 Iv 0 V) CID 0 0 0 I N Cr m Q) L0 v Cn 0 0 I i N 0 0 L L0 ;v 0 V) 19 4 0 3 Q N 0 i a a 0 cl- tp c i 0 U J LZ 0 n v 0 tl M O LO 0 0 z Q z w x r m v (N 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 ABBREVIATIONS SN STRUCTURAL NOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN 1 DETAILS ABV orAbv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 DETAILS 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 S5 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing - - SS BC Base Cabinet FT or Ft. Foot/ Feet REOD or Req'd. Required= RETROFIT DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. RoomD1DETAILS &SECTIONS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. RoundWP WATERPROOFING DETAILS - — - BLK 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 _._,- _. _ = - _--_ = T PRODUCTAPPROVALNUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core - _ ='= == - = -- =- J- BOTorBot. Bottom GTorG.T. Girder Truss SD or SD. Smoke Detector _ 1 _ , PA1 1 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door -- , - r PA1.2 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves _ - - -- - C Carpet HC Hollow Core SHT Sheet r , ,..__� -: 1 _% �__ -_.- - e_ SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL - - - - - - - - CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower�� , •— , --�3 _ , CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CLG orClg. Ceiling HORIZ Horizontal SPF orS.P.F. Spruce Pine Fir SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL 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 El 171 M F71 F7 El El Ll SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL COMM M or Comm. Community INor Column INT or Int. Interior Sor lnsul. Insulation SW Storage or S.W. Shear Wall E] El D FE 1:10 IF � SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL COL C T COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONT or Cont. Continuous LAUN or Latin. E] ILI CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar 1 0 0 El 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 ❑ FE ❑ Ell FE ❑ EYE D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window -- - DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL orV.L. Versalam - - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/orw/ With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPit. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08-20-15 1. 0 NEW BASE PLAN d is the intent that listed in the trovidi g 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 12-8-15 2.0 ADDED VAULT. CLG . 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 12-2 8-17 3.0 2 017 FBC UPDATES undetected and not reported to the Designer I 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 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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. 08-2 7-19 4.1 ENG. REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and 14 ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. whatsoever. The Designer/Architect and EOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 12-19-20 5.0 FBC 2020 CODE UPDATE vandalismtrespass, 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 06-14-21 5.1 H VAC DOOR TO 2652 PER C.M. 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. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 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 KLM 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. v a� G CO C, N cr) .. w Cl.. CN cc O s- 1 © C14 N dam N E� CD C2 �9 3 w � is � a► .a N Q. C f4 � v CD CD IV ra S E y r� ,o m, 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. v W Qo oM 4 � N o w O Cr cD n N 9 H a, �040 Fri N O # LL :• cUM"T LL r= LL LL -J LL u-I d In Lu Vz a Y 13 — a m c � u� r 09 O Aso' r i � � � _ WC/5 c ° m IL�o Z � M Z N r o Z o U W ❑0 N O O O z N � o a r nNi U)Lf) 0 LL 1 ' T LILT 0 w o N �c/1 c� m � w _ R m qw 0 y ¢ 0 O N III, o JZ w C M o z < LL- E wo �z zo m V ❑n 0Q 00 O °z ' IDS aZ wg cr3ao 3¢ pU mo 0, ZI Z w -7< �z ZO W Cn 0 az m <� Z' .IS o w� >° VM zIQ az O° 3 eq > C.0 V) L m Q CL LO ` co O CO O J T Y T o U) m N Im C LO T' Q O I O N N N V/ r C.0 T T � E c M Z M Z � N E T c CU a E a .co U p ° Q c JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. CSW--,P v, 3 .D m rn L0 0 Cn C) 0 J cD 0 I m rn L0 L8 v Q 0 0 J 0 I rh N O L0 i L0 lCJ L v V) C 3 H Q M CV 0 d 0 E 0 CL J 0 0 LZ M O 0 0 d N O LID 0 0 I� 0 Z z W Q Q m rn OL6 X MU' W TYP @ 1 STORY A S3 A OWNER'S SUITE 8'-0" CLG. 00 CARPET I iv 17'-8" 5'-118', �, I F' I = I O M 2:12 VAULTED CLG. �(3)2x4#2SPFw/ DTT2Z @ BASE I 4'-0' 1 1 I I I I I I I I FAMILY RM 9'-4" CLG. CARPET 65'-0" 55-10" It 1'- 15'-0" : 5-SH 6" - - - - R&S - - - - 36 36 6 DPr • N E N C 0' BAT - - W.I.C. TB 60 -- - TILE - - - _ - _..- -- <??- 3'-0 " 8'-0" CLG. M� CARPET T T 7-8" I fn 00 I� - 5.32- 81 3'-i0 26 2$68 ee co 60'x36"T SHOWER 1L6L o N FIBERG SSURROU D TP Ge rL S-10" 7' VERIF METER LOCATION WITH BUILD R VERIFY LOCATION W H N ELECTRICAL PANEL 2 6" O BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-o- EDGE OF SLAB 2" BEYOND WALL K S3 I i 1 I I/x� I U�Q�I I I I 1 i R&S --------------- i 2668 4'-0" 11'-78"" 1 1 6'-10"" N 4'-7" 8'-8" N 54" 1 I 5068 B.F. 1 1 OPT, I - -------- ------ - N T- REF.- BEDROOM ROO 2 ATIO CAFE _:- - - - - - - r .. I .. 8'-0" CLG. VAULT. CLG. / -� 1 D.W. CARPET X O 00 vi CARPET -1 C I "' 3 3 T cv > U L--- 0 I r 00 Kw/OISP LO 2"_ ," -4" r 10' / -TILE VAULT-CLG.,� -- - ■ I N �o0� _ PANTRY CL - //// / - _RAh1GE - - - w 1: W / F L.„,� : ATCL �? 36 I co DEEP 29'-8" 25-SH EGRESS 0 A H.B. ---- I I I I I I I I I I I I I I I I I I I I I I I I I I K C 53 (3) 2x4 #2 SPF w/ 3 DTT2Z @ BASE FOYE 9'-4" CLG. 10'-103" TILE_ s 1 S-6 � I HDR AT T-4" 14'-6" BEDROOM 3 8'-0" CLG. CARPET 1 U-4;" 15'-10" 25-SH EGRESS 0 NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD ----- �i31 1 G.T. - 1 K TYP @ S4 GARAGE OPENING %T r� uu- �/ H' 8'-0" ICLG. ' 0" CLG. r CA PET TILEI 2" T 5' 3z, 0 �I - 0 FIBERGLASS I - SURROUND 19'-6" U) L6 X O MW TYP @ 1 STORY A S3 0 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38J 187'X37i S.H. 14 20X50J 187'X50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20X72 18JX714 S.H. 1H2 271/4X26 26X25J S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S. H. 1115 27JX63 26X621/2 S.H. i H6 27 J X 72 26 X 71 112 S. H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 1 X 38 � 36 4 X 37 3/4 S.H. 24 37 � X 50 J 36 2' X 50 S.H. 25 37 J X 63 361 X 62 112 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 7' X 371 S.H. 34 54 X 50 J 5271 X 50 S.H. 35 54 X 63 52 4 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. fTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN 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 1-318" 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 112" 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant, OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 OB +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SE E SN SHEET THCSEE SN SHEET 14.Q 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. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED ELEV B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 r-O" (GARAGE / LIVING) coo da W o _... s aJ a � o V N N C L.l. !Z `O L � s c X Q - 3 m a: u • a o . a> c o a cr .fD a. N G C E m o iv r� zi W z °d; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �ar%R-,'tCy � fA Ads Aloft F i O M ON N tm s d 0 W � U) Q gg Sa W J LL Sz u- d a Y 3 C W ` Z � or N_CO 0 C/5 m w Z Q J � N C7 0 ci 2 Z N J OU U o s W ❑ ❑ M � o� a � r �N4-1 a w O N �N L o uss C �3 �) c u' 0 • o co M z w Z z __J LA.. E a�00 o Cfl r0 '1 C F °�- z wo a p a z 0.w z CO m J <o Q O Y mo w2 mo O , ¢w 5 C, T o� 2 z J O az T F TO m � Q K tt IIIIIIIIIIIII' o � J w w ` ;a a zla 00. N C:) >� 'n L / m F� Ln (o C r � r ca Im m c Ln r co L04 M C:) LO CID T (0LO T T E L , n z z E 'I- E �' m c a U J 'a0 J JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. 1 O _ m rn L0 L0 i 0 (n 0 O J C.0 O I IM / m Q) L0 -0 0 0 0 O I M P'7 N O ]L") O Lc, i 0 O C' Y O a P7 O CL E 0 v CL c C> 0 v v gD r7 N N ui O 0 O CL- LO as 0 0 z rr W a Q m v VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w > / MEDICINE -1 CABINET 00 � O~ O~ U- Q ILL Q O > N > co co co Nil KITCHEN ISLAND KITCHEN 0 50 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER i HOLDER E N FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w a SHWR. o _� VALVES _ LU o 0 00+ 1 `1 SOAP 50 o DISH U 1 _1 _1 O M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY O M b> 0 CV OPT. REF. Ll 0 KITCHEN O n I O i n MIRROR 0 OWNER'S BATH INTERIOR ELEVATIONS SCALE: ,,z _„a. 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE C° 1 -1 � CABINETS o 00 00 00 o LL rIN LO a V-2" 0_ 2x FRAMING -IN - O - O M Cfl T— N41 1 /2" GYP N "' r -1 CV _ iv BOARD FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" +� o C C— O O� V [V '� Cn CO O L e� y � Ce •tV V ++ a2 s 3 Co is c a N c E m v a � 0 r♦'y,'n SQr 4s ]'v F4� 1; E'' " v tJ � •• • E ••.•rtc;. c VON,, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �fa:r W O M O ^,rmomN O N p fD O 0 N 0 1 .� ao m r` m CD as � L W F yi ++nn � W W Z co o m uj N Z Q CO w3 �p V N O V O Z 1-1 M CD Z N M Z QD N z o Q V) ^ ' N 0 C tJ W � t0 0 �C� �N W U Uj d U o N L U) N M -� o M 0, W Z Q c E n 0 U - az z© o� <� �o o< o< IL O C/J (tj c -�� 3¢ z W O m< ox orZ �m<w m� 8 O� �z Z �O U man Nu co T m op <o az N W =k - � dz 3 �W 0 o�< ° > Cfl Lm _LID OCoO J T ycc T m U) m N c T O L I N co CD r 0 (V Ln Cy) V, (0 T T (0 T E w co o z C Z E T— N c a 1) -j ¢ o JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. 2 -- i -- I I— - I If I 1 7 - T- , i- i-- - '7— -1 1 r 3 x m rn Ln LO i v O 0 J O O I r7 / m LO L0 rr O Cn O r0 0 J CO O I N KJ N L0 O O L L0 7 rn Q Q N O / v a E O v c J CL C O y O Rv L7 0 r` v 0 O D_ W) 0 LO ui 0 d 0 Z a Z LO W m .v V) F--- (1) 2x4 #2 SYP w/ 1/4"x3" TITEN2 @ 8' O.C. 1/2" OSB SHEATHING w/ 8d NAILS @ 6" O.C. CEMENTITIOUS FINISH 0 N LINE OF CMU COLUMN FIN. FLR. ---- ------------ I F20 Y I Q W m I 8"x8" SMOOTH @ 0 J @ 0 TEXTURES CORBELS I z W Z � WY � W � W U �a _ I z _ >z 1" x 9" SMOOTH _ _ µ 12 Q O<t TEXTURED 12 __ _ 12µ�5 d U d OU FREEZE BAND - 5 5-- = —-------------- - F30 HEEL -_ s _ _ -------------------- SCALE: 4)gSCLM TCOLUMN DETAIL -1 0 M F30 T.O.M. HDR HGT. — TEXTURED o CEMENTICIOUS 00 bD FINISH ON C.M.U: CD (TYP.) F.FL. l 35 SH 12 5 14'-0" RIDGE VENT 3068 - - - - �\�—+3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION - 131 12 �5 SCALE: 1 /4"=1'-0" T-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 Z�5 LEFT ELEVATION - 131 " =1 r PROFILE 32' N ELEVATION 0 DECORATIVE SILL SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REV. 09.24.21 e•' C%j 0 4.2 — � > W a cvwN C W C1. N •y � i N a ca a CD m m o_ W. y 3 � U � C O CE ,m c E v Xd -PiCN t-' tqv iv '• �'e � ~ Yam, � Rga3� i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �# W 6 �x i v E Q O O � rya' ;1 NO N 01 R� V O C co � � of N � m :>u N U) n coLLi LL LL a �� .q Ua 4 c o rr tgj �-�l _ o p N v) W O p-j O 2 W � Lu m coJ ILZ N 0 N O U U O e Z W 00 (D M Z N M O � z Z n Q v �_ VJ n M ` ^ ll O LL 'W'll T W � O W o VIM S2 fn t— U c 1 6 U 'o N ° Q N I® ti o c w M J � z Z < � W m E z o y m Q O U z® oa Fm— N �� Uo O EO O L= 10 o X z d c o 3y z m J w m ¢ w z C) 3 8 128 n w� N W m aW 0 ¢ zI< O a� o T O N u LO 01 N /"\ 0— LO CoCID T O J co m m LO T C O N 0-) co o O r U' 04 N L0 T (D LID i E .? M cL0z o m Z N r 2 CU cc a- U -1 Q p JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. 3.1 m rn LO L0 i 7 d•' cn C) Q O J coto O I N S m LLB L0 L rr C) 0 J to O I N N O LO LO LO v D- V) 39 C' N O CL v E 0 Cn E 0 v c c i 0 0 9 LZ N O CN ui 0 O d rM 0 r` Lc ai v 0 0 Z LU W Q r� c a 12 5� 11CCOIr eNC�I/C\IT-- ---AI !11 EXTENDED OVERHANG TO BE CENTERED ON DOOR 35 SH (2) 35 SH - - - - - - I 12 �5 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION — 131 14'-0" RIDGE VENT SCALE: 1 /4"=1 L-0" 1" x 9" SMOOTH —_ TEXTURED T-0" RIDGE VENT w 12 FREEZE BAND 5 - 12 8"x8" SMOOTH 12 TEXTURES CORBELS 5 L r 5 SHINGLE OR TILE ROOF PER LM v— - T -- COMMUNITY SPECS INSTALLED PER =_ _ MANUFACTURERS SPECIFICATIONS 1000or--- F= - - __ -_ - - __. - _- - .. - __ __ _ _ T. . M. O HDR HGT. 1 I -OIL I OII A i 011 TEXTURED CEMENTICIOUS o FINISH ON C.M.U. TEXTURED 3'-0" CEMENTICIOUS co 0o (TYP. ) FINISH ON C.M.U. � p (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — B1 REV. 09.24.21 CM o d� O L r- d O "C CO N e n •i y 10 Q L V! N L fn C' Q N � 3 C! CD of = C E L C eta tr � dL C da C � U O �,�;�Sa��5�1➢1lErrrrrt3j�' aQ) 0A i ✓�I/,.AOF `• I� S S 10N � j`s`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E o /aa V 0 m N r '� U-) N 'D # YI N Q r- i-- I J 6 � MOv � c u- LL W Lu 0 Z m °c v ° U)i r mo 3: W�2('°' Z Y O 5 7 m N O m J Lr) MZ ¢ W 0 ^ � � V Z ' N O U O U Go 1s W ❑ ❑ `D � Q N (h O 00 IZI r Q � -1 E3 to � v C1 z Cn w C5 0 N w o c Y frr i- (q W c La L i z .daiNf+L N ... O� N O ti o C-0 M J J w z z � 11 Ire U a p E E U00 z o o � W Z > ro Q ry z© ❑a N E 0a woww o, U: -C3 C: Qo i U m mo 4 W S w O G ° U a (/i T O m rr � O z w H s � F - a� W �3 =r J O c`7 ¢ Y �w rr TO a I r 'F o � zQ O - Uri c o Q N N Lrn LO a c� Q LO O Co O J r .Y co Nj } L, ^ i R I co N CD dTT' VJ ( T LO E U')M o Z L4 Z � E ECU c a U Q cu p 1 3 JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. 3.2 - VARIES 1'-10" 12 CAP = CAP 2" *NOTE: N 1" RADIUS N FOAM TO BE USED ONLY WHEN 2" REQUIRED BY r _ 3 1/2" RADIUS 1/2" RADIUS �M co 1" 3/4" RADIUS a a COMMUNITY �^N _ r'av er! o SPECS. IF NOT, `� m� c a `° DETAIL TO BE 1" 2" OPENING VARIES 2" �.2"�. o BUILT W/ STUCCO. � 1/2" RADIUS EDGE OF 1" 4" VARIES MIS SIN 1'-0" Cl N m n �^ OPENING VARIES 1-4' = N c o a CV O 2"' VARIES M z 12' VARIES 1, 1'-4" 1 s iv Nkill. 1 1 0 1 ar = ®s 1 1/2" RADIUS f io a�i o._ c► m 4" _ 2 1/2" RADIUS 3 as 34 , 4„ SIN ^M VARIES 12' 32" 11" 32" ,,, ,, 1" 1" 1" BASE • BASE r N 3" z z MTv T 3,3. 8 3, 4 I • M 4" N �N 11o 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" � COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-41, DETAIL TO BE 2„ 2 BUILT W/ STUCCO. EDGE OF 2a • OPENING 6 - 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, Q the structural plans and specifications contained within these drawings orida Building Code - m 4 1 �" N r Residential 7th (Edition, Engineersy with the 2020 signature and seal is only for the structural engineering portions of the drawing Engineer's signature and seal. rn g g p g pages bearing 1.0 10" y 6" r 1�� 24 � I I �� w c a o M Q' O N 9j d' - - 0 3 W y MNJ v' N o ° #SO LL 2s LL7 Q C J > LL W _ _ N u- LL Lu �i d 0 IN I_V -, Y o M 31, r o Z m c n 04 at.. 2 4, 3.. 6, N w w W 05 op m w z N 2" 2" Q ¢ ILZ m Z d r•%� I > > N O U ¢ c) W ❑ m 1-1/2" THICK 32' M N M O 24' � ;v 2'-4" Q - N 52" 1.5„ 52' M anon �z(� IN 0 O 00 M QX @ O U 4" 1" 12 VARIES VARIES (Q) /�1 g wa tV) Ly N N I 1CO 1J _ 2 e.f4T'_i. U J w Q N t 8 I cv U o a, ' o r VARIES VARIES � Y -lei LO • Q N 6• LO 4„ 8" `a 2 Q� c M o a _ _ 3 wZN r` U E o 03R 6" 4" KEYSTONE F11 b KEYSTONE F11 00 o a to------ cv IJK OPTIONAL OPTIONAL EoC0 _ _ FV CV ClM -oE R6" 2 44' d R 1" "v 3 3. ro <= w - wo J d T4"GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4' CO m Z. m o >�- Zt �y o � oz NOTE: m < g z Q z • INSTALL OVER STONEC14, TYP. N VARIES • FIN. TO HAVE TRADITIONAL Cn 310 N �� aw LOOK & SMOOTH FINISH W , 3 <o • FOAM/ EPS MATERIAL IS 01 3 s 0 • • • • E E ACCEPTED o w` 8 �� N C7 d CJ V' 0¢ NOTE: �U� s • FIN. TO HAVE TRADITIONAL LOOK & 1'4' o = 1 i 1 �_63 1 �, 1 i E2 0 SMOOTH FINISH a 4 4 2' 2" • FOAM/ EPS MATERIAL IS ACCEPTED 53" 1'-12' S4" > Cfl LO ai i T-8" 7" aLO 4" T-0" 4" < cD 1' 101,1 4 101, LO cfl �i O >� T W CV �_ `r All O VT LO i4� -2N a� O ' 163R �0+� T V VJ < CSC o N Ln M r co L r o ai E E coo cV o0 O 'I • Z n ih c0 r Z E T 0' E c LID�uv a U _j Q p 12, JOB NO : 23-06143 SCALE : AS NOTED GENERAL NOTES: SHEET No. Q M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH 0 Ili a tl. Ih 1 11 , I I "I'l 1Lill tl I'I;:, d-1. .-A, i, JI I I .I —i I� .� 3 _ m rn LO to ID 0 0 cn� O 0 1� CEO O to Ih x m -a- rn t0 L cn� 0 Q u7 0 0 0 I i LO LO cn 0 C O 3 H a M 0 OIL E Q> E 0 x 0 0 J d: 0 v U J U h7 0 to CD S 0 M O N to v 0 a' to Cn a m 0 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. 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MAOIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 KIT� Bare Cu Ground u CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03,09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET F�PG GROUND FAULT INTERRUPTER DUPLEX OUTLET Q HALF -SWITCHED DUPLEX OUTLET f. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?61 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PR PUSH BUTTON SWITCH (OPTIONAL) H�B PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T© TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IM ELECTRIC METER mpn ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G7r J OPT, CEILING FAN W (1) PHONE LINE, (1) DATA PORT ,III 2h AV _vTA PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER UC L.JI V!-11 CLJ rI GIJ Cf" 1 mt-LC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM 15'-0" VERIF METER LOCATION WITH BUILD R H.B. + � I _ I �..AM.1I III .I _r 11W,.,iJA!u. ellYaJ. lid IIY dN..ia r.I. IINJ th IL I.,..L ;dLl I Imo— -1 IF _----T— � -- ELECTRICAL PLP �® u.1 Lj' a h G �—. ccC,,N s ✓ `i n in co CN C c C o � ca 0 M N 0 CV M 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. 10 mot' _. WL t r Q V E S N o om 84_0 ® 3 000 Ch *1LL IJ1 Ay fill 0_ a � o �m w �-� 'i�' J Z ;ra - Z cn � N V O Y O L13 o O Wr 4 a ' W ?'@NCO M J Q o�r-rn ¢ m W rn �z z � M Z U 7IL 3 Z cVn � N Q O U ❑❑❑ 0 Z W NNQ �J1 � O Q Q U) N M V) z QJ (a) 0 U- ( �) �.. 0 NV) LU o y C) 8 V = C) o c 00 iv Q 0 n Y N li o M ZO , Z w Z Q fl.. p E= �o oo Y� Q� z � ro a 0 o o o¢ I'o o< rz I r" <o `n ro C: C ¢. z o� w� m° °LL Zm 2! J N m ¢ w Zz o¢ Z go W co o LL j0 a Z o o� w Q �3 0� �o o5 a= ° 3 ROOF PLAN - ELEV-B1 SCALE: )/4"=1 r-0" era CM C, CN C= CU d W C, Cn A r, C'01 LU <4, N 1101 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda 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. CD F= M 8 R A .00 cc: C-, 4b LL LI LL LL 0- Z U) I- CU I 0 r- Y, Cx Z U) Ci 00 L0 N Z < R � 0 z U) El El LL LU 0 V) LIJ U) LL, E C) 0 0 CD C-0 LL c6 E Z �6 < E U wz 0. 03 Q 00 0 O 0 < ww < � - � . 0 C � < 2 tt z O 0 (j.D 0,2 < <, W CD co < zw 0 W 0. O C:) j C.0 LO LO LO c) C) U) 0 M 4—j LO < 72 C') I N cc 0 C) (3 C\1 0) CN r-, U-) T— < T— LO a) E 2i, E LO 6 z ca z =3 E 7— i/i 0 ca E 0 '6 -0 Co C: < JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. 5 m r L0 W7 L p Q Cn 0 0 O I N x m -a• Q> L0 C7 D- 0 0 0 cl 0 I M N L0 C] Ln LO u7 ID C� 0 Q C a CV O i a N E O _ L v c J Cl- 9 r7 N N n v 0 0 d N Lo L U 5 0 d 0 z a z LU W Q Q v N C C d IN 5'-7$" 6-48' 6'-0" TYP @ 1 STORY U.N.O. A S3 VERIF METER LOCATION WITH BUILDER 5' 15'-0" 7'-1 R 3 -0 t t H.B. I I V-7 3" V-4" j 7: — VERIFY LOCATION �— CO/ co N (2) #5 REBAR �W H i ELECTRICAL PANEL VERTICALS w/ in BUILDER TO PROVIDE FILLED CELL 0 _p ; : I :: I :: 2'_6rr APPLIANCE PROTECT ON ■. I ; ; :: I :: WHEN REQUIRED PER FBC 354" Lo�� ; ; M24 N I i•� � I I : K o J ,n I I: S3 CV S3 r Z-74,r 4'-9" 4'-10" I EDGE OF SLAB 2" I - ■' I CJ GJ � of - - - - - - �=____---� :4 - - - I: - - - �� - - - ch 5'-3" V-10" T-6" II `� ; I. o M Av- IL ---------- (2) #5 REBAR .......... r I I I 1 "'ram — VERTICALS w/ in I : I OPT. WI I I OPT. D -3 1/2" ; ro FILLED CELL 2'-6"x2'-6"X 1'-0" FTG G I W/ (3) #5 E.W. S3 _ _ _ _ :� _: �: I L— J 11 : — : 3,_5" SLOPE 7r_1.. 2 #5 REBAR () F, 2'-6" x 2'-6" x 1'-0" TYP @ 1 STORY I C'14 I ; ; AHLI I I / In I W/ (3) #5'S E.W. U.N.O. AiW / I S3 CC S3 FILLED CELL `n S3 cJ _ _ _ CJ / j%/ �_ _ _ I. - O I _ c 25'-10128 • / / 9'-5i2s — — — — — — — — ■ 2'-6"x2'-6"X1'-0" FTG W/ (3) I 3-1/2" MIN 3000 PSI CONC. / I INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / PROVIDE %2' x 9 %2" U') `o SLOPE I S3 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i RECESS FOR FRT. OOR 4 VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PS)-(VNC TOP PAVER 0 BE 4'-8" I 3'-8" 4'-6" FILLED CELL ( TYP ALL PLACES SHOWN @ SLAB OVER 6 *R� OISQUEEN � 0'-0" 4"BELOW FIN. FLR. L FIN, . ■ : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BARO/ER ..:::: . ' ' ..... W/ 25" EXT. ABOVE SLAB "GRADE 40 / / ::::::::::::::::::::::::::::: ::::::::::: ::: .....::::.. ' ... ...........� .......... . STEEL" -----•----- 4'4" / i 16-10" 12'-10" v STEPS AS REQUIRED PER FIELD / i / KITCHEN ISLAND LOW WALLS III I. • III OPT. I:: ' ....... _ " " " " " " icj:— 10 104 ; CONDITIONS I r------ c ------ CJIII REF. �:: • �L�J— CJ—IFj I ■ ■: / — — // I ---- ----- �—---��—_--.. PROVIDE 1 %" RECESS / / �� _-- �= —= -------"— _ CHASE TOISLAIVD — — ; :�iA — — — — I 11� " — — TYP @ 1 FOR SGD. REFER TO / L---�r----� (— �lf \ / { I STORY U.N.O. L S3 I MASON'S SLOPE FOR I I D.W. I III ' II �' Ih ' ' ; ~ / I I f A - 0 -d I M WIDTH I �L =-iJLI_Jl_JJ--.�... __ . �II � S3 `n in in / / S3 / / �_ SINK / DISP 3 1 /2" I 16'-0" 294 610„ .. / CIIt 0'-0" ( , } I 9 M o el HVAC CHASE BASED ON LOCATION 7 r_-^-----� t I F0 o — — — — — '>rr' — _ — —, ' .: .:. .: .. .: • • e e 1 e e e e e . . e . e e t • e f t e e e e e r r .:. r. . . . •. ■ ... � . � .. ■ �. � � ■ I TYP @ 1 STORY U.N.O. A S3 5'-4" .1'48' I 3'-2$' 5'-0" 5'-0" 5'-10" S-10" 6-0" 6'-0" S-10" 2'-1064" 5'-1164„ FOUNDATION PLAN - ELEV-B1 SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / 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 z w CO CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0r ♦ �` ♦ #5 CONTINUOUS ` REINF. SEE FND. FOR ♦�A',` QUANTITY 2'`a ',_ ''?s" ; #5 X 25" X 25" CORNER ♦ ♦ ♦ ` BAR ONE FOR EA. HORIZ. REBAR, TYP. _- U.N.O. . ' *"Alternate: T - The reinf. bars shall be ♦ : ♦ ♦ ,� � ♦ ��, cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" c c N N )' u.c a c cawCA = ac C U_ Ca - cc (n d O .fir 97 W AJ Cv L to G♦ 1t c co m a� c E c n 4 J!!Y�kPt�Fp4 �..Pl+•.,4 '...A �. •`r-sae*-,' t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w E O N 3 ® 0 N // 7 �00 a)7, - coUj 0 LL NW'k LL W d _ a Z 13V J W CU C a 4 ,?; :_ .a L 9 C) _ Co NCO Y W 7 C 0�6_jO' w Z m ° U) co Z a co aN Q R O O U r c¢i W 0 0 z z iz N (7 z II �N o 4-1 0 N w o � Y uea U � Eai a I U ) C s N 0 • � o co J rr w Z z Ll- CLi E p- p E 0 zo O >M Q N z© H r0 �� jo d O E Q '0 p < a q Z <o S Y m� OZ z l m N m Q W z<z 3 Q 0 W w LL = a z m 0 oz - Jw=� 0Z a= O � O N i u ! ' O LiaJ+ � m CO :7 LO I�/7�•t V CO r O __j YCal T T_ U) mco NLO r O L M N CD �— C0 N T Y/ Li') Q T r (0 r E •E LOZ M o (0 Z E r iii (n ca Co U a � Q p JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. 6 I .i.R Ih , . [111. k , 41 i I NdL,V GIY I flkigdladlladl 11411 h. :1 ik I' 1-I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2Y16) or 16/2' EXP. 1 (3�116) TILE: 1%2" EXP. 1 C3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %2', SHEATHING SHALL BE FASTENED W WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING " [4:12]-[12:12] @ 16O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 112" 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)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" 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 I MGT 1 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 1 122 -10d x (1) 5/8" ATR w/ 12" I EMBED W/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-FI3500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (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 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 1 O (A) - STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER CCL * Cq lilt CD U15 00 C Ul _ U_ co wo 00 Mj LO co < CU LO SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" rc 0 CM _ oO rn L0 L0 Q- Cl] 0 �p J ca I r'7 _ m CJ) L0 rn `v Cn 0 a 0 I M M7 CV tC') LO O V F O / 3 Q N N 0 o_ E O 0 a 0 _o -0 N O r` v a O tn 0 L LO Cn 0 IV W 0 w m 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3 Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom Feld 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 0.0 Moo] 00 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM &GROUT SOLID V }• O W U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. am me 0 00 W on OMNI TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T UJ 0 Ui Z T tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c -pre-cas lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) REQ'D 4 d 1/2" CLEAR d ° a d ° .M.U. d° ° M. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- -GROUT � J � -45 REBAR AT = - � j U) BOTTOM OF EL w 0 LINTEL CAVITY wo U <n w BOTTOM o 1r ci O z REINFORCING ¢ ¢ C7 Z PROVIDED IN Z LL w n LINTEL ¢ So O O IP (VARIES) rn � it EL `. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 1-1/2" CLEAR FC.M.U. 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A 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 O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" � c c � a -a m x U- - Cc C= N 9 N t Cn C= cc d Y CDC= C '> ®s c CD _ a � 3 � Cc 3 m ao � is y C c E c Y N 6 V $1'rr 1;e1it?$�ll� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. +k ' W Q 'T E o coo N S o N M R) d CID:co � N cN„ � N�M 9C I11 C 2C # LJi C J 5 LL caLLL 3 d J _ x Z10 L O 0 W 'Fa NCO 5, Z 00 O L0 04 Z Q N o v U O Z W El El V M � N th 0 00 z Q � r- IN M b C9 0 u, J O to w o wa U W J .gw E I�... _ 8 U o U, !v CD w co M J Z L.L_ E h Z Q ra. p o Z p I- ni M O X U V O 0 U E C� O Co d t Z w p Z W C/) ca Q O Z W m O oZ Zaw m C J a ° �z 3 C �< z Jo W < Qo a w z J ola v o 0 O = > Cfl LO L0 Q C7 CL LO co CoO T O Cf Yca T m L^ r 4-J C / <C M I0 c N r CV ` Lo T T � T E c M 6 M Z c Z E T E �' m _ ro a v ¢ o JOB NO : 23-06143 SCALE : AS NOTED SHEET NO. 8 ZZ :i �wntNMI 1111""InVIIIIIttlwrtnmmo�lnn. ter_ Cn v x m rn LO L0 L 0 Cn C) 0 t- 0 I M N i x m rn rn 0 0 J 0 I M i N L0 0 L0 Ln Ln 0 Cn 0 rn c M 0 a F- N E 0 x `v i 'c 0 0 v 9 t- rh SIN 0 r` a� v 0 0 a ro 0 r a� a cm Z w m 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2, ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1 SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2. 4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2,3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR"[" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 HALL BE ASTM A l5 / A61 M-12MIN. GRAD 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 %" %a" CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4. 2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28,0 PSF 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IBTEIS TO BE 0 RO ERDTIN IES PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREAR SECTION STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4. 7. DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1Y„ DRYWALL SCREWS AT 12rr O.C. FOR CEILINGS AND 1� SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTMA500,GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL G90 SHALL DTH OM NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IINRACCO DANCE WIIES ASTRM A525-g7siWITH 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'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 "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 C 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. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 C ncrete overpour and mortar along the foundation perimeter must be removed beore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. >na �.t =o W . a CZ M m H cLA-x cc� H -a av s Q CN cc 3= W as E •' r � c 3 i° W a, s i3 v ••^. j'1.t �£9etlFF {lift r i\� aq Cf . �.'i'�• r'S " 14, r 15- „o,, '�i' r�•' o , o qr F s.s �,"00iit1ap To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W "t E a 0 0 ,y V 0 C o W 1 C-,r 5"00 Cn N CD uq O Q C J LL w u- Z C�5Z a J a Z 4 c o m � � 2O O. 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VERT BETWEEN MAX.::.::::'::::: I :::::::::::::::: 16GAx1-1/2" LONG 3/4' 1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (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" Q - STUB -OUT FOR r -01, 0 9 0 LO GAS METER 0 o � U O F. CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 5000s 1.8/1.7 3/4" or 7!8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap � / / 1ti FILL CELL—� STD. 900 HOOK ,— BOND BEAM cn w a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max } Small gap 2" min. 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. 2x4/Plywood/OSB web stiffener 2" min, 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6 - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange cutst. Birdsmouthuth cuts. N.T.S. - - - - Under 2nd floor cnh,mn w/ inRd., N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for 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 Use 3" f 10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b 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 beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY 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%" THE WEB. PROVIDE AT 1 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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 COVEREDBY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate _ BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" F 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d - 6 16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 7777777� - A/C CHASE 4" PVC SLEEVE THRU STEM WALL gin "I MENNE Backer block (12" wide min.) =1 11=1 11=1 i 1=1 I I= Nail with 10-10d nails. --I II—III-1 I 1--I I i= —i 11I _ Install tight to top flange. SLEEVE THRU STEM a " •. a SEE PLAN FOR °• a . • • a FOUNDATION INFO ° G STEM FOUNDATION I v� \ rGRADE _MEAKIC ecv or nKr Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap r I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner 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 o depth I -JOISTS BUCKETS N.T.S. r'vt_. UrIMO= 1+ rv%. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/META12TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A o REQUIRED) / 18 10d 1 1/2 w ( ) x NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d a ICI I =! I 1=1 I �' I i=1 I !� • PLUMBING LINE �- PVC OR SCH40 SLEEVE otl • 11=lil==III ,IILlI!! �--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE PLUMBING LINE. 4 41-, a° d Z •Q �. CD M Q . 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 a -III—I I i -II- �' A SEE FND. PLN. SIZE & REINF. C%4 0 -a d VJ�h O E�� Cc', -CC b T�d� eF x °4 i°A r 'Ile 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .. ,.rt UJ 4 5 v E N 0 M �q r CJ N b � c0 it C n J ® w co u7 W 'A ax 0 J LL W r 6 Cq 4LL�a�� to o — rn � O n Z =ca ono w W LLd fnSz 00 o:oW 0 M Z z ('may U co F=- OU ❑❑❑ .z f W 0) N M o g Z z o rL E3 to - N M D Cz Q) (i o LL L U Q) O Ln M UJ o ry w =' wd C3 w E (� O m C s m Mick 0 o c M ZO , z z Q c6 E 10 <� ?o o E ao °Z Ar N g ¢ p Q `! C: o S U "o O m °J 5 �m <ar aw �z 8 o, z ag ¢ ado a z m o — Y XXO IO Milli eh a 0CD LOrn m .--.LO Q c� L_ LO J 0 > 7 _J � r Y r � m � N m LO T 0 -2 N CTi I C O N T L0 (0 LO r M o Z W z E r N a_U � '0 75 O JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. SN 1 m rn LO L O c) 0 0 J tD O I M i m �L- rn LO 0 Cr 0 0 J 0 I N i N Qr O d a 0 .n 1— N 0 i C a y E 0 a 0 0 O U J LZ PM O 0 0 a M O t` Lo Ln 0 0 a Z a m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP')7 VARIES INSU 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10-4' (R302.11) 1 SH TnFNAII .q T R R \ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" �\ 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM =1 11=1 I I=1 I=1 m I I-III=1 I rl 11= D7158-CLASS G or H, or ASTM I. I I I I=1 11-III ( b I I �-11:- I-1 I-1 1=111=� I-1 11=I I r D3161 -CLASS F, IN 'I-11�,�,I III.. ° - I�1=� ACCORDANCE wl TABLE III ,I I 1=1 I ICI I �I I 1=1 I I-- 1=11=1 11=I 11= R905.2.6.1, FLORIDA BUILDING '-111 11I=1 I1=1 I 1-III 111=11 1111=1 CODE 7TH EDITION (2020) 8" 711 �, (�*11=1i 111 II I III RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'4" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD -"-I 1. W U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Z NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE L v- °° I °° 6 MIL VAPOR 1 o 111=z BARRIER I11 ; D �� a 111 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR I I III -III- I TT] ASTM D1557) 3" MIN. CLR. O #5 R CONT. CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.ON O 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-k BLOCK WALL BEYOND 14' T O.H.D. RECESS - T z 4"rr---t I —�� 111r SEE A/S3 OR J/S6--"-ILII I I � III I - FOR REINF. INFO, 3" MIN. CLEARANCE 1'4" (1 STOR)') / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 - - z NOTE: - *FOR BEARING WALL r W/ UPLIFT ONLY _ I I FRAM WALL TO C.M.U. WALL CONNECTION E C rD_- 1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 •IL _ - -_ - - =(1) 5 REB R W OPT. ' I -I 11 t T= 11= I 1 . 11= I ' SGRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND O.H.D. RECESS SEEA/S30RJ/S6--- -Iiili III �,IiI II,IIIiI= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 - ELEV. 4-3 1/2" 9 �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE •2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 16 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. / D ° HI III ;=I 1 11 i 1/2"(min.)-4" 00 ' —T_ 1TI=1T� -1 I I-1 I I TI I= - III ITS I I f 1I- (2) #5 CONT.' 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL @@ STEP n@ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 'OEGS�G�P� QGs M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS ,/2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH b LT 3 1/2"(min.) - 4" =1 _ - y -rT -Ill-Jill . 112 11. 11-11 I ITI-1 T (2) #5 CONT. 4':-- I TIC 10 II I II 11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS WI TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi - - FINISH GRADE °O [GRADE 60 MIN. Fy= 60ks 25" MIN. LAP [30"MIN. LAP] —1 l l= I � 6 MIL VAPOR BARRIER �?-, I b u ° �= I I I ° 60 I 11= I = . -1 T T�=I I1=I I I=. #5 REINFORCING R 1 7/8 rI III o II II I I ICI �I i Ii T �1=III-I - BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 1111 I • ° I=11=111= 95% MODIFIED PROCTOR ASTM D1557) 11111111TI1 I� 1 T-i 4" 114' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL4 INTERIOR � a -3 1/2" a d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ 4m 0? G E N I I —III I �rl 1 1 M 6 MIL VAPOR —; BARRIER R I 4" 1 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w y U A m (2) #5 CONT. ON 3" CHAIRS CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 a D. -I f(-IIITff� II f—�—III-- r (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-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 d AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR . x & LAYOUT DESIGN a e — -` — TOP OF BEAM - - I ITT I DTI I; (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL _T — _ _ —' ° , Q 71�1 1,=,1 1 a Cj 111 I "' BEAM SIZE & _ I N I 4 I v CONNECTION INFO �, ° ° T � •. III- I 2x4 #2 SYP P.T. FRAMING w/ III=11 MIN 7/16" O.S.B. SHEATHING , SEE A/S3/J/S6 - ' - `Tfi Imo-'- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE Es 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 MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" 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 @ $"O.C' ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD c� -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `2I ' ON FLOOR PLAN w - SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS z �� GRADE E ? � FILLED SOLID (SEE PLAN FOR 71 6 x 6 W1.4 x W1.4 c�1 w SIZE AND REINFORCEMENT) U C7 '' • WWF OR FIBERMESH �, 0'-0" FIN. FLR. N BRICK PAVERS or SLAB PER COMMUNITY SPECS w o LU o o LU "� _ " • • LU v • • - _z a M a w 1=I I I=1 I[=1 11=11=1 I I7 FOOTING -1 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE A. �y ;. '• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' '" • :.,��, CONC. PAD INFO. SEE SCHEDULE rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N S 3 SCALE: 3/4" = 1'-0" SCALE: N.T.S. S3 cur 0 d� O L i. -= 9 G C3 RCN m x Ro w N s v+ o � Q 61 N Y d v e v CD i d C C= s� a a y� Vl� Al 4' •fir i �+' �pp Fpp �..aa ro.p pr'// 'I, /11 €YIN"1Y�F�'-i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the st uctural engineering portions of the drawing pages bea ing Engineer's signature and seal. Fw• o E O N U o ,Q+ AV W C2 N Q G CO 7 UC i N 'D 4 N �No� i Caw u- IL iy w V J 0 -0 Y (L _ ca r moco 0 IY Y N W��pj°� m w Lr) �co Z H NQ F Z O Ci x OU W ❑0 z N (o o z o � —o Q CL- � z LLj o U —� O W S N Ly N U_ ofo i = t U o 0 • N I� o � M o W G LL (a E Zp O zro aN p I-C-0 r6 O ¢4U �U 0 C/3 Qo Q miE o° ZF OU �Z Z W T a w LL � az N W =L m �W =� nj o M w� OIQT� ;o a F N O cr—, LO rn �.. Q 0 I� LO co O O Y m co V) N m IUD T c L 0 N I N ,— (ICU CV (10 T LO r < F LO r E w M LOz o co z E r In m `m a E U Q 0 JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. S3 (MONO) Ii f IF I - - - - - -- - - I I .... 11:.I. Ii.l "Al I 1::I'n i.ii I.WIIiYI:.I ii III IIi:L;L:.,— 1 h,,:.J:I` I F I m rn LO LO P 0 v- 0 0 .G 0 0 J O I N i _ m LO 0 LO 0 9 0 I N N LO 0 LO i LO L v v- N 0 i o, 0 3 a M 0 i a E 0 _ v i a. C) 0 v 0 W LZ N LO a 0 a M 0 L 45 0 a a Z W 4 m v cn (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 PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK L4. - ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION INTERIOR ❑ ❑ ❑ WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 + + EVERY OTHER ++ + STOUD INT W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2xCONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN et —DOOR OPENING DOOR OPENING ❑ FEIEXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4, ❑ ❑ 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 WALLAS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a a d d d d Q 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 30 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J r- w r O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL - - - --- 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a $ d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET I -OP a iARAGE IOOR vvvnrnnvn 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 SIZE JACKS STUDS JACKS STUDS 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 T -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. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 v z a 2x TOP PLATE T v' 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24"' (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.Q. 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 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18) 10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) °o ° • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) °C ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL - o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ Y16d TOENAILS FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO P PLATE • MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: BOTTOM SPLIC • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C L 2X P.T. PLATE 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 . 4&,, SPLICE STAGGERED / G 10d @ 8" O/C SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON- SP4 10( ST M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON ` SP4 / 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM X FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (:B) (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " C ROOF TRUSS ABOVE /- 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. �-PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/(10) 10d NAILS WALL BELOW MAX. (MIN. (O PER BOTTOM _T 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. e•� N o �- > a� o MCA m C/f D mC= N � •a � N X 'Ot E Lr $ 3 CU • T N c j6 { . n1�QeEn�kl`YI!Ei1�At P/d RO stir . Z Sr. °y 6R?", O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MY' "" H W N k MEE V 0 a8 N N o N_ fi \ h N O 9k IJi r7 v C J L _ W t0 LL 5 a- J d -00 Y —ate m c n Y W W F Z o 0 U5 Crn m N U) Z Q r C, � F- w Z O U U 00 _. W (D Z N M o g z o� o_ r cry v0 M z 0 a-1 (13 LU O N �M w o -Y wa now U I' y Q-10 Q o O N Ol reo C clM M J N 7 w Z Q U_ Cli O zo g o oLL yN < N z© CU U 00 � a E 0a ao U < g �z z CO @ J ¢ O U uzio .0 z 'aw 5 C3m z a ° < a z �? �O < J w sly a0 ° 0 CD _ > (0 LOrn LO ro Q cCU LO J O C> 'Ile Y T U) ca N 4_j N LO QI � �o r CION 0 N � T LO T CD U') r m M o z z C E r E N °? ro c a 0 � Q o � JOB NO : 23-06143 SCALE : AS NOTED SHEET NO. S4 rn 3 m rn L0 L 0 Cr 0 J 0 I M i x m rCr 0 a 0 9 CD 0 I N N LO 0 CD 0 i LO Q a N 0 CL CN 0 0 J c 0 0 0 L M 0 0 a 0 N 0 Lo hi 0 0 Z W x m 0 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING 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 1O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT • @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 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)1Od TOE NAILS @ EA. •' BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1 Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" Q.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD 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 DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)1Od (NOT REQ'D WHEN /• AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSHEATHING ATTACHED O FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS 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 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 WE SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 1/2 x 8"'J" BOLT 48' O.C. @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM OF (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOP ``' "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION � SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 80 1112 00 1/ " 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 _12" 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (@ TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END EA 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 COMMONWIRENAILS @ 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL THE LAST LAMINATION AS SHOWN FOR 3-PLY) 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTAw/ (4) ED ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR /�: TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL 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 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C. SAME NUMBER OF ROWS SAME SPACING ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIEN. S'EEEMM/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE XTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL('10 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 6 S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING 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.0.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �—CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. i1 S Y CORNERJACK U Q IY W z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 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 (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION era c� 0 ra- y IC ® ... a �N� C5 o,_ u e� 0 , •� 1 �? `bf tf B To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W 4 v EE - O V 0 s 0 _ m 01 r �r E ` N O y V 2 N c7 5 J Lu w Z J -d wc a L E O a- 7•cc NO 0 Y W Z i��pjO' m w - M Z Q IJ— CV r U U 0 z W M � Z N M 0 N z o � Q z � o Q) C w V E oOft O u U w E Imo, = s $ z� a i14 M 0 M M �� Q w Z Z C _1 ri E z o > N o E_ Z® �0 o0 P E b C ¢ " Z < pZ r z `g �W C/3 <o mWO z m Wo aw 02 Q W o O� w a �Z ��m a= � o � w w� (� ;o IIIIII� Ov zla 3� C O 0 _LOm Q n�' CO C O > O J Y T m /� ' L , r C O N coo �'- .Q 0 N d N r L.n (.0 T T Q � LO T- EY E c co o z cc z :3 E T 0) c ca tl U _j v Q p c JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. S5 3 otf m rn u7 Lo v 7 v o 0 J 0 I m L0 v v- 0 0 C) LO I i M N O L6 LO O N 0 Q / Q CV N v a E 4J E 0 x 0 J a v 0 J LZ 0 L8 v 0 O tl rh 0 Ln 16 45 w 0 z W Q m v 1/4" MAX ir IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER114"2X8 4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P T. TO PRODUCT APPROVAL FOR CONN. 1x4 APPROVAL FOR CON X4 x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16">D� FURRING TAPCONS(2) FURRING ROWS 3/16" x 3-1/2TAPCON. INTO @ 16" TAPCON @ 16" O.C. &STAGGERED BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/41' DETAIL BUILDOUT (a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ CC \ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA, END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K 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.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK (. +5A NOTCH WEB AT FIRST 2 COURSI " ' '.T ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 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 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 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) —EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE Ole THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. r. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� 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 rL SCALE: 3/4" = V-0" SS MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" F. ° 1> D D , gD,1Tf- . .D D'� III —III —I n GRADE ° CV p M _ Z \ N R D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR (TYP,) `R 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TD. 90° HOOK (TYP.) d 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) S* FACE NAILS 10d @ TRUSS VERT. WEB — TAL SEAT PLATE Lil L_ *410 TE: t[B P SHEATHING TO TTOM OF BAND MPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 1%11 +2 NOTC @ FIRST COURSE ± THE ® :S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CEE Kit-%-= 4 OEI 11lAr BRG WALL TYPE PER PLAN 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA I— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >1'4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* '2k + �FNOTN + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX, 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF gWP;=T f19 Atkin SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN, 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3, - z 0 U_ O W U U FILL 1st4 COURSES SOLID W/GROUT a. a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �a. OVERHAN s d 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'-0 1 1 51-0 1 1 NISH ° .. BAR P 10" • P ° " CENTERED W/ g ' 6 +� •. 9 H' IN TOP b ° KNOCKOUT/ iv ,... a e ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °, . AND SECTION DETAILS CLEAN FILL .e ° n DIRT Z 2 °,• ASTANDARD o #5 BAR IN 99 HOOK N FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL �`. IV SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC JNTACT 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 (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. b 0 =- c c m is c.r .-omse N 0 S c= N � O J 3= • c d L d d >= € O m "�,- �l . �;^ " . ,ate• C'� 0 ib 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 v E O O M 8 o O N CV m d R� Qu, o N 0 I� (3 dj N V LL m J LL uj 7L a. W z Y m c o t O W O Y 05 c °. m w i maw Z _ ao N o < J Lo N M J �d Z O U U U .. W rn ❑ o Z N M 0 z z o Q r U) M z �Ln o LL 1 ' T „, c O V) �N ," o U L.LIIn z. = 0 ®® y � N w co M M z z z _j ti O- ® N U z o oo wz z Q� z O pa f— �o U UO o U o E o °< ao o� �z ¢o <om� �w �� o' m v -.5 J yg ¢ ''<w 3z g a° w T CJ m wLL p m o w 6i > ° V O a= O— .N 0 > (� ^ L / LO CM .-, Q cc LO O Cc C) m LO T M L04 _I (o o N CD N '� T T LO ui E E c M o Z m Z = E r ch m m 0-U J a Q J JOB NO : 23-06143 SCALE : AS NOTED SHEET NO. SS — — i i� i i �� i �. ns rui .�r�n�e. TI—�:GT�T �u .-. _I -li. _. _- F I ram, - 3 m <t- L0 LO C (n LO to J O 0 I N i m u7 C} O 0 0 0 J 0 I N M N O L0 LO LO N 0 a 0 f� 6 N O i 0 a F2 0 _ `v i 0 0 J 0 O d N 0 t` LO 0 Z W m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. A 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A I MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -�-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFf HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 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 @ RAISED ENTRY MASONRY WALL 1 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM -SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=1'-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL AT 8'-0" AMAX T 8 2x8 #2 SPF RIDGE BEAM � SIMPSON LUS26 w/ (8) 10d NAILS WOOD TRUSS �iC �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL iINFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACHFLOOR (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLEEACH TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT SIDE OF G.T. INSTALL (4) LAG MASONRY WALL 10— SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 [�— SEE FOUNDATION DETAIL @INTERIOR BEARING 1, PLAN FOR MORE INFO 5" SCALE: NTS 3 SCALE: NTS COMMON B M . ATTACHMENT �18 WOOD TRUSS '°` PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR h w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL AT TRUSS 2x4 #2 SPF BRACING °� NAILING SCHEDULE OUTLOOKER �dONCILS INFO.VALLEY 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 PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL S D) STUD) SCHEDULE SHEATHING ATTACHED IS 4 PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE 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 TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a xx j STUD TYP. T&B PER NAILING SCHEDULE • MASONRY WALL BELOW: SIMPSON ( PLYWOOD (3) 12d TOENAILS TO - - a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS _ ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. tr W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE@ 3" FROM EACH END & DIRECTION CONNECTION 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) SHEARTRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYKT�CONNECTION("22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS iv y car C N U C4 _ 9 � x w cc ® L a= N � 3 cU 4j CD ® N rz C' 61 l E l lfffir ft® qRt�^"�;'.1� � O lye �///flPf11!'�l1011�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. " H of O M U O F m n UJI :3 Lo fn N Q LL ,�� S N M V 4 c: J W U ti mo o W 3 W N ogr- 0 W C/5 °' m J Z � 04 �MZ a Y N J (� Q O Z OU s� t W ❑ ❑ N C) O � z CO N r Z tfJ r N C7 U) z to 1 ^ W o +-1 LU O Ln y E �48 Qi. C N w Q w N Im I� o cow z M Mg J < 0 it z Q � U- O z oozo w z > N <� z0 UCo t— nicD o a ? O o E ao �Z wo Ww L M ¢ o OU m 0 o° zF M � J ¢v° �z 3 � Z J� 3 m �� w �o az =3 o v w� ola ;o ° 3 �O 0 = L > CD LOrn LO Q � F— Ln (Q r O Y m U) m N c L0 T QI CY) V, o N C)T N V, Lo V+ r (0 T T � L W ELOz w M o m z N E T U) c CU a v C) -j ¢ 0 c � JOB NO: 23-06143 SCALE : AS NOTED SHEET NO. D1 -- �411, 1 F-T .��!. JIl ilu 161��F�1Lt. YI I.1I II I � .. It, , 1 11 1 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK SEALANT JOINT 5 SEALANT FROM IN INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING - CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' V•' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "" WEATHER ✓E BARRIER & WARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Fa SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN V-0" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER u O Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER a � a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Lu W m Q z �r WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS �- "��- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR r, other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER JIM Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW W (SEE DETAIL P01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall ^ finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration <> g manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing; instructions or details 1 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 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. !LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 0- a- n. o- -r� LU Lu PLASTER STOP H � W CONTINUOUS BACKER LD V ROD & SEALANT Lu LL _ Iz Ir Lit LU O a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE ill era THIS GAP IS RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS [ems � Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 01 i 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing .I _JII i Note: I� The building paper and metal lath must be Cement installed over the top of the weep screed. 'ER STOP A Plaster NUOUS BACKER ROD over block LANT 1 St floor NTITIOUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 4" 0 o=� a ;L-7- o a 'C,4� 3: m .4Z c E .� cov=� L ��=ea _ SE c'M N 0 N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N r W o o � 0 .2 W 0 N P. N O W C J LL W �U_u- o - c a Y � v> o L6N� O Y p 2t-M w yW.y 6 ILW m M ,o Z Q J � 0 N O U 6 O W ❑ CJ 0 0 o� N - N C) o 0 o '�• a--+ cva a .� U O" V) , , g 1 w ttss to :cs J z ¢ N O> o M J J� O W Z z < LL za Z4 Co o0 - E o 1 ao g �z "D wo o W, L �o WOO °� �z � 65 F a g Z z o _. 3: 0� a m <0 z CIS eF O¢ a o- Uzi 0 O = i L0m CU Q CU (D I� L.n Co O J � r co m m C L.ci r4-1 Q O -2 � I N 0 -0 N d' N U") to T_ Q LO T w M o Z E r r1 U J JOB NO : 23-06143 SCALE : AS NOTED SHEET NO. WP Mounting Brackets 00 Gauge" 4-1 �2'x 4-1 ,2'x 2-1 Z' Ste Anchor 5diedule 1 �2" Dia. A325 f Ty r-) washein / Self -Locking Nuts back Cross Support (May be Cut to M Right Bracket (116 Gauge) 4145elf-Drilling 5crewf A A/C Udt Rmturini Edge X U, Hurricariestrap (Typica[3infroint) Front Cross Support ont C (May be cut tow) Left Bracket �'I 6 Ga u q_e) #145elf-Dilling StrevtesThiru BracketsiSr Back Cross Support Into A/C Unit Bottom Side (Typicalt 3 each skJe for hurricane use) II-f" nnatall'sna., smatrrads ain, ldsax,dand woLls -Ir H _41a, Rraso, Roginbed Slad D-wiag Sdi upn inseliuset file Will atppl�,l Florida Department of Business & Professional Regulation Page i al Building Codes and Standards t 2?151202 1 Product Approval Application Detail c 11 c. code Entity or Data Data opts Poreli 0490 TVDY Verolori Marlufaoturer contact Enalres.,& Licarda, validated By validated surnflneol F6C Aptanti Approve status Affirmation 2020 Sman V.ht Products ric Michael Grahnim H.,-.F N-mPE. Lach. Spard- P.E, 12MG12020 'IN16/2b,20 IMW120 App-d Category: SUoctural Carnponents (577) 441-6368 PE-73778 (334) 3MWO SUb Csoaggry: Products Introduced as a assort of InfoasmadverAcom New Tachriplogy Casnpl lancs Mi Evaluation R.podt from a Florida R"ist.ned Achitw o Licensed Florida crrofi,�'ldrrdl Engineer F1.48224t8lolrod.at, Quality A.Ssuranoe Appri.voci Us. Approved for We Impact Design &a- # N me Product Dirsdriiaticun Clonthai get. In HVHZ Outside HVIiZ Rilairstarit Pnissuns 1 S�='�dd I ON' D .1 Funation Flood and Vanth.p.in Vent y- yo, MIA .100�100 2 SmadV_t Mode 1 #1540 5 1 1 Do.( ln.nail- Flood and Ventilation Vent IWIIJ2023 Yes Yea MIA -100WO $ 19msftVontM di Insulated Flood V ht l?J311202 YeS Ys MIA 4 smarl M da1#1540-521 1-hirded Flood Vart y NJA oo� 0 5 Sm.,ver:=1#154 524 169quot;GsrsgeDhdrFI-.dVdrt 12131IJ20233 as yes MIA NJA 6 Sm.hV-,tM.deI#J54O57O Wood Wall Insulated Flood Vent IM112023 Ys Yes MIA .100�100 arne dVa,t Model #1 5� 574 145liquot.GaragaID-FicodVent IMIJ2023 Y. Y. WA M)A Flo rids Dapat rtment of Bustri & Professional Regulation page I V I Building Codes and Standards Id4i2921 Product Approval Application Detail _441000A �Qdi` Many or Data care Dole Pandirrin Data TV Do Varal- Manurf.adurer Contact Eirefinse- fi. Uosamna Validated BY Validated Sulornittind FBC A-aival A .... n, Sthu, Rd,i,ia. 2020 D-ol Metals Ine. Ja.n Shumate Zachary R. Firles, Lesko l3d,.vdi P. E. 08,`1012020 081OW2G20 08n20�2020 101IM020 Approved Category: Roofing OOZI 303-1511 PE-74021 4334) 300-1800 subcategory: Metal Raging J,honrxpQdme ciam Compliance Method: Evaluation Roper from a Ford. Registered A,.1,11saft or a L,oser e.d Florida Prpra�shrai Engines, FL#U_618�1315 Produats OwalityAssiorience Approved for Us Approved for thea, Impotal D.aflar, S-09 air Main Produet Desedgelon Coutirseluz in Hi Date Outside HVHZ Resistant Prareard. 1 on. I R..fing Systems Dighs 10ONS, DMC 1505at 13MC 175S DMG 200S, 1 ,,31=n yes No NIA 101-IBC DIMC 5V Flo rids De partmi of Business & Professlonal Regulation P.g. 2 oF4 Building Codes and Standards Warm Product Approval Application Detall Entity o Dons Data Date Pending onto Tvpe Vami� Manufacturer C-hoot Engineer & I-xia-as Vaithatad 0, Validated submitted FBCAparaval Approved Status Revision 2020 Thorma-Tru Corporation Steve Jaspersort Lyndon F_ 190 mict P. E. Ryan J KJag, P.E 04115,7021 lWlt2020 04(2212021 06013�2021 Appr-d Category: Exterior Doors 1800) a45-7628 PE-43409 (813) 76T-6555 SubCareaturnic; Swinging Exterior Doad, Assemblies aj.nifierg.rQUiennaunuc Compliance Method: Evaluation Report from. in ",rid, Regims,readAr,lined as. U.-ad Florida Professional Engineer Fluo04f8-R5 Products GiailityA,surnanc Ap,r,-d for Us, Arapirraiad for Ua, Ini 21!iWaa S.o 0 dd,",mbor or Name Product Deapdrollim dirrati.ir, Data 1, HVHZ outside HVH Realathant Pre-ra 1 T. 'Ither-Cloash and Sm..th-Sa, Ncrinhal 6&.#39:8 &q,.tI.pazt8quc: Opaque 12n1a026 No Y.a Y NIA Composts Edge Fiberglass Single Dhcx (linswingfoutswing: Xcronfigratican) 2 d. T,.maTr. Ft-Coes-rd N-I..l S.'S &duclitAnnipactiquard; Opaque 12(W202B No yo, yes Ni Composite Edge Fibarg]... Single Doorwith 34d.Ita (InsivinglOutsvi XO. OX orOXO u��] -fig .1lon ) 3 c.7herma-Tru Filber-Classic and SmDoth-Star Momins 10&#39:6 SquaAmpectliquot: Opaque 12(3112026 No yes Yes N/A Composite Edge Fiberglass Double Docrolth or velthout Spent— [h,whga3u1w.rirg; XX or OXXC _lg�rptipra) 4 d- Th,Tni Pila-an,st, and Smoath-ater Ncm1ni,I a6#30o 6quatimpactilquat; Opaque iMlZ2026 N. �.c yes MIA Composite Edge Fiberglass Single Door X aonifis.hati..� 5 a. Tharma-Ina Rh-CJ.scc ad Shrocvb�Shs, H-linal 88,03910 Opaque iMI1202E M. Y. Y. WA C-p.',a Edge Rb,,gleas Slagle 010, Siddlit, (InevingiOursving; XO, OXor OX0 6 f. Themna-Tru Fiber-Classuo and Smaddr-Slar Hormal 1 11,30 .1 Cloaca. 1W1r2O2G No Year Yes NIA Edge Fbwgl.'5, Dpubl, D-vath or without Soo too 41'-i' igluitng� X. ar X. -fig-ti.n" I g, Therms -Thu Filber-Cionst, and Shimul Mrrnal 6&#39,8 01-ad IM112026 N. yes Y's MIA �,.'bd Edg a Fiffisr9hes Single Dcaa, (InaWnglOurt"I": X "I"u"t") 8 h. ThpTra Fi1xv-0-j. and S-olh-Ster I-Inal �'8 Glazed 12031�2026 No ye, yes MIA Cansocalte Edge Fiberglass Single Doorwith XO, OX. OXO consgui emin 9 1 Theri and Smool Martinet 6Mg;8 &quot:Improskluot, Glued IM112026 No Yes yes MIA Composite Edge Fiberglass Double D.-oth .1 without Sidalits. ilnewrigiMhearia; XX or QXXC ed"11"Un'ti.1191 10 J, rrlherma-� Finder -Classic and 5mooth-Ber Mcmin.1 a'0 8qut;Irnpeat&q,da: Glazed lZr3112025 No yea yes N/A Cohnigo9be Edge Fiberglass Single Door (InavalnglOunswing: X torrigianation) 11 k. Ther-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 diquot:Imp.cuaquot. Glued 12/31=6 No (as yes MIA Corl Edge Fiberglass Slagla Doorwith Sidelle oinglOulsvIng; X.. X or O= `ns 12 1 Th-o-T,, Fiber-O..ali, and 5-dift-Sts, Mortimer 88#38:0 &,C"pnImlpa0t&qu0t Glazed ID31f202a N. yss yes MIA Ck,me.st. Edge Flb,rgl-. D,.tde Q.-eith without 3 dolites OnswinglOutowng; )O� a OXXO configuraZal 13 in Norinal 6&#33:8 &qUot:Imasct&.quoIh Glazed IW3112026 No yes Y. MIA Mold' J Open Compasits Edge Foarglatis Shiro Door [lhgrOuWvrg�X configuration) 14 7ba--Ta Rid.,Cloosfa and Smoorh-81.r Nominal 6'8 aqupt:Impaat&qupt Gleed I M112TA No Yes ye. WA Molded Open Composts Edge Fiberglass Single D-vith GI.-d M.Jdad Open Sidelfitano) �In-mgftouftiviag; XO, OX I OXG sonfiginsi.r.) 15 o- 71enmat-Tru Filptd.asr and Smoorb-Snar Mai 5'8 1q..t;Impo,I&qut Glilzed 12)31)2926 Me, Yes Yes MIA M.1d.d Open Composite Ed" Ft.arglea. Doubt. Doo-ifth li,without Glazed Molded open Sidi tInwIng1Outs,Jng:)O( or OXXO cenfiguraters) 16 s. 71miTru FlipClo,isla and S.-th-St., Norrimil 68430:8 Squot:Imisictliquot Opaque 12/31J2026 Me yes )'de WA Composts Edge FlIbe,git- Singla Doorvidin Melded ()Pon siddens) (linswuhaicut-I'gi XO OX or OXC configurations) 17 q. Thermi Fiber-ClassIc ard! Sincish-Ster Nommit 0'8 Sount;ImpaclAquot; Opaque Jnlf2026 140 yaa� Ys MIA Composite Edge Filberglass Double Doorwith or war cut Gue d Mooed Op. Sidelres, (Insvving,ou,ewfirg; XX a =0 Florida Department of Business & Professional Regulation page I a I Building Codes and Standards IrKQ21 Product Approval Application Detall code Ent1tv or Date Data Date Pending owe T V"T". M-foan'... Contact Ensaireavar & License vei'lintrad By Validated Submitted F8C Approval Approved status Rehrim.n 2C20 POT Industries Jons Rosor-,ski Mianni-Dandis 3CC0 - CER Mismii DCCO -VAL 1111LI202a 11Y2612020 11(24r'020 Appi C-lai Exterior D,om �s4i) 486-0100 (75si 315-2590 Suboal.g.ry- SIldahgExt.,vx Door AIdlias Compiler.. Method- Canonical— Mark or Listing on, PIL#251-R�3 Products 0,4itv Adusuiand. Apar-4 for We Arereved for Us. lni A26M si 0 Pirod;d M air Numbo, or Name Product Desorption carrit ... t Eoplinattar, net. In HVKZ outside HVHZ litesislaid P..-. SGO 57,2L� tLa so Mi.its Impact) Vinyl Sliding Glass Door o" 412021 yea Yes MIA March 6, 2023 PRO'DUCT APPROVALSPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72t please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbr a Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherTn 112/31/2026 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461�rl +67.0/-67.0 psif The rTn aTru Fiber -Classic and Smooth -Star (IMPACT) FI 20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber-ClassiC and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING Mi Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200#1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1 537� 1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 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 FL16603i +60,0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL153511 +55..0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sli ding Window FL12811 NA 5/25/2031 C. F IXE D MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512031 D. MULLION MI Windows, and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 512612026 E. 0 THE R 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofflt FL16,544 R5 +54.2/-54.2 psif 7/3Q(2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof)I 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (11bir Tile Roo� POLYSTICK TUI MAX FL5259 tVA 12/23/2023 C, ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918A NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202A +97,5/-97.5 psf 12/10/2025 E. ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral 7ile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL150761 - FL15076,2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL21971 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527,5 NYA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NYA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Busirl Professional Regulation peg. 1 of 3 Building Codes and Standards 1125,12022 �0, �2 Product Approval Application Detail 2 C:)- C 0 0 Code Entity Date Date :pztgP I �n CU -.0 submitted r, to 16DOM version Manufacturer Contact Engineer & License Validated Validated ore (3) R-Islon 2020 Therma-Tru Corporation Stave Jaaparaon Lyndon F. Schri P.F. Ryan J. King, P.F. 07123f202C 0WID2020 0712012020 �11312020 Category: Exterior Doors (800) 843-7628 PE-43409 1813) 767-6555 Cn subCarlogi Sarvinging &-tierior Door Asae�mdhes slasperson@thennigtrurco co co pilano Method: Evaluation Report from a W -0 M 'i Fl.rid.R.g&W.dAr&t-�t�aLi-n�edFb,ida Pror'soasional Engineet- elle- FL#20470-R3 Prody 2 0 QuallivAssutarnee Approvelf-11.1se AbprovadforUse a Soo 9 Number or Name Product Description GontractExitfiration DaLe In HV outside HVHZ !P,!. _L!a LA_ = - 0 LL_ b-Claussic and S.o.th-Sta, Nominal a&439:8 i1quoOmpaticAquat Opaque 12J31/2022 Yin. Ye. C= 0 4- 1 lonmia-Ind N`11;� ca .'_ Composite Edge File.dgeas Single Do., V; �= C�4 OrnsWing/Oubs,ring; X ..rifig-titnt) an C= Co 0 > 2 b. Therma-Tru FibonClagsio and Smooth -Star Nominal 6&#3Q;8 &qu0t:ImPact&qupt; Opaque InIQ022 Yes Yes NYX C'4 . Ln -= E 0 Composite Edge Fiberglass Single Doipvoth W ,Sidelri (finownolOutsionng; XO, OX Or CXO W configurations) 3 c, Therma-Tru Filoar-Claossic and Srnopihi NomInal 64&039;s &qu0t;Impadt&quol, Opaque I V31/2022 Yes Yea, Nf�s; ,v 0 _E cu CL composite Edge Fiberglass Dou ble DooAth or t., CIO vAthout Sidelli (hoval,g/OutitvIng. XX or OXX0 0-, -0 . = U) IN N configurations) to Yea 4 d. Thermul-Tru Pber-Classfe and Smooth -Star N mIna I a&939r, 0 Squidt; Impacaquat Opaque 12J31 r2022 Yes yes, Yea 1A Composite Edge Fiberglass Single Do., :e, C (Ina,ving Outsvvirne; X configuration) 5 Th.-..T,. Fto,Cl ... i-ridSmooth-Sibir N�minzIB&039,,D"lmpact&qut Opaque 1 2J31 f2O22 Y Yes MIA r -omposite Edge Fiberglass Single Door voth Spell OnsavAng/Outowng; XO, OX or OXID configuration-) 6 f. Therni Fiber -Classic and Smocith-Star Nominal 5&939,0 8,quoth-hipacti1quol; Opacitua 12J31f2022 yes yes Yesi Ni Compo"her Edge Fiberglass Double Door YAth or Without Sidefiles, (Inwrig,lCutswing; XX or O)QK0 camfinumb".) 7 9 Theni Filb-Claseld and Shrooth-St., N.min.1 -9,13 &quotlmpedt&quot Glazed 17131 nC22 Y as ye. Yes Ni Composts Edge Fiberglass, single Door fin5vaing/Outeprong; Xconfigurarton) 8 h. Therma-Tru Fiber-Claseic and Smooth-8tar Nominal 5&#3g�,8 &qu";lnpact&quQt, Glued IW1�2022 Yes Y_ Y.S WA Corripoarto Edge Fiberglass Single Dwrwb Sidelibe(s) (InstAng0unevong; XO, OXor 0XO configurations) 9 1 Therma-Tru Fiber-Ciai and Smooth -Star Nominal 6&#39.8 &qu&;Impact&quot: Glued Inl/2022 Y.S yea. Yes NfA Composite Edge Fiberglass Double Doorvisth or WthoultSdialifers XX.r OXXO configurations) 10 'Therma-Tru Floor,Claselc andSmooth-;3tar Nominal &quct;ImpapUkqud,: Glazed 12131/2022 Yes yes Yea N(A Compounds Edge Fiberglass Single Door 11 nswng`OutsAng; X configuration) 11 k. Thermo-Tru Fliber-Classo and Smooth -Star N-bal 8&#391 g &qUot:Imogct&quOrh; GIuSd I D31 f2U22 Yes yea. yes NfA COMP0.1t. Edge Fiberglass Single Doorwth Sidelifip,(a) �InasvvingiOudsvvng� XO, OX or OXO configurations) 12 1. Thermal Fiber -Classic and Smooth-51par Nominal U#39,,0 8iq..t:Imoact&qu# Gazed 12J$112022 Yes, Yes, Yes WA Composite Edge Fiberglass Double D=wth or withoutSidelibas (InevianglOutevving. XXor =0 configurations) 13 m The�-Tru Filber-Classic and Smooth -Star NOmrzI6&#39,.8 SquoOmpaci Opacluns QJ31r2022 vs. Yes, Yes NIA Composite Edge Filbergless, Single D.orvath &quo1;Ndo-Impsct&quot: Sidelli linsvAinglOcitaynni XQ, OX or 0X0 wrifigunsters) 14 n. Therma-Tru Feer-Cinsaa, and Smooth -Star Nominal 6&*3g;8 RiquotImpoict&quol: Opaque QJ31�2022 Yes Yes Yes, Ni C,amposli Edge Fiberglass D" bl. Door yvith &que;Non-Impao" Sidelitles (Insaving/Ouri OXXO configuration) Z 15 a. Thermi Filber-Clamic and Smooth -Star Nammai 3quot;Impaot" Opaque 1W112022 Yes Y05 yes NIA Composite Edge Fiberglass Single DoorWth 8,1, ot.Non-Impect8quot; Sidetite(.) (InswinglOui XO, OX or OXO configurations) is p Tharmi FI bar -Classic and Smooth.Star Nominal 80 &quO:;ImPact&quol; Opaque JMlt2022 Yes Yes yes Ni Composite Edge Flldlargl.as Double Door vAth aq..1;Ni Ipsd&q..t; Sld.lias. (I theyving/Ouravmg; OXXO configuration) 17 q Thermi FibenClassic and Smooth -Star Nomhol s"39,9 &q.-t;NImp--Mqt: Opaque 1 D3112022 Yes Yss, No Ni Cionriedshe Edg. Flipargi... Single Door (InsWhq1O.fts,MN; X onfig.rti.n) ominal 6&#3" -ImpacAquot: Opaque InII2022 15 - Thernna-Tru Filber-Clazzio and Smooth -Star N . 8qui Yes Yes No NfA Compoaste Edge Foangilsides Single Doorvvith Sidelbe(s) filhayanglOuts1king; KO, OX or OXO -nfi .,=ns) 19 S. Therme-Tho Pilber-Classin; and Smooll N #39;S &qLxot,Non-Irnpaot&quo� Opaque 12J3112022 Yes Yes No IVA Composite Edge Fiberglass Double D-,Ath ., vothout Sidealtras (Insovnig/OurtsaMni XX or OXXO cchfig-flOns, 20 t Therma-Tru Filb-azesid and Smoroth-Star Nominal M#3R.0 &quctNon-tmpodt&qLcrt; Opaque J2131f2022 ye� Y_ No NIA Composite Edge Filbrediii.. Single Door il hasiing/Ourisyring; X configuston) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal M#$91.0 9qudst,,Non-Impact&cIui Opaque 12131J2022 Yes Yes No N/A Ccmp-itba Edge Fiberglass Single Do., with Sciellai (Ineviino/Oultsvono; XO, OX or OXQ cor,ficursulonsli 22 Th.,m.-T,u Filb-Cl.lasic whol Smorrilln-Ste, N.nniral 8&939;0 &qu.tNn-Imp..t&q.ct; Cipac- ID31=22 ye. yes No NIA Composite Edge Fl tensile. Double [Door vAth ., Without Sidel lt.S (In-iglOurtsimin. XX or OXXO configurations) 23 w, Thernno-Tru Fiber-Clinslit, and 5mooth-Star Nominal Glazed 12131/2022 yas Yes No NIA C.mpopito Foss Fiberglass Single Door I raWngiOuts.111a: X ocinfigurnattion) 24 x. Thermi Fibar,Cani and Smooth -Star Nominal 8&439;8 &quotNon-Irnpaud5quot; Glazed 112�3112022 Yess yes No NIA Composite Edge Fiberglass Single Door with Sldelfit*(s) (I noW ng;)Out.Whg: X0, OX or CXO configurations) 25 y. Thermi Fildef-02saicand Sirnooth-Star Nominal S&_#39;8&quotNw.Impt" Glazed 12J31=22 Yes Yes No N/A C.prinloo5itis Edge Fiberglass Double Discry4th or vAthout Slieldeas (InswingfOui XX or OXXO configuradion ") 26 Thinni Fibi.r-O.a.losind S-oth-Sbar Nominal S&N39;O &qu.t:N.n-lmpdol Glazed 12131=2 yes Yea No NJA Composite Edge Fibergrass, Single Door (Inswisafoutsvving; X configuration) 27 zo. Thormin-Tho Filow-Classirs and Smistath-Stair Nominal 88#39:0 &qLot.Non-Impapt8quot; Glazed 1 Mlf2022 Yes yes No NIA C.mp-lt. Edge Fi berall- Sirigh, Doo, vfth Side its(.) (I n.W no/Ouri bill; XQt OX or OX0 configurations) 2s A. Therman-Tru Filber-Clandic arid Smocth-Eitair Nominal 8&939:0 SquotNon-Impact" Glazed 1213112022 Yes Yes No NfA Composite Edge Fiberglass Doubts Doorvoth or without Sidelitsxs (Insvving,`O�tsavihg� XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Enlitir or iym V-I_ Missirreneturar Com.,it Rhalwara Opens, Validated By Revision 2020 Mt Wrdms and Donars Stan Sillinger Luis Roberto Lomas Ste- M. Ui PE Category. Exterior Doors (717�3155-3300 PE-E2514 (717)317-8454 subcategory. aiding Exterior DoorAizembies losifling.1Q.1wd-com Compliance Methods Evaluation Report from a Florida Registered Architai,11 are Licensed Florida P,cirs,si.mil Engines, Page 1 .1`2 I 6=1 Done Dal. Dole Psinclino D" Nr4daod submitted FRIC A,,.c.1 Aurr-d Stairs 10/05f2020 10106f2020 10A912020 1211512020 Apphavad Flas,1613kRU Approved for Us ApProvQd for Use IfflDsoh Design $Do 0 Pledger Deadhead c In HVHZ Outside HVHZ Resistant Pressure I ",."undboror"im, OA" MINUM SGID SERIES 420 ALUMINUM SGD QX0 12/31)2024 No Y" No MIA 145 '14&quoC008,quot; NON-REINFORCIED 2 SERIES 420ALUMINUM GOO SERIES 420 ALUMINUM SGD OX XO, XX 12131/2024 No yes No MIA 969oudl;x6O&qi HON-REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OKO IMW024 Me yina No NfA 145,314&qtoca.xgS&qi1z; 4 SER 420 At UM�NUM SOD REINFORCED 8 E RIES 42 0 ALU MI N U A 13GD RE IN F ORCED aX I?J3112024 Flo Y's NO NiA �Eo XO i XX 96" q u"xS6&q u at: 6 5ER ES 420ALUM MUM SOD REINFORCED SERES 420 ALUMINUM SOD REINFORCED W MWO24 No Y.s No N/A Florida Department of Business & Professional Regulation Il i a2 Building Codes and Standards W2021 Product Approval Application Detail faille entity or Data Data losto Pornsinst Version lillanufaelturor Contact Engineer Up-%. Validated By vollitatell Subsnatt,ill FOC Aggrieve] Approved staws R.visiol 2020 Way-D.ftr. dMenon rO,,ar,..d Door Dsiri K-Ish Job E Scale,, JeffirayR. Arneson. P E 10112M20 09M)'2020 10/23nO2O 1211,512020 Approved CiorponatIcin (33D) 76"8121 PE-51737 (904) 821-5200 Category: Extarld, Droors dk..Sh@yne-d.ftonc SubCalogisoy! Sectional Is tsirlor Door A-mblinse C."'pth'".. Claimed: Evzotich Report from Florida R.glidsarrodArchiteat or a Licensed Florida Professional Engineer FLA24(i Products Quallb, Assninand, Approved for Ui Arim, ... d far IJi Im ... t Doesirsh Sao 9 bar or N- Product Description contract expiration Clare In HVHZ outside HVH Resistant Pressure 3 8DOW81 DW8200 #1105 903g; N.ii .1i 14&*39; Mart heahL Gazing 12131,2023 N. Ys Yes 131.001-35 go available 1, to' crith,moddlates.ation. 10 80001810918200 #1123 1SMs Mox larli 14W$: Max height. Gizatir 12131(2023 No Yea yes +30,001-31,50 available In top or Intarmodlan, goction. 11 8000/810001,201) #1124 169413V Miu, width. 14&#39: Max height, Clung 1213112023 No Y. Yes -34.40/-35.30 aliallable In top as Intermediate sedlon, Florida Department of Business & Professional Regulation Fraire 1 f 1 Building Codes and Standards 11512021 Product Approval Application Detail code Entity DO Date care Periallne T� -a Version Mussuractumar Contact Errianal License Visindialbad By yandatsid subasittrd InflaGiRa.-al Aai states Rda,'i.n 2020 Comes Division of AADO. (no, Tom Raltaly UL LLC Troy Blared. P 6 1211OV2020 lZrOV2020 12(21/2020 Approved Category: Food., D-8 (641 r 494-2 8,3 iV54) 947-0880 Subcategory: E�rarl Door Components torn.rapaygonauboy.n. courplearee Method: Certification Mark or Listing IFIL,01,155I.-RH Products Quality Assurance Approviselfor 'Jae Approved for Us. fintDoCt Design S."Is Product D-disfiand Cantur.at E.Wroll Data In HvHZ Outside HVHZ Rxislat."t prins... 1 607 70T, 72rr, T47. 75T, 77T and 84T Single and Pairs Of IFIU511, Glazed. and Lou,ensd Ingle and pairs of 1273'1 ye, yes Ys, NJA Doors bell- metal diddrst. Code version liftnefidaturar Ravi -I n 2020 MI Windows and Doors Caltegii Windows Subcategory: Single Hung complistooe Ithellned: certification Mount or Listing -Saq A Product Model, Nualloar or Name 2 1B5 SH Florida Department of Business & Professional Regulation Fleg. 1 a 2 Buildhirig Codes and Standards I �,D21 ProductApprovad Application Detail Entity or [We W. bat. Pending Der- conail,t Ernalintier & Loninnsai validated Sy Validated SJpnfl1z,d FBC Approval Approved status Brant SAIlmor American Archunnetural 6tovon M Union PE 11111,2020 11117�2020 11,2W2020 Approved (71 T) 365-3309 Manuhsolur- Association (717 ) 317-8454 bsitlinger@mi-i�d.com Quallit, Assurance approved for Use Aponoved for Uso, Impact 01 Product Deadription In HVHZ Outside HVH R.11i Pressure 52'72 FinFbinga Froni O/SG Single Hung I W0412023 No yes No 1$01-6t) Laminated Glass U) CD E =3 co CIO > 0 > 11._ CDL 0 0- < 0 L_ 0- -fillifififififififififill"10 L) co 0- laaaaaaa L_ CIE$ W Z SHEET NO. PA 1.0. l____T _. ITT-7T __ I - ____ - ___ - - ___ - ___ Ii I __1 I_T_ I j , ,I I I I -6-0 (3) a) C_ I Florida Department of Business & Professional Regulation pi�lja6 odg Florida Department of Business & Professional Regulation page I of I Florida DepartmDritol'Business, & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation P.g. I'll — U) Q (3) N -0 > 0 Building Codes and Standards i/25,2022 Building Codes and Standards lFa2D21 Building Codes and Standards iwmpl Building Codes and Standards .021 = 0 4- =3 _0 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . L_ = (1) CL 0 (1) CL 0 L_ "I'll, � - _� "I'll, 1, "I'll -1 I .... I'll � - I 11 -9 � I I ,to Tvga code varsipm Marrulaot- Entity o Contact EnumeerikLicennie Validated 8 Date Date Daft Pending Validated Sub. tkad Far Atiouroyal Date Appr,Ved slat. Code Enlity p �filfi U. Dag, PtIndinti � eats Celia Entill W 001", oat* Panel Vall ;&!h E tit - I = a M -0 o- 'a) - Revision 2020 Thprrm.-Tn� C.m.rad., Ste'. Jaspers- Lynd- F. Schmidt: P E Ry.g J, King. P.E. I W0712021 OW181!2021 1011312021 12115a021 App-d Type version Manufacturer contact Enall A udemse Validated EW Validated Submitted F&C, Approval PO-Yed Status TV-- V,,I,a M.-f-turs, Contact finctin-9 _1 ..... Vzfidaud By V,Hd,t.d submitted EBCA-,,,,l Ation-tid status T`_ Vacnon Manufacturar crinlaol n t . �4-j a) 0 M U) (1) .4-i CategOry,.� Exterior Doetra, (lirol alls-7628 PF-4S40g (81 3) 767-85SS Aftirmation 2V29 PGT Ind,istri. jors R.-sm IA..!-D.dc SCCO - CER Milarri-Dede BCCO -VAL JIM12020 1110512020 1171 1120�O Applomed R.'A..,r 2070 Mi Windo,ve and Doors stem Sitlingor Amorlan ArolbitectuM Steven M. Urroh. RE 10MEQ020 101061202a 100512020 Approved R.,A,i.n 2020 MI Wind-rd Door. Category: windows E-t StIlrager Arrant �T`171365-3300 mim.1% - , � = CIO -(Z . - SubCategory: Swriging Exterior DoorAssemblies, silasperwriCthermatruoo Category: W,d-,s (941) 486-0100 (785) 315,259C category: windows �717� 565-3300 Armulacturans Association f?17)31T�8454 ftCategair: Rxed bsft1.g.qg.i,vd_d.m =3 Cn Compliance Method: Evaluation Reportfrompt In subcat-ul Singi. Hung boswild9p9tindt.m.- Subcategory.' Horizontal Slid.r baitlinganD.mintnixom Compliance Method: Certification, Mark or Listing CD _0 0 -0 Florida Registered Architect of a Licensed Florida Professional Engineer Compliance Mallbod: Carlification Mark a Listing ohn I Crimplilim" Method: Cartituati., Mark dr- Listing ' I I waa. = 0 .= -0 FL*239-R28ftod I I I I gw%�J-R Products I � I I I I I I I I I I I I I I I 11 I I j�uff45%ti,AnAALsdMb,p ,' � CL = 2 (D FL#,2Wl-R7 ProoloCts OrAbliv As-,- A-madfortil- A-un,selft,11- limiad Doehan I I I I Quality As I sur I an a - ApprovedherlIss Any.1tod for use Impe I I Design I I Anaertorodfor this amgDAZLYMJ = go 4� 1= 0 21 = �: QualivAs-renre Approval-florUse Approvedfort,bas Impact Lesion $aq 0 Product rlojpf, Number or Name product Desorption Contract Extirallor, care In HVHZ Outside HV assistant laresuarre Sea # product Ma0l Number or Name Ponnotol, D.-hinturn Contract EmOralticia or'. I, HVHZ COMM HvIlz N,,J,t,,t pressu. sou'll Product Model Number cur Name 185 product poselptil. Cdolinarl Expiration D 0 It, HVHZ !`l . it 1. ' = LA;. -.1 Ct -2 11-- 0 LL_ Sao IN Product Model, Number or Name Fluid uct Dma c ription Contract Expiration Date in HVHZ Outside HVI1Z Resistant Pressure 2 SH5500 jt�lqs MI-11. Inp.ot) Vinyl Single Hung lAnhd- 07)30=25 yes Yes Y.� IvA I HS I U Fir, and rj.pq. From. n.62 haulld.d! G1 ... 02/18/2024 No Yes No -551-55 1 r1w 7� .72 Ins.l.tod Glass 04M/202S No Y. 60A CD CAI -0 C14 = - - ICU _P_j `6+_ M I a. Thermo-Tru Fiber-Cladsic and Smooth -Star NormnalIM939;8 &qucrt;Non-Irnpact&quot Opaque 1213112M Composite Edge Fiberglass, Single Dm No yes No WA Q) 0) C= "M 0 co > (frowriqlOutsviing; Xconfiguration) - V'J C) U) _0 2 b. Therma-Tru Fiber-Claosid, and 8mooth-Star Nominal ft#39;a &quot:Non-Impadt" Opaque 12131/2022 No Yes No NIA 1 a: -2 W — E 0 Composite Edge Fiberglass Single Door with . G3 = - — a) Q) L_ L_ Scalite(s) (InswingriOutswrig XO, OX or OXO :* E (/) -4l.- CD I co.fig,imimns) co 0 -= C= L) . !E u) — C_ 3 c Therni Fibler.Classic and Smooth -Star Nominal 69ft3g�8 &cIticrt;Non-lnrp.ct&cju.t: CLp.q.a 12131/2022 Fiberglass Composite Edge Double Door with or No Y.. No NIA -jg :t 3: 40- - 4200 - CU a U) < withoutSicralites (InVmng1Out,zMng: XXorO)= 0 co � -0 . - configurations) = - -5: (i .!= W 5 = I 4 dL Therma-Tru Fib-Cla- and S.o.th-Star Nominal 7'0 8qupk;.Non-ImgiadI&q..t; Opaque 12J31J2022 No Yes No NIA � ---a- 4= .:-- :X% Composite Edge Fiberglass Single Door 5 e. Therma-Tru Fiber-Classio and Smocith-Star (InsvAngfOutswing; Xconfiguration) Nominal 7&93P,D &quct,LNon-Impaot&quot, Opaque 1213V2022 Composite Edge Fiberglass Single Door with No Yes NO MIA U) Z. A-- = E 0 Sidelke(Q (In5mgg1OutsWgg: XO. OX or OXO .2 0- Lit 6 I, Therma-Tru Fiber -Classic and Strooth-Staf ccarnffguvtfiona� Nominal 8'C&quct;Non-IMpact&quot Opaque 1213112022 No Yes No NIA Florida Department of Business & Professional Regulation P.q. I .F I Florida Department of Business & Professional Regulation P.S. I cf I Florida Department of Business & Professional Regulation l I gi a Composite Edge Fiberglass SI ng Is Door Building Codes and Standards 18J2021 Building Codes and Sta nclards 1 &2D21 Building Codes and Standards Iffift (Inswrng(Ortswing; X cariftgoral 7 g, Therma-Trw Fiber-Cliassio and Sm-th-Sta, Nominal Bli &qupt;N;m-lmppd" Opaque 1213112022 Composite Edge Filtw9lasssingle Door vAth No Yes No NA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (InewingilOutswngr XO, OX or OXO - I 11 ... .. I . � -, . I 11 ocinfigurations) 8 h Therma-Tro Fiber-Classib, and Smooth -Sur Nominal SUag;() &quct;NonImpaoAquot, Opaque INSV2022 No Yes No NtA Composite Edge F1b.rgI ... Doubt. Door wth 6, WtIlhout 8idefirtes inivyvinglOuts,,ing; XX or QXXO Cord. Entito - Date Date Cort, P-cm. clat- I Cod. Emet- Dru Data DabaPandric Det. L, am Entity L' , , I I , LW-- Data Data Perot- Dat" - 1 4 configurations) T version Mblutratitu C.."d ermi.- 9 U-- Validated D� Validated Sohnnittod FBC Apo -all APPLnoved 212111a mm Version Manufacture, Contact End],.,, A License V,lidl By V,,Il Submitted Pao fto-al A,c,..a sbau. Type version Mamulfactumer contact Bruinvor 4 License Validated Sy Valldaud Submitted FOCApintoVal Approved illil 9 j. Therma-Tw Fiber-Classicand Smooth -Star Nominal 68#39;8 &quot:NonJ mpact&quot,Glazed 12t,3112022 No Yes No NA Affirnatiort 2020 PGT Ind.stries Jet, R.a.-ki Mn-i-D.do eCCO - Ora lifi-02de BCCO - VAL 105)2020 Ili05M20 1 V1 J12020 Appl"d R-isfori 2020 Ml Wind-. a nd Due,. 2,ent Stinger Lus R Lomas RE Steven R Linoh, RE 1010612020 10100020 1011W2020 1211512020 App-d Affbirriatkin 2D20 PGTInsust,has Jan. A.-W MisrrwD.,k, SCCD � CFR Mi..!�Dsd. 5CCCr - VAL 11MCD20 I i A)5=0 11(1112020 Appro,ed Cornposite Edge Fiberglass Single Door Cpt.g.,y: Wood,- (941) 486-0100 (786) 315-2590 cat.gow Windows (717) 365-3300 PE�62514 (7i7)317,8454 Category: Vinod- (941)486-0100 (766)115-2590 (InsvvrigirOutawrig X-figugartion) 8,,bCsI1.gdry: Prxdd )rdctc,,ad@pgtIndu.g1a%p aiiho.f.g.q! 1,11.111- bstinVorarritive.com S-bCa.g.ry: Mail- jroawskhQ2pgdndusmesc 10 j. Therm2-Tru Fiber -Classic and Smooth -Star Nominal 5&#39:84qUotNon-Inrpact&qudk, Glazed 12131i2022 Composite Edge Fiberglass Single Door v.Ath No Yes No MIA compliant. harthod! Certification Us& or Lichrug our I I I I Compliant* Method: Eralualim Report ftom a Floill Registered Anchit.,tor. U-sed Florida carriplianda Banned! Canileabou Mark or Listing on, I I I I Sidelite(s) (I nsWing/Oulawrig; XO, OX or OXO I FLA243.1i I I I I , I I I 11 I I I I I Pnof-mal Engine., I IFL*161-RIj :' I I I I I I I I I I I I I I I 11 k. Thermai-Tru Fiber-Olaasic and Smooth -Star configunab.gs) Nominal OU39:6 &q..trNon-I mpaot&quot Gill 12al,2022 No yes No MIA I Qualby A,c,r,i,, A—d for this Accrovad for Usa I know DIdArb I I I 11 I 11 I I I I I 11 I I 11 I 11 I , I I I I I I ol &....-a I Aarauvadf.,Lls. 6,,,v,d for U, ],,ad 13-1- Z Compo,;tto Edge Fiberglass Double Door with or $-a A Is ... hist Model, N.mber or Nanna Product Description Contract Expiration Dete in HVHZ %Add, HVfl lessladoat P-stir, I I I I :1 - I , , I I I I 1 I I I I Ung Product Model, Number Df Mama Product Description Contract fixyhrallon Drate In i Outside HVHZ Roall Praxrwre Wthourt Sidelites, (InswingfOutevvingr XX or OXXO 5 OW-M20 ibr,ga, Ml.,ils, lmo�dtj Vinyl scrap Wind.. 048"025 Y.s Y.s Y., WA Chrolite A—. Arainwad far Us, A,,,,,d far o" mr-1, Desidn' 1 Millions for- At I Dom an d Windw. a Aluminum Mullions 05126i20213 Y. Yes Y. `VA configurations) . B.. A Product Maclol. Number or Rome Product Dintsdoll., tit 4VHZ Outside HVHZ Resistant P,s,,, 12 1. Thergra-Tru FbefLCjaB5jGand1 Smooth -Star Nominal 7'0 &quotNon-I nroact9quot, Glazed 12131r2022 No Yes No NiA 2 5784 V"hor1A.mir,ig, ".1bo. 12)3Ir2624 No Yes Y's N/A Composite Edge FilberglasleSingle, Door driswrigivOt,ts,ving: X configuration) 13 m, Therme-Tru Filb-Classic and Smool N-inial 7ag3g;O �iqulst-Ncm-1 rhipactao-E; Glir-cl 12131i2022 Composite Edge FUTI-Singe Dco-ith N. Yes No NJA Sidelite�s) (trawingilOurtswmg; XO, OX or OXO configurations) 14 n. Therma.Tru Filb-Classic and Smoth-Star Nominal 8&ft39:0&qQot:Non-Impact&quot: Glued 12/3112022 Me yes No NJA Z Composite Edge FibergaegSlngie [Door (inewing"Outswing; X configuration) 15 o Therma-Tru Fbar-Cla,eip and Smooth -Star Nominal 8&#39:'09quor.Non-Imp@ct&quc,t Glued 12;3112022 No Yes No MIA Composite Edge Fiberglass Single Door.th Sidelite(s) (I nevvingirrOutswing: XO, OX or OXO rt ess & Professional Regulation P.q. I at Florida Department of Business & Professional Regulation page 2 of 7 Florida Department of Business & Professional Regulation Page 3 o`4 16 I P, Therma-7rul Fiber-Classile and Smooth -Star configirrations) Nominal 3'0&quot,Non-Impapt&quot. Glazed 12�31l`2022 Composite Edge Fiberglass Double Door Wth or No Yes No MIA Building Codes and Standards V012D21 Building Codes and Standards 1UM1,021 Building Codes and Standards 31$=23 without Sidelites, (mawng/Outswing; XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W configurations) 17 q. Tharma-7hu Fiber-Classid and Smooth -Star Nominal 6$939;8 &quolL.Non-Impactilquot Opaque 1213112022 Composite Edge Fiberglass Single Door Wth No Yes No NIA . ... 11 . �� ll I L � - � - - - or " I 0114� ' 7_01�� y, III, _* - KIMEAM IF.9�00&"�'4,--Iwkl"R " is r Therma-Tru Fiber-Classin, and Snucroth-Sur Transcm(IrawngniOutswirg; OIXconfiguraton) Nominal 8'8 &quot.Nonjmlp@ct" Opaque 12�3112022 No yes No NIA Code Entity a P.911 Data Data Panting "a code EwIty an owe DR. pat, L-1,41"a am- I Code ErAtt, . - Dat. Det. Dau panning 22L. 10 Th.-st-Tru Pilb-Cle.dro Sm..th-Star Ccimpo.bbe Edge Fit-9t ... Single D..r,-Ath g,d�lif�(.).�dT,.�..�(1-ingfO.t.,A,,g OIXO. OJOX or O1OXO configurations) . Nominal 5&#Sg�$ 8,quotNondmpact8quort, CWq.e 12131=22 No Yes No N)A T... v_I.0 ftnuf�dt RvAtii.g 2020 Jam. Hardie Building Prodacta, In. Category: Pariel Walls . com., T1.1-I&I-ires'. Validated 8, y.licaturn surtmill FDO A,,.,,l Chad Clacks V. Andre,! Tan John S.uths,d, P.F. 01/0512021 12(14M20 D166V202i (909� 545-SSU PE-81062 (352) S67-252S Allor-d Status d1l.9 FBC Appn T vorson al.n.f.d.- Revision 2020 Alsid. category! Pan el Walls Vaidl B� Mimi, 7homps- Lyndon F-9.hnnidt. RE. Ryan J, Kmg, P.EL (3ZO)922-2389 PE-43409 013) 707�11555 V21idlahid Stibirittod Fac Artarervill 0211W2021 OW1312021 02=021 A,,r-,d WIW2021 Status Approved 1v-a Varaftar Manufacturer Rc,Ab n 2020 GAP Caliagm: Roping Contact Buell & License V,r,d,t,d 5v Miphael,groh Robert Miami- Jerm try. Knee.vich, Fr I&OD)766-3411 PE-59166 (9�4) 772-6224 Validated fintinuft,d Frio A -A Approved Status - I 2M912022 12111)2022 12,202022 = 1�202S Approved s and Composite Edge Fiberglass Single Door with Subcategory: Sidin� dh.d.diar.ka*jrsph.rdi 9�14C.I,.R.ry; Soffits niffi-p-&laid..... 8.bCshu;q,y: Asphalt Shuttles ti.h@gi,F..m mi SidtslWa) (Iti-AngiO.sWrig: XG, OX or OXO Compliance Mallrocit Evaluation Report both a ap.m C.rophand. Mourne: Eva -up, Report from . Compliance matinee: Evaluation Report frort a Cont nuous Head ancl Sill configurations) Florida R.00-d Anch,tect.r. Licensed Florida Florida R.SisisredAr6ited - Licensed P1.6d. Fluids ReglauradArcritact or a Licensed Florida 20 t, Thdrmti-Tru Fbar-Classic and Smooth -Star Nomimal 8&939,0 &quot,,.Noh-Irrkpact&quot: Opaque 1 2131f2022 No Yes No NJA Proes,vonal Engineer Piolassi.ral Erg- Profeisr-1 Engins., Composite Edge Fiberglass Single Door with I I I I I I I L 11, 11 I I I I 11 I I I I I I I I 11 I I 11 I I I I - I I " I I I I I I I I I � I 11 Sid.libe(.) orsowingiO.tsviing XOr OX or OXO I I fuAl 3192-RO le_6duchl, I I - I I I I I I I I I I I lzuijur'2.fifii R,ggebi ,: �� I I ; I I I I I I I I I I I I I I I � " -1 I I - "I I I I I I � I I I I 11 I I I -Lilltari proved 1, I I r 1, , I I � I 11 L I � I I I I I I , I I I I -1 I I � I I I I I I I ' 21 u. Therma-Tru Fiber -Classic and Smoath.Sur C.,ti-tia. Head and Sill ciprifig,ratir.".) Nominal 68J#39;S tiquo�Nondrrspacl&quot Glazed 12131f2022 No Yes No NJA I OualltyrAssu ripa Apor.yociforl.a. Aporgy.d for U. Impk1A 0"I'm I I I I I 0-lit, Assurance I I I I I Amir-al far Us. Airar-d for there lan-act I I casks, OuglithrAssuranco Approved for Use Approved for Use Impact Design C,omposite, Edge Fiberglass Single Door With liteflo Product Model, Number or Name produ�t poptcrip"r, Contract expiration dalo 1.1 HVHZ outside HYHZ Resistant Pressure Sag 4 Prod-1, Model, W.b., .1 No.. Product Coserlpton Contract E.pinalcm par. In HVIN2 Oulsido HVHZ R-latualt F-un. 48-9 Product Modl Number or Name Product DoscrImon Contract Expiration Date In HVHZ Outside Resistant I'ttegature Sidelibit(s) �oArgfOul XO, OX or OXO I Carn0irnk Lab Siding lia-ment I.P aiding jMV202s Yes Yaz Nok NYA 1 a. "2T&.quot Soffit Vent onScild Vinyl Spirit 12131r2023 N. Yes No N/A I OAF Asphalt Rott Shingle, for - In FBC n.i-HVHZ Fic.rg.sq,eirrierevol 3-talb� lanunstod, 5-talb and 12li6i2025 No Y63 MIA l Continuous Head arid Sill configurations) 2 H.rdePlarilk Lap Siding Iber-dement lep siding, IMU202S yes yes WA MIA 2 b: "Aflance T48,quot; start Ventor Sold Mnyi Sent 1MIQ023 No yes No NJA jurisdiction. tripfficitte asphaft shingles I 22 � Therme-Tru Fber-ClassiG and Smooth-8bir Nominal 8&4s9�0&qtx,rt,Non-Irrbp.dt&qu.t: Glued 1213V2022 No ye5 No NJA 3 Q. &.qc.t:G10arIgrbrr Vintage Boaded&0g: Sort V.( or Said Vinyl Soft IZ`311202� No ,(as No NJA Composite Edge Fiterp ass Single Door with 4 d. iuludt:054�qudu: Sent Vent or Gould Vinyl Soffil, jD31=23 No yes Me NJA SidelWa) (IraWnglOurtswrig. XO, OX or OXO 5 e. "qu&,Ch.,ta, C.rtqu.t; reiffit Vent.rSoldViryeaffit 1W31,2023 No Yes No MIA 23 w. Therma-Tru Fber-Clasesic and Smooth -Star Court nuous Head and Sill configurations) Nominal 69#Sg$ 8iquotNqn-IrnPatx&quot� Opaque 12i51/2022 No Yes No MIA 6 I. &q.d;S.pe, Sp..&uupt; Soffit V.,t- sdidViryl Seat IV31M2a No yes No WA Composite Edga Fiberglass Door Partelswith Vented sideill lins'mrig/Out.wng: XX Xy'X or X')OX configurations) 24 x. Therma-Tru Fiber -Classic and Smooth -star Nominal B&9$g0 9quot,Non-Impaci&qJoi Opaque 121a112022 No yes No NA Composite Edge Fiberglass Door Panels with Vented Sideliu(s) (InswinglOutswing. XX XKX or)OM ounfiS.rai 25 y. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&929�8&qu.t,.Non-Impapt&q.bti GI ... 6 IV3112022 No Yes N,n NJA Composite Edge Fiberglass Door P.nalis With Vented Sideline(s) �Initmg@10�uvinq. XX XXX or X>O(X Florida Department of Business & Professional Regulaton Page I or 1 Florida Department of Business & Professional Regulation papal orl Florida Department of Business & Professional Regulation Paris I of I 20 z. Thergra-Tru Fiber-Clits,xic and Smoth-Star configurations) Nominal 8&931):Cl,,%quot;N.�-l�p.��&qu.tt Glued 121$112022 No Yes No NIA Building Codes a ndStanclards ION1021 Building Codes and Standards i 15/2-021 Building Codes and Standards 162021 Composite Edge Fiberglass Door PgnelsvAth Vented Sidelite(g) (InsWngfOurtswing: XX, XXX or XXXX ProdUCtAppr*Val Application Detail Product Approval Application Detail Product Approval Application Data it configurations) I .. - - '� - I �9' �__' I _'S ;F ` � g . m* *' - y- " , ROE 1�k-'- g , � �' op 1 �� No - s" I g -- �'__ -a-0 1 B " ' I I Ml "I", a "V """t -1 N 1-1 3% -11�,��"A�'I't,gtiW*7,,-�.MMMINEM�",t';.�i�,��,-,',Io,t, 1=21`01"'-= N *X i 27 za Therma-Tru Fiber -Classic and Smooth -Star Nominal I%#39;8&qrocNon-Impact&quot: Glazed 12t3112022 No Yes No NIA O.trupositeEdge FibergliassSingla Dito,vvitlh3ll#�SLD siderie(s) 0 rsvvrg�O�tsvong: XO' OX or OXO "I'll, I I I . '_ g " aw'__'� 9%0049;y� - - I - _ '. -Or , , _____' ,:477 ',dwl , , �_Ioc - , UC�"_ �l,;,,,�,�*-.N,�,,.an"."�-*,,,�-,,-I I y �""" eb�NEX"Sct' _01" ,�.'��'V%J&F';Oro k-'O's, M I configuralJons) cool enlit, or old- Date Data Partin, Data Code Entity or Date Data Date pending Data ;Ak Eritity . Data Dap Data Reading Date 28 zbL Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&W30;8&quot:Non-Impact&quot Glazed IV3112G22 No Yes No NIA T"". V-iort Maharfactuner Contact engine., A License valfichiled a, Validated submitted `130 A —I Aopurnt Aidu ixa Version claroulf.4t. aaaBlii fin,m9 Lhaar., V,Iid,t,d say Valkhrud Submitted FBCA1 A.pro-d status TV" Version Manufacturer Contact anitil-al a U.'ros. Validated ft Valloll Subcoll PSC Apprwal Alipro,vad Status Composite Edge Fiberglass Double Door with Revision 2020 TAMKO Building R.Wou ILLC Main Glen Robert Nbc,nn.n Job c W. K-Aph. RE 10ffl4i2020 09/2WD20 10AX2020 12A&i2020 Approved Rbvf,Idh 2020 _.V� ThmVsm. Inc. ribs Thompson Architectural Tory Christman Zachary RL priest Stevan M. Uhler. RE OSM 7/2020 0911612020 QS,2212G20 12M5M20 Approved Rousbou 2020 Forida Metal Products Ind. Clark .1-a James L Buckv, RE-0 Stevan M, Urich, RE 09)2712020 09,2512020 10)04M20 12MV2020 Approved ?'0 Sidelites, �l nisvoing/Outs.ing: 0)01,0 Category; Roofing (411) 624-88" PE-511166 f954) 772-6224 metal Company ITAMCO) ti!13t 24a-Z456 RE-74021 i?17)317-8454 Category: Rocil i904) 783�8400 CBUCK 2.ginraodng 4TI 7� 317-8454 29 zQ. Therma-Tri, Filbor-Claraic and Smouth-5tar oorfiqvrafion� Nominal U#$e;Q &quo�Nd,n-Imparctsquot Glazed 121?112022 No Yes No MIA S.thcatatrry: und.diry-Na koMsdonGlarinfecconn Caugory: Roofing SubCaugury: RostrIg Accessories that arean logy@glarrobil-fing-ro SubCriteqenry� Reuling Accessories that,.,. . lmcgrcl Pan .fthe Reciting System 6.,k@1- P�-31242 Compusilt, Edge Fiberglass Single Doorwith U#39:0 G �daluk(s) (InsvvirglOutewri XO, OX or OXO Compliance Metill E,itivatim Report from a Florida Registered Archit-tor. Licensed Florida Integral Part Othe Pouring System Compliance Method; Evdination Report from . _`U,tons P,cl R-girear Compliance Method. Evahu.tion Raptri both . Food. R.gWarodAtchitsat . . Uponsad Fends 30 zJ. Trilarma-Tru Fiter-Classic and Smooth -Star Nominal 08quotNon-ImpaoMquot Glazed 12/ali2022 iiaoa�; No Yes No MIA Florida Registered Architect or. Licensed Flord. P,.fessl..l rntilmea, Composite Edge Fiberglass Double Door with FLAIZ324," Products "I I I I I � I I I I I I I I I I ' � " I I I 1 I I I 1, I -1 1, I "I -1 I I 11 � I I I 11 I 11 Professional Engineer 11 I ' � I I : I I I I I I I I I I I 11 '' I I I I 1 3=39 ' 0 SidePt.. (I nswmg10u%Wng; OXXO configuration ) I - I I I Quart, As-- A-,,,,W to, Us. Ame,Qv*d for thrm moureet Da.1do I I I P�M&J;ui pBlu"go, I I I � I I I I I I I I I I I I I � I I I I I - I I I I I I I 111,11,11211531pirtProducts I I I I I I Ctualibby Assuranee 1� I I I I I 11 Approved! for Ust, Approved for Use Impact tresoun at ze, Thermho-T ru F b-Clas.ic an d Sm outh-Sta r Morrill 70 &quotNon-Impaot&qUot Shakpir 12;3112022 No Yes No NIA $.-A Prodi,vi Me". Nourb , - Memo p'scudt Da-babo Contract Expiration Date ba HVHZ 0,uhlo HVHZ Reshataro pressure Quality Assurance Abith.lmei Approved for Us. Iggi Design S.- A Product Model. Numb., ., Ms.. Produat 0-iDtion Contract g-,wi oat. if, kVNZ Outsidia, HVHZ R-glunt Page- Sa,iee Composite Edge Glued Pibergil I TAMKO Rout thidtraynent� (HVHZ) Roolfundedaymorls for use in FSC HVHZ 06,29i'2023 Y. No MIA WA 54.9 PraductModhal. Nurri " --a product Description contract Exithatirm oat. in HVHZ Cursed. HVIV! Resistant P..-. 3 3- FLAMCO ".v:RV IQ Ridge Vcht&q--t: Aluminum Ridge Venns for lotelled redis %bMairted I 2J31,2024 No yet No MIA Door Wth or Without 1 &#Sg;2 Sidelu(s) junadiddons. I TAMCO Flat Top 0ff4xdgo Vent Mth Baft for Up 26 ga. .tadd rocivanall.t., mth come QW09J2026 Yes Y. NA NIA from 0,V5' Alurnrium �Inswrg(Ouuvding; X. OX XC or OXO configurations) 2 TAMIKO Pool Urnaenii�antt OION-HV�42!) Rootunde4aymaris for use in PBC nc,_HVK2 08r-1942023 No yes NiA WA 2 TAIMCO C-an.ont Von, 26 g. 0910$12026 No Yes WA -01-526 jurisdictions. 3 TAMCO Off-Rid,go Rb'(V0mv!IIb Baffle 26 9a. Static roofveritibutur ,vith integrated bet". 0910912020 Yes yes NtA WA 4 TAMCO Round Top Off-Ridgki Vent �Mth Saft for Tilt, 26 pre. static roof-tilator with boric 0910al2026 yes Yes MIA NiA Florida Department of Business & Professional Regulation piig. I oil Florida Departmerd of Business & Professional Regulation P.g. I of 2 F[Drida Department of Business & Professional Regulation P.g. I of I Florida Department of Business and Professional Regulation Building Codes and Standards Idr,2021 Building Codes and Standards 11712071 Building Codes and Standards 3W2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application cartel I Product Approval Application Detail lication Detail U) 1 N I ON'S P;"_vJg" � 0111070 " Cos. TV- Version Manufacturer R-isi., 2020 Lornard. Entity 9 Data Data Dant Pending Contact Eguirser & Linage, Vrilkhud By Validated submitted HICAgon,"I Katrms Jolley Jamas L. Pulloral, RE. Steven IV, Ud.h. RE I 1MI2020 IIM�26120 llm;2020 Daw AD-voil stat" drgF5C Appr- CoA. T-e Veral- Manufacturer Ramurt 2020 Berri Roofing Entity o,' Contact Sri,! .... 8, Llo,gav Validated Dw Anderson Rob. lAPMG U,,upoo Euslu.1ion Gary W. Walter Data Data Data Pending, Validated Submitted PSC A, -*I I IMM20 I V=2020 09. A,,,...d 111D61200 sfid". app-d Code Tv" version Manurtanotyrer RaYsion 2020 Gobell Protection Products, LLC_ Brifty or lonlo,.t Engineer & Llootwo Validated fint Tim Robinson MherA. r1lit Jr. PE. John W, Kreze,iolr. RE Dal a Del. Data Pending 2*-- va"d4w Oubmitod M Appiureal Approve status 09`06mao 09/01312M lDM1/2020 121151�04 ApProved (D FL#5259-R31 Code gnw-9-r Date Date Date Date Status Category! Roping (501) 9$3,6163 PE-31242 (T171) 317-8464 CalaG.'y: Robins (9)1)38Q_(309f SeNlear, LLC. (205) 054-01tiO Cotrigitiql. Shutters i954! 589,7545 PE-44IS7 (954) 772-6224 !ype Revision version Manufacturer Contact Engineer & Validated By 2020 POLYGLASS USA MauryAlpert, License John W Niftl1dailed Submitted Pending, APproyed Approved 1 LV2612020 10f2212020 FBC 12115f2020 SuIsCat"gory! RodifigA,curasserhasthirt arean integral Panufthe Rooling System Compliance Method: Evaunifion Report froms lcell.yVionnago.... G.IbCatag.ry� Root1gTiles CoMpIllarep Mdthod! Evaluation Report from a Prodhatt E-lusti- Entity RepinAndersornelional.06 m Subcategory! Storm Panals Conripliance Metho& Elalitation Report from A tIm.rbbidu@gpparI, m Category; Roofing S9542331 330S Trial pert@ polyg liass.corm Robert Nerninen Knezevich, PE Kilmayal Florida RegistereclArchftect or a Licensed Florida I I I I I I I I I I I I I I I Florida Regi.hersdAtehlIsst or s Li-aad Flonui, Professional Engineer SubCategory: Underlayments, PE-59166 (954) 772-13224 11f0112020 Prol'o.ional Engineer F11,1072,112-Raft I I 11 I I I I I '' I I I I 11 I I I jLgirigg.Riz irotnuots, I I � I I I I I 11 I . I I , I I I I I 11, I 11 AW.yed for use Awrevead far Use I Impact I � I Design I I I - I I I I 11 I ?L#99�_j�s Pjr6d I I I I 1, 11 I I 11 � I I I I'll I I � I I 11 11 I I I � � I -1 I 1� , � , I I I I 1, Compliance Method: Quality Assuratic, Amroved[ for Us. Appro,pol for Use impact or'sl9r) 911LA Roduet M,:14 Witica,a, N--- 16 G-emy Sh. Ike, SI.I.. C.0 try Sale Wt 01 d English Pr,d,d Da-rupthso Ceas'.S�g low, Fiat Ptabibe Don-, CO I In HVHZ Outside HV No Yes Rechrunt KIA prass., NJA Quatut, Ase-nee Apdr,aradforuse Agor-incl for U.. ifirbact 2 E Eva luation R aport fro m a-- # Prouluct Model, Number or blanat 0 product 0-0.0cin, Contract Eurniatlah Data 1. KVHZ otitaft), HVHZ R-19-1, Prgesuar - n r Thatelb, Ump; lobact - ltuit Pigiduat Model. Number or Mama Product Description a 1. Kyhz Wald, HVHZ R,,I,t,,t Pressure a Florida Registered 1 D-k-Arl DA-4 .,TRI-B.ilt D-k-A, DA-4 L_ Profile p.lypropyl ... pl.atki� Pool 12110,2025 No yes No ,07.51-g�_5 17 Suary $00 - $late Shake Aarrp: Split Sh.ke Flat Prdll'�: - Slo,,,don. CA 12/3V2020 No Yes MIA NJA 1 20 Gage Ga-brod Steel Storm PimaIa1HVHZ Compgated Galvanized Steel Storm Panels retained IMIJ2023 yes Yes yes N/A -4-0 Architect or a Licensed Florida Professional Meonarksly,AVaefred to Ply,i,00d Dock. I I B S...y 000 - Ski., Shah. Aamp; Silit Snake ID Barony 700 - snake, Shits Asenp; Split Shake Zo �yTQ() Shaks, Sn.l.b.amp: Split Snake Flat P-5 - His, .1 CA ID31,2020 Flat Prodle - Studkiev. CA iV3i�2020 Flat Front. - Rj.ft.� CA 12`31(2020 We yes No Y. No yes MIA MIA WA MIA MIA NIA 2 Z4 Gage Galvanized Steel Storm PwdskJHVHZ or not by maluis to provide hurricane propollon. Comigated Galvanized Steel Storm Panee retained 12f3l�2023 or not bystacks to prwele hurricane prot6ction. No Y. Yes N/A (D Engineer 27 Tapia F�psc; I at ..I.a High Preffle � Katy, TX 12J31,!2020 M. Yes MIA NJA a) FL#6269-R31 Products 2B VIII, L� P,ofile -Katy. TX IW3112020 No Yes MIA N,A C_ givality_A11ginaings Approved for Use to for . use irig W Deal U) Ateg-ft Product Model, Nurnbeir ou-Narn Product Deasorlpj!ga Contract EL(pk "m lit KVHZ side KvHZ Resistant Pressure Data I Polyglass Roof Underiblyments Rooring underlayments 110;21=22 No Yes. NIA 414l M I 2 Polyglass Roof Underlayments �HVHZ) Polygass Roof Underlayments (rrCg-HVHZ) Poll roof underlayments for use in FBC12i2W2023 Yes HVHZj.radi.I1o... Polygass roof underlayments, for use in l2i2af2IJ23 No FRO mlq-HVHZjurisdId,dons. No Yes NIA N/A NIA -N)AI-622 5 � CD > 0 I Polyglass Roof Uncledlayments �HVHZ) Poll roof undedaymentsfor use In FBO12iMC23 Yes No NIA N/A F lo rida De pa rtment of B usiness, & Professional I Reg ulation page I of I Florida Department of Business & Professional Regulation P.Q. I of I Florida Department of8usiness & Professional Regulation Page 1 of I L_ HVHZ lu,!.di.11 ... � Building Codes and Standards 10022 Building Codes and Standards 11212021 Building Codes and Standards lFr,021 > 0- 2 Polyglas, Roof Underlayments �noI Poll roof underlaymerill use in =a�2023 No FBC rrmHVHZjurbadIcHpm8. Yes NIA -Nl Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail DL I Polyglass Roof Undedayments (HVHZ) Polyglass roof underlaym eats for use in 1`150i212=3 yes HVHZiuriedidions, No NIA MIA 0 < � '� � � 0 - i�pj %,--,I,' ' - y -1 " 4 - P "" I`= "N , a - - ,.,-- -"'7 - , g , - gl_� s, g "I ---,Wi 'Numag, , , g - �' K , 'r I , , t , w ag k i " -2 �'A� "W's ' , If 1111 4 ry`"V� _111A W I - � , ". � Z� .% '% 0" � t a%i�W SAAWMEM" V 131 '=X �� a NINE 97 S � i M"11 I " ' I 9 N, 2 Polyglass Roof Underlayntents (nCn-HVHZt Poll roof underfalm ent5,for use in iX2Y2C23 No FEIC non-HVHZ jurisdiCtictmi. Yes N/A -Ml - , � - 11� � W, - _______ _' - - '��' Curdle T-e Version Manufacturer _1 - 'r�rl.""'-%,l"" '�� ,,, -1--i . I- 1.24 1, Im" .5,ft, 11111 1.0" , I — , "" - - ._ - Entity o Date Date Data pending Contact Engineer A, License Validated Validated Submitted FBC Appro-I -f-� 1, Date Approved status Code Type Vs, in jill-fadt. Entity or Contact Erramner K titans, V-jIdl 51 Date M Oat, Peridliar Validated Submitted Fee Aug .... I owe A,lg,,d - MIA Status Code TV-- vancon lilimuoidto., Entity 0 Crutt.ot Engineer & L(mr- Validated air -2m Debt finding Der", M Validated Sularnitud FOC Ammure Approved status " -ilaaaaall, I Polyglass Roof Underlayments �HVHZ) Polyplasts roof underlayments for use In FB012*=3 Yes No N)A N/A Re,,ision 2020 Ali Americstil Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P, E. 10f2a(2020 1011512020 111051,202C 12JJ512020 Approved Ra,nial.n 2020 ApIr. Stuart _,,4% ICCE,alration Service. LLC Wdliam M. Rarflarl, RE 1013V2020 1012212020 11)05[2020 IIA35n02I) Anig-d R.,Asion 2020 Commordill Concrete Pranductsho, Robot Gillis Samuel A. rroontctly John Hoy I W 6,2020 1211612020 12i2gJ2020 ding FIJC Apipv� 0 2 Polyglass Roof Underlayments �rran-HVHZ) HVHZ jurisdictions. Polyglass roof underlayments, for use in 1212MC23 No Yes WA -Ml Category: Shutters subcategory, Storm Panels (561) 712.9a82 PE-0046549 (�54) 947-0880 .1k.ba,urann-carah.h. Category: Structural Componars sulocategui-y; 7.. Plates (3211710-�377 (407) 5M -I N7 slawis@a1pincit-om Caloggry,tinnuctural Components SuInCelegcre Products ptrocluded as a Result of (41 5) 05�-3707 PC-34245 lS52� 5M-531 I p.ctg.1,r@yrh.d, =3 FBC non-HVHZ jurisdictions. CoMplianceMethod: Evaluation Report from a T..Mm caurplicurdn, Mall E'a..tidn Report to. . Product e,auetion Entity N-Tachromiz, Mahod: Evaluation _0 Florida Registered Architect or a Licensed Florida Pcofessmonal Engineer I I 1, I FU;hfillllmlil Products I I I I I I I I I I I I I , I I I I I I I I I I I I " Compiler" Report fr.. a Florida R,910-clArdhitactur, Licensed Podca Prol—al Engine., 0 rial7it A3proctucts I I I I Quality As , , or- Appir- for Use ApprevodfoirUso ki 0-slar, faid774,0WAll I I : I I L_ Quality ASsu ran ApproyedforUse Aignorrylagi Impact Design soug Produatiblodol.NuMborciritil,ton Product Description Contract Exelranon Date In HVHZ o"bildetlyflz PAllou're Piassure I Seq 9 Product Model, Nunn Dan Or Nis. a Product D ... ript,on Contract Expiration Date in HVHZ Outside HVHZ Rosislan pressure 1 ITW BrG/Arplas Higher Strength M 8-amp: S) Maul Connector Risk, lVal=24 yes Yes MIA NA Ou.tft Assiurand. Anaravocl far Use approval far ties Impact D,sim a - I 24ga Galvanized Steel Storm Panels 24ga G.I-...d Steel Storm Panels 17J31f2022 yes Yes Yes NIA 2 ITW BCG/Arprae Hng. Plate metal connector plate 12f310024 yes yes MIA N,A $fflo lan.d.ot Ll Number to Name Product Doccrilytim Contract Cimbratign Date In HvH7 Outside 14V R.SlOtilint pressure < 3 ITW BOWAlighe Trulor 4 ITW 13CG/Alipir. Wave wtal connector plate 12131l2024 mout Connector Plate I ?J11=4 Y. yes Yes Yes MIA MIA WA WA I Quality Precast or Commercial Concroto Products Precast and Prestressed Concrete Uri 05425(2024 No Yes NIA N)A a) Cn -*--a CC C.) M =) < n Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 2 31&2023 Florida Department of Business & Professional Regulation Building Codes and Standards rags 1 .1 I 6114;2021 Florida Departnuent of Business & Professional Regulation Building Codes and Standards Page 1 sF2 9126t2021 M0 i.— Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ � 11 W 11- -_ S", I I -_ " I I I 11 - , I , I I , I , - '� � :: I W C: 22,11 Entltv or ad-1 Date Date Ptndina oat- C "d Entity a onto Data Date Pending Date code r;nth 0 Do- Dirt . Date Pending Data " Typ. Varshm Man.biot.nar Contact Fanaln- & U-se VolidliNd valldiusd Sub.1tad PRIC Apidstral App,.v.d Status IYES V,,i,, M ... f.e..' C.nt.c[ agents., & License volidabd la, v.fld.t.d la.cauttled FaC A,,r,,V,l Ap.gI 3tal., T � Mari Contact Endo ... S License vslichtted W Validated Submitted FaCA.-al An,, States 5; C: R.Asion 202C Mnek Ind, C.t.g..Y! st'rict-I Components 0in Wald.� ]CC Evril. ttmn Starvies, LLC Oc Ev.1.0- S-f- 952) 898-8635 LLC� GIMJ2023 IW20/2022 01=2Q23 Appro,sed R-dw 2020 Way�lh.aiiser Category: Smidunrel C.mig-ants Rob 9.1oran ICC Evaluation Service, LLC han Lehrer. P. E. OV02121)211 10113f202G 03) 924-$473 (60) 00-3288 02JO312021 App,v.d Ath-tim 2020 Alpha Auminum. Int. Category: Panal Wells joso silva Wis R� Lomas Seven K Unch. FIE l407� 509-2008 PE-62-514 (717) 317-3454 1111CV2020 11ME12D20, 11�21312020 Approved < a) Subcategory; Truss Plates s.sIdenernii-m l205) 599-9800 subcategory; E,gr-red Lumbar Compliance, Method: Evalcalich Report fte. st Robert gard,0&-yarb. er-com 8ubC,.ug.ry:fi,dffits alphs'lumin-Inco-y2ho Z Compliance Method: Evaluation Report from a Product Evaluation Entity Product E.u.b. Entity I I I I I C-irlbart.lildhard: Evaluation Report fr- A PI.Id. RAgnatersdAr.inuctor. Udeusai[R.Irda .o.m Z __j ��42iarqtiaproducu , I I I I I I I I I I I I I 11 I I I I I I I I I I I I I ' I I ''I I FL4W,Ril EalilMia -, I'� � I 4 I 11� I 11 I I I I I I I I I 1, I I- � I I I I I 11 I I 11 11 I I I I : I 11 I I I I I I , I I � Professional Engineer ' I � I I I I I I I � 11 I I 11 I I I I < Quality Assumn- Ati-od for use A,P-,d for 11sx, Invareet Damon 2!j.11ty Assuan" APproyod for Use Approyod rpr use Impact Dosban "FluintiWArtidurt. , I I I I I . I I - � � I 1, I I � I I I I I 11 I I I I I e " I � I I I I I I - I I 11 I I I I I . I I I I 1, '� I - � $1.4 Prp4ct Model, Norober or Name Pusduci Doix,riodon Contract E.1,41- cate in HVHZ 0.1siol, HVH R-tatank pressum slo # prydoot Muni blurnbe, or Mama Product Dasorptimt C.Fita.( Q41ration Data 1, Ill o.tai'l. HV resistant P-,,,. Malty Assirailci, Approvedfortuse Approv.d rX Use Impact Distant _j I M18AHS 1,i ga� high strength truss connector plate IV310024 yta yies MIA NIA 1 fil.iollimn LVL I learallem PSL _.mniA.dV.marL..b.r OY3112023 No yes Parall.ilimmol Lumbar as,311=3 No Y. MIA MIA MIA N/A a-- # FineArcit Model. Number ar Mama laudipact asserted- C.ma..( tEafinallort Data . VH owslap HVHZ Resistant P-h. 0- M18SHS id; go super high strength truss comectorplate, 1W310024 Yes Yes NIA MIA � Ti.b.,Strand LSIL LamnitudStrrind Lumber 0,,wwn Me Y., NfA NIA I Alpha AJumlnqm 8diri Vented AburrinumBouffitf Alpha Aluminum Solid &amp: Vented Aluminum 07=,202� No yes No NfA I 3 4 1411 16 N1718IHS 16 P.� cu—nocuro.'. IW31,2024 18 ga. high strength truss connector plate I 213112024 Yes Yes Y_ Yos IrIA NtA ru'� NIA 4 TJ Rim Board ,9nuctuffli Composite Lumber or Oriented Strang 03131=3 No Yes Nl NIA CMU & Wood Soffiv CMU 9.mig: Wood 5 I2 MT4HS 2C go high strength in.$. -neet. pl.t. 12)31,2024 Yes Y. M /A WA 5 W.y.rha ..or Rim Scent board Rim Board Oriented Strand Board Rim Board aMI12023 No Yes MIA N/A S H EE ET N 0, I 6 TI-19. MT18 isq., th,-Rounsclerpirter 12)3lt2024 yes yes MIA 1`11A 7 TI-21), MT20 21 go I,.- connector plate, 1213V2024 yes yes NIA NIA 1 I March 6, 2023 PA 1.1 � - I - I __ - I- - — i - - - __ ___ - I I I I I � i I I _� I I I I I , Ir , I i I I I I � I ii t lit All I 1, I d h'inu . I[ lL .. 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Tim 1ara1o" Men"4duret Cooled Emhb.r&Likema Validebd Dr IVardN41 Sobmit0ad FaC Aaera.al Anonmod am- TIM Wheo 111eno4durer Como Endnesr&lirnes Veliaettd Dr lhli4bd iF"b�11� FDCAppropat 4oprord Saaa4grs Nis version Yanu4aturar GMeN Eadnrti Liasma Wlidetd Dr Y41i. d aaetwned FBCApprWel Approved $tom him 14r1 .ba Yem4durar Caeba Erdneer.&ltrro VYIklsMl ash IVa lJaid auhNlbd PNCAoow.d AoorovW BbUm � �••t � Affirmation 20M Pella Corporation Joe Hasson a moll Window and Door James L Buckner, P-E. ® 07114/2020 C7114(2020 07/2=1120 Appro!red Traction 2020 Pella Corporation Joe Hayden Small Window and Odor T.P. Lunn, PE, LLC OTM412020 0711412020 0142/2020 Appra d Anrmaticn 2020 Pella Corporation Joe Hayden Sandl Window end Dom James L Buduer, RE 0 11412020 OTMN2020 07120/Z020 Appmoal Anrmadon 2020 Polio Corporation Joe Hayden tbrell Worror wheeler T-E. Lunn, PE, LLC 07714R020 0711412020 07/222020 Appuued -&-j /�/77'� •v, (� orr- Wl 0"nocas Robinson Moruioduls,Aroclslon CHUCK Engln.edng Wi Conrgary: ndows Rodinoon ManulscoumrAssaciatlon (B81)ti2M456 Cdp.. arWndwe o RobMoon ManumoorAssoolallon CSUCKEnginsedmg cmearr. wmdc" Poolroom PE-44135 g551)WS3455 W U-I-,'ee v, }s aobCobgaroc Single Flung P41j 8214M (Sol)40141127 aubCalsgars. Single Hung (a41)11213096 8ubcobser. Flyd MothW: Mark listing (641)821-ON (561)4a146a SubCooel. Flood (841)021-orge compliance Mashed: CortNa llon Mark or Usting ponoProdulli pp o"Ope compllsnr MMh0dt ca JRQW On Mark or Usteg pan.prodildepProral®pe eroplionas Coltoocion. w pallsa*dudapprorel®pe Cempllanse Method: EMIUa90n Report Rom a pelioproduobp"fte " 7t IU (n ne.com Ilo.cpm Ile -corn Floods Reglslmed Amhitem or a Licensed Florida Ila.M. (D �J Profeesbnal Engineer O O . FI082110.R1 PmiWo - Awl Prood MadA Number ash Name rrLreb Armrrae praduelhromien Contrast Expiration Dom Aevarad as Use Armored roll IV aubide HY142 balm Resident Oman Pne.aura � PrdoY YodA Number *,Marne iromiaYmmm �rmthreeNen Gatrsd Faehal6nDw 8asnpad he Use in RM4 Appeal For.Use CubNa HVHZ imud � a ,labn+ pmoun Alas Rallied Model. MumeY er Names iMAkAumtm ProrlualDardmaet ion cownFielmrlde nn O Aeemed serge. 1,14 Qy�j� how )kyml Reasons QN111rprWed Aso oar ApMr Lisa Aeerowd hr Um l�sat 0s91 O /per, O LL 1 1 07n912022 No Yes Fd +2W-25 as 9 P"" Yobs, blmbr W Nome P'W"eooyioti Contrast Expiation Wb in HVHZ Outpido HVHZ Allow" Prwsu 0 1 Hades. 102p HIgh Performance. Single Mung MmA SMgie Nung Windor(42' x 72•) =17121127 N. Yea No +Balm 1 Peps 108erlm Urge Hung lWndoer 38'xST Vlnyi Non•lmpoot 8role Hung Wndow g812212022 No Yes % +4040 Sane 10MJ0 Mnl4 Ned window (W X TO-) a O L•Solve040 2 Son1HIgh Performance Hog Is Mung VhW High Mbrme rnle Single MungTwin 0WU2027 No Yes No +5gl 2 Pets 10 aWindow erlr Single Hung ndow $41. SW Vinyl NpMmped 81ngla Hung Wlrbsw 071OWC22 No Yes No +49F45 2 2 Sense 1=0 MmA fad wnrbpw(188'x 04') 07n512022 OF110022 No No Vey yes Ma No +2s�28 1 10S.,Isa Flange Flied 10 Herir. 112'Flange Flood Wind- OSM&2031 Yap Yes. NA. N ICU 1y1,-.��0 /� ♦o a Sense IQT081rgIs Hung Compoal l7?ar8&112'1 Mmsl Sngle Hung Triple C.mQmas(IOV 7r) 0@11512427 No Yes No -4"4 a Pbx eb108er8ingl.H,rp inch, PBtle lO Hung VBndow Hung 2 07M902 54'x Or%Anyt Non-hrpxolt aingb Window 4rx7r%Amyl Non,in"lSir& Hung Mondow Or/OW2022 NO No Yes Yea No +90ti8o Al. +5yeo Sari, 10120 Nriol FeeW d ockna(W'x a0'l +9W-a0 O 4 Boom 1=031role Hurg x Mays, Hung Triple 0CM30027 No vas No a Series Single Mnyl NOrHmpoO QW2MJ022 No A. No +56Lss FLatida4ali Pmirb:.' 4,V 5 8erwa1N2081rgie Hung Srgla Composite (1Or.53A'1 Wryl Blnple Mung Twin csmo.u9e(86.3'xSa.'J� 06413MJ027 No Yse Mo +35135 +35135 6 Palo 108erlpa Single Hung Wlndor Ps" 108atar single Hung Wlnddr 3r x 67 Single HungWlndow 3Bx73'MnyINOm4mp.d Single Hung VPmdaw 07(0902022 No Yes No +g00-0D � � O 6 Sobs 10MJ081rgle HUrg Mrry491rgle Hung lwln Composite (72•x Saa'1 0&18Ml027 No Vas M. +3auS5 7 Pals 108erlee Single Mung Wender 52-1A1'x 50'Mnyl Non Slrge Hung Wlndear "1011717028 N. err Nr +pgn80 jgyg(,jbArrrrb* Anrered 6w Ua*- Apex pe err u.* jpog� Oars' g Al L� � VrJ L T Ssoes 10120 Hung Wryl single Hung U811612027 No Yea No +360-311 -Impel Sad: Prded MdAilembrmNams Farlodheadmim Cosine F,,kAlon Deb in HVHZ CubMo HVHZ IYaidsnf � ,p ^ Y�L S dingle So14e 10(10 dingle Hung Wft o, xT2-1tlB'xSaS'4 Meryl Simple Rung Wrrdar [48'x72') 05/771202T No Yea M 13" +3vss FI.I gO�rN6:Prdmb..' ,.. 1 Sam* 10120 Va a"dwlrlow(tl0'X76'1 0711&2024 No Yee No +22� O CD e 8m:10126Slrgle Hung MAW":lrgio HUng Wlndow(48' x 5&112) WII00027 No Yes hb +381-SS y,aga�� Aar Ale-ed ho, Use lmNm 2 3 Series 1nr20 Most Rood WrOme(108' x 04') UTM&2024 No Yes N. ® '•�� 10 Saboal(120SIrgleliung Vlrry161rgle Hung Window I -VW x64') ) No Yea tAy +3&35 ProtlrmlYdel. Nrrnbr Nam. Cammet.Exeiratbn hie oullskip No no= Raaid.nt Series 10120 Mnyl Fired Window (M'x50') 0711t1MJ024 NO Ye{ No +50s-90 H 8er1ep 10MJ0 S1rgle Hung wilr2027 Mnyl6ingle Hung Window (4B'x84`) 0811712027 Na Vr.. Me +35135 AIDa 1 of egg 0612211023 No Yea N. cc 12 a6 a*n10M2081re14Hung Nr38' ryl Single Hung WMW(. 72') 0811a12027 No Yes No +8F36 Peso 10 soon Singlo Hung W mdmr 88'xa0' Vinyl Nan4mpad single Hung Window +401.46 f NNN�N� 13 arue10V2081ng10 MUrg Nny181rgb Hung T4rin Compoalb(72'x 5&F) 06M312027 No Yes No +36135 2 Pass 10 Serl.e 81role HUMo Wodw 54'.W Vinyl MMImpeof single Hung Window 01540102029 No Yea No +45645 14 15 Sodas 101208irg10 HUrg rg erg Sales 100 Hog Is Hu Meryl Single Hung Twin Composite (86.5'x53r5`) 06120027 M Single Hun Turn Composite OSi1Tr2027 mil rg g poi ( No No Year yes No No +SS35 +40"0 a 4 Poor 10 Sense angle Hung Window Pais 108erles Single Hung Wool 34'.Or Vinyl Non-14pla Single Hung Who" 0810912023 36'. or Mnyl N-P p.dsingle Hung Window OW202023 NO No Yes Yea No +80Jso No +55r45 t' � 4g 'y 13- e- 16 Serir 10120 Slrgb Xurg Meryl Slrgls Nung Twin Cgmp.alb(72•x 77; 0811b12027 'x77) No Yes No +40.40 3 PBIa YO Serka Single Hung Wnooa' b2.1A1'x 50•Mnyl Non -Impel Bask Hung Wmtlpw 10I1702029 No Vr No +8p13p cc 17 Series 101la1rglo Hung Mmyl Fixed WOh Singl. Hung Flamkws[108'x72') 101O6r2021 No Yea rb +30/30 CL FTJF112a&R7a Pratlwb Op amwkA� AOXMWLBLUU Aae mrd mx ua. 1001011 2190 > � � .Ala Product Model. Mumbr or Name Pradudhrdmion Cemtram E.eiution iris in gym OubM*HNR Real Wnt Pews ran Dy 1 150 senses orThrmsoioror Encompass orArenti High Periomlance 81rg1e Hung 190Boom wThermalarar Enpompra orAvanti Mgti Vlryl High Porbrmanoe 8Ingle HUrtg(42It7?) WM702QT Meryl X121 Porbmmnm Sing, XungTwln 06010027 No No Yea ye. No Ny 4ao-50 +50�-50 3 cc j= Per a&11Y) s Set 8 Boom o81rer4Hung 1�9.nY rTharmea4rer Eneompar orAvantl SMgY Hug Mnyl lrgl(72nx Mnyl aingl. Hung Triple Campmlb(109'.77) (BI16YJ027 NO Yes No +40'-40 4 1908erin r7nermaalsr *r Enitompasa orAwmd SM& Mryl Single Hung Triple Coapooae(10S'x5A5') 0612312027 No Yap No +3" Hung4®0 i7 Florida Departrnent of Business & Professional Regulation %pi of 1 Florida Departrnent of Business & Professional Regulation Page 1 of t Florida Department of Business & Professional Regulation Poso t pis Building Codes and Standards "0=2 Building Codes and Standards Brands Building Code and Standards ena2a22 Product Approval Application DOW Product Approral Application Detail ProductApproYsl Application Detail _ .. .. _ _ _. s , .x.� _. __. £r .._... _,. _...., .. � _ _. ., r�_.. , , �.. .: ..: �... :: 'c ,..:. ... 1 i::. . � ,. toss _ :,s,•, .'?rCW �� iA%k ErWbar 211111 ioft D bPond" DO. Cade Welliver 040 Dole 2414pold Dole Cado romw Del. oft 0.1. Panda case Tom riraian Yana6eturar Como Emineot&Lieema Upiwftw Br veliaabd 40-WIO FRCApprNN Aporarod a"m* TY8! Wraien kum.11 urar lematl Enalsow4inr. Valklawar wgrbd Sag!dtt6 FBC Approval .s g T .� Wreck. Woubetunr �m � Gs Engineer A firma W1w#w Dr wi AewM aub�' atl FBCAmrowl AwApprgrpll g"BI A4lrmatlon 2020 Pope C)MOM00n Joe Hayden Herds Window end Door James L Buckner, P-E. 0721 W2020 071142020 Up21=20 Appwed Allonn"on 2140 Pell. Corpardbn Joe Hayden Sandi We- W. Schaefer, P.E. T.E. Wnn, PE, LLC 07M 2020 071/412020 0712012020 Appmad Aaronson 2020 Polls Corpprwon Joe Hoyden Borxll Wlnd*weM Door James L Buckner, P.E. W14/2020 OTM412020 07(20(4020 Apyped coha n. Windows Rubraon Manu6dlUNrAssOolaflon CBUCHEnglneedrg C/tporr.Wmelo" Robinson PEIAI35 (561)82"445 Coll Enerlor Doan. Robinson ManuioaA+rerAespcletlon CHUCK Engineering 8.bcobgry. lrrnonbl allow M641) 82130W (1 1) 491Hoof BabCat.Sary:. Horlamod sudar (641) 62141ING 8ubcel.aarlF snrRngrxrlw DporAeeemalls (5411621-5098 (561)491^0Ba 0emplbno. Method: Cenllltelion Mark or Ustmg pellepmcludeppmwepe Crmpganr Ndhed: EwN.snn Report from a Pe-Wo odudapp-digp. Crmpgenea Mashed: CarMkntlon Mork or Ustmg peloprodrehppiwaldllpe Ile -Coo Floods Raglsparard Architect or a I-Wosed Florida Ila.corn I19.00m FUHifi14t7:Pmduate - iilVl Anere.ad err ga. AMa>UM FoLYam lmNlai 2290 a4 17.:'.Ptedunb Prof.nnl.nd F-,Samar " pLMa0144112 ... Pmimb LWIDLAY� Aeorard era Mae Anemones ffi.Ltl ' lmaiat lrlaalaD Awl Pndoo, Model. Nusbar a, Name PrdWADr 1kili Caatraat ES mratbn hb in SVH2 OubMo HVH2 ( Pressg[4 GWIMEAr rrtr AROWpoM Us. AsoM•ed k, Us► h. D"a Prduet Ydsl. Numbr or Name ProduesDoestiot rl CemmetE.eiratiso has bxyHz oullsMrHVui Roadott Prrrra 1 soles 10120 B114Mg mNow May! BlMhg YYndow(CX or M, T3-177xS0') 0012712023 No Yea No +30N0 ftgl Proud Nadel. Muslrair Memo Holimthmdrnlan foomat expiration DNo 1011 flutelds XVMZ PROINN" peonamri 1 Sams 1N20/2S SMIno Glese Dow NrrA 24Panel'CX'811dlrg Glass Door x W8 1100M021 No Yes No .211 - 2 Boost 10120 Sliding Vftlov Vinyl Having PArxlow (UX or XC, 73-1l2• x 36'1 03M1812023 No Yes No +v4,% 1 8e1se 10 811i log Wlndoe Series, 10 MmA Flanged Wig Windows OW2612081 No Yes N7 NIA 2 Sees 10,70125 Sliding Gloss Door Nnpl single Panel Fomd'U' Door(Sydolb, 34-16116' D3M 00022 No Yes. el. +25,35 a Sales 10i20 Sllding Whldoe MnySlidig VYndow(XCX, 10S'x SO') OW702023 No yes No +30130 x81-1Mr) 4 Series 100 Sliding Wow ind Meryl 8l di g Window (XUX, 108' x W) 0=702023 No Yes No +39139 8 4. Series 1012005Sliding Qlass Door Soles 10120125 Sliding Glees Door Varryl 241.1e1'CX' Slbing Glsr Door (rZ.41T) 10MV2021 Nryl Single Panel Fixed•C• Door (SW ae..47-IFex 0312&2(122 No Me Yr Yes No No +3" +251A W1@-) Fifaia#tE WeA,iiiib Quality Am Appr4red For Use Aser&,W For U.a boom Omi 8a�r S Proud III Mumbr at Nrre Prod dD eadogan CnrdrrkExeirakbn 0ob roll oubwoll $s3J�i iMreurr 1 Series 18D or Encompass orAve"Slkgng Ole" Door 'A yl 244s"I TX' S11dhg Glass Door (B&1MJ• x ®12412031 No Yea Me +2N-2S wire.) 2 Serb 1 M or Encompass orAwartl a Ming Gl.» Door Mrry1 singb Panel FIced -0- Door(Sldellie, 53.10 x (12nOMM No Yes. No +401-0 81+1w) a Stir 1S0 or Ercompove -k- 81.dAi g close no., Meryl 241-0'Cg• Sliding peas Door (77.82') OBi0512022 No yes No +WI 4 Banes 100 or Encompass orAwns 811diro Glass Door Mrrjl 8egle Panel IF Ked 43' Door (Srdeilte; 47-1UPx 02MV2032 No Yea Mo +2111 8b-1f2� FLM04114 Pmdoas mat Prdua Model, Number at Harm Prods Goidmran CemradSrelydbn Oda AMXV d ran Us, Aprrwld MHYFIZ oubMra For Ur HVNZ Imam Resistant Damon I'UYSQm 1 Sales, 100 or Erppmposs drArarl Sliding Glass Door Meryl 2-Fanol'CX' Sllegrg pose Door (88.la x IHMJN2081 No Yea No +251-25 8&112.) 2 8min 190or Encompass wAvaml 8llcmgGlass ..Door Vinyl Single Panel Form YJ'Door(SMellte; 3&la*. 02OW032 No Yoe No +4040 81-1Mr) S goose 150 W rocompsle erArens Slldag.Class poor 18ry12-Panel•CX' Slalma GlimDoor (17 a 821) OW412082 No Yes No +3&-W 4 Serve 1M or Enmmpor wAwmd Slldigg GUW Dow VW 5Ire Is Panel Fked'U'Ooor(Slmlm, 47.1M2•x 02OW032 No Yes No +254S 95.1M2') Cn (D Z Cn CC O CL 0 O L v O L �.� C6 m U Q O L W� zJ z J d. SHEET NO. March 6, 2023 PA 1.2 - - - - - -- '11111 11se :ti ,t.I All al II I',.:,.I i IrI I., I 1, , p1'li _- N L U Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals listed belave, CLICK HERF�. pdatap,23o2pz0 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to SST Istedbelovd, CLICK HERE. upaetea,2r3orzo20 Simpson Strong -Tie 2020 FBC Approved Products For Inks to SST listed below, CLICK HERE. upaataa123orza2o Simpson Strong -Tie 2020 FBC Approved Products Upaated,2l3ozo20 (�� p O .,, , aII approvals , ,. direct approvals ,.. For direct links toall85T approvals listed below, CLICK HERE. � LL aForaddldonallnTarmatla regarding Florida'sIarldas Statewide n F a e Product Approval System and Miami -Dade Count g_ g pp ys Notice of Acca lance NDA CGCK.HERE. y r p ( ), " Far adtlltiona Informs an r -ardor Florida's Statewide Product Approval System Miami Dade County t Tl eg , , g a pp ys aU y Notice f cca a tJ0 CGCK HERE. r o A .plant ( .�. Ill a i Ta ti re rtll laid s Stale Ida odu t A row IS to n h1am1 Dad C .Far add on I n ma an .gal ._rig F a w Pr c pp a ys, mad a aunty N d [ C K H dice Aceep once. (tJOA), G� ERE. u For atltltlonal Iniarmatlrm regarding Fldidas J3tatewlde Product Approval Sys[em. and Iv4aml-Dade County Notice of Acceptance{NOA). CLICK HERE. PL#2355-R7 FL#10446-R6 FL#1 D456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3- (� U 9/16" and heights ranging from 4-5116'to 11". Conceo flange (3) -0 ,V Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) avartablefor models having vvidth eqV or O O �i 1 Masonry (TTN-SS) Titan Stainless Steel Concrete &Mason Screw 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A351 A44 Angles 1 BT, BTB, BTH Brick Ties greater than3-9l16". = 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from lk" to 3- O 0- 3 APB44; AP544R, APV666, AP1366R, AP888, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9-114" to 16", C Q U _ FL#9589-R6 APVB44R, APV666; APVB66R, APV888, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3..83SDS, LGU5.25-SD8 Face -mount hangers '� y (a O 4 APDJT2-4, APDJT2R-4, APDJT2-6, APD Tr2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2 6: Outdoor Accents Deck Joist Ties 5 CTS218 Compression(fension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers d %O M O Sea # Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers '0 0 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610; APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3; HO, 117Z, H16, H16S, 1116-2, H16.25 Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-914- Q, � L 2 SD9112, SD9212, SDI 0112, S010212 Strong -Drive SD Connector Screw 6 APL4, API-6, APT4 APT8; APVL4; APVLG, APVT4, APVT5 Outdoor Accents L and T Beam -to -Column Ties 8 HG7-2, HGT-3; HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-1SA6" C3.C: go N 0 Co CL 3 SD911255, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R APLH25, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU525 SDS, MGU5.50-SDS, MGU5.e2-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434 SDCF22512: SDCF22614, SDCF22700, SDCF22858; SDCF221014, Strong -Drive SDCP Timber -OF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1,5, HSS2-2-SDS3; HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" a SDCF221134, SDCF221334„SDCF271958, SOCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15M6"'to 19-1/2". N cc x 5 SDCP22434, SDCP22512: SDCP22614, SDCP22700, SDCP22858; SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24; HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers Q �✓ SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI8KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL. SURD, SULC series hangers Skewed face -mount hangers. available in widths ranging fro 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9116" and heights ranging from 3-1116" to 13-3/4' 7 SD525112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FOS Framing Clips 15 LSTA9, LSTA12; LSTA45, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all d uble � SDS2550Q SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. $ 8 SDS25112SS, SDS252008S, SDS25212SS, SDS2530OSS. SDS25312SE Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"' to _ 0 d 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Dane SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap G" and heights ranging from 2.518"to 11-1/4", e6 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48; MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTAI2, MSTA15, MSTAIB, MiSTA21, MSTA24, MSTA3O, MSTA36; MSTA49 Straight Straps FL#10667-R6 ra 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4863, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, LS5O, LS7O, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 2 ATUD5, ATU06-2, A7UD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MT824C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30' 3 SP318-2, BPI 12, BPI/2-3, BP518-2, BP518-3, BP314, BIPBM-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ26RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2z12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNUV3/8; CNW112, CNW516, CNW3/4, CNWS/8-112, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWBI2, RCWD14 Wall Bracing 1/3" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD55, CTUDW, CTU075, CTUD76, CTUD77, CTUD67, CTUD88, 0TUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RP528 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML247, ML2627, ML28Z; ML21 OZ Angles 29 RSP4 Stud to Plate Connector 513" and heights ranging from 7-114" to 24". 6 N3, N4, 145, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in Widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B; RTUD5; RTUD8, RTU D7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 5/B" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLJ1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SSI.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW313 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18; ST22, ST292, ST2122, ST2115: ST2215, ST6215, ST8224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-117. 10 URS3 318" Uplift Rod Run Tiedown System 32 HST-3 Roof Tie -Down 34 TB20, TB271 TB30, TB36, TB42, T248, T1354, T056, T860 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42; RTC2-7, RTC44 Rigid Tie Connectors 35 TWBi0; TW612, 7WB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC: STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WEI0GC, WBI26, WB120C, WB143C Wall Bracing and heights ranging from 8-112" to 28"_ 35 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from I I" to 32". FL#10441-R5 1FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 If2" and heights ranging from 8" to 30", sea # Product Model. Number of Name Product Description sea X Product Model. Number or Name Product Describtion 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7W 1 OTT2 Hold-down Sag # Product Model- Num ber or Name Product Description 1 CBH2.37x5,5, CBH2 37x7.63, CBH2.37x9J5 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SD83, DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9116" and heights 718" and heights ranging from 7-1/2" to 32", 4 HOU2, HDU4, HDU5, HOU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from9.118" to23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS; HGU5.25-SDS, HGU5.50-SDS, HGU5,62-SDS, HGU7.MSDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8; LSTHDSRJ Strap -style hold-down 5 HHR02-2, HHR042, HHRC42-2; HHRC4/1.81, HHRC44, HHRC5.25J325, HHRC5.37r3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8"to 7- 9118" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 31B" and heights ranging from 5 6116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1 /8"to 9 PA18, PA23, PA26, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU2J3, LRU210: LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS. HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-1l8". 10 PAI18, PA123; PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable U Hanger HHGU9A0-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from /-9116"to 5- 11 9THD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2. HHUS28-2, HHUS210-2, HHUS46, HHUS48.. HHUS410, HHUS5-50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14, STHDI 4RJ Sti ep-style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/1 O version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA21 B-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 113" to 5-118" and heights ranging from 4-314' to 15-3M". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81122, THAl2.06122, THAI2,1122. THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318"to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers availabie'inwidths ranging from 1-9116" to 7- 14 THJA25, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26; HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.318" to 32' 15 THJM2-4-SDS3; THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUCseries hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/13" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19-1/4". Concealed flange 5/8" and heights ranging from 9-1/8" to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in Wdth of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5.31B" to 7-14'. 10 HU001.81/9-SDS, HUCOI.81111-SDS, HUCQ210-2-SDS, HUCQ210_�SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9116" and heights SDS, HU00410-SDS, HUCQ412SDS, HUCQ5.25/9-SDS, HUCQ5.25/11SDS, HUCQ610- ranging from9-3116" to SDS, HUC0512-SDS * Simpson Strong -Tie 2020 FBC Approved Products updated 12/ M020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12l3 M20 �` Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EM�Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30l2020 For direct links to all SST approvals listed below: CLICK HERE. For drect links to ell SST approvals listed belovr, CLICK HERE. Far d'uecf links to e1155T approvals Isted belaa, CLICK HERE. For direct Inks to all SST approvals listed belae,. CLICK HERE .. xx d - F additional anal information regarding Florida's Statewide Product Approval System and Maori Dade County dice f Acce lance NO CLICK HERE. g g PP Ys Y N P p { A), " For additional inform 5o regarding Florida's Statewide Product Approval System an M i-Dade County Notice of Acceptance NOA CGCK HERE. a a n g 9 p pp ys d am ty p ( ), Far additional information regarding Florida's Statewide Product Approval tam an Marti -Dade County Notice of Acceptance NOA cUCK HERE, a g g pp Sys d au ty d p { ), « F information regarding St t � CGCK HERE tX additional iMarma. on agar g a ewlde Product Approval System and Miami -Dade County Notice of Acceptance (NOA), 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 EfLBV1.56, SILBVI.81, SILBV2.06, SILBV2.37, S1LBV2.56, S1LBV2.68. SiLBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-318" to 15-1/8". S/LBV3.56, SILBV3.62, SILBV4.06, SfLBV4.12, SILBV4.28, S/LBV4.75; S/LBV5.50 6 Strong -Bolt 2 (STB2,: STB2-48S,. STB2-6SS) Strong-Bot2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights sea # Product Model. Num ber or Name Product Description 19 S/LTT20, SIDTT2Z S/HTT14, -ITT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3118"te 13-If8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H. THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6S8) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HR56, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avaiable vvith hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210,3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Widths ranging from 5-114" to 5- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 716" and heights ranging from 9" to 32-1/2' 5 THGQ2SDS3, THGQ3-SD54:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SOS6 Joist Hanger 24 TDD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in welths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Tien HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24". 7HD50234RH, THDIO212RH) 26 PF, PFS, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-318" to 7-118". FL#11473-RS FL#13904-RS 27 28 RR WP series hangars Ridge rafter connector Top flange hangers available in +roidths ranging from 1-9116" to 7- Sea if Product Medal. Number or Name Product Descrrptian Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" b7 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG; CCTQMS.50-SDSG, CCCQM3.62SD8G, CCCOM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H163, H16-2, HI6-2S Hurricane Tie CCCQM550-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3 62G4(T, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT; ECCLLOMD5,5DG-KT, ECCLRQM03.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HI Masonry retrofit connectors KT, ECCLRQMDS 5OG-KT 4 Strong-Bolt2 (STB2) Strong -Bolt 2 Wedge Anchorfor masonry ♦� A ` W^' 1 2 ABA44, ABA44R, ABA46, ABA46R; ABA66; ABA68R ABU44, ABU44R, ASU46: ABU46R, ABU5.5, ABU5-6 ABU65, ABU66, ABU66R: ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETA/6, HHETA20, HHETA24, HHETA4D LGT2, LGT3-SDS2.5, LGT4-SDS3 Heavy Embedded Truss Anchor GirderTiedown 3 4 HGUM5.25, HGUM5>50, HGUM7.00, HGUM7.25, HGUM9.00 LGUM25-2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM28-3, LGUM28.4. LGUM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (THD-H4SS, THD-H6SS, THD-CSBSS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 W ABU88R, ABUI010 ABU11010R, ABU1212, AEU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW7-7 AC4, A04R, ACE4, AC6, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, METAIS, META20, META24, META40 MSTAM24, MSTAMX MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25 MBHA3.12/11.25, MBHA3.56f7.25, MBHA3.56f9.25, MBHA3.56/1125, MBHA3.56/11.88, MBHA3.56114, MBHA3.56116, MBHA3.58MB, MBHA5.5017.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchorfor concrete or masonry z 5 BC4, BC46, BC4R, BC6, BC6R, BCS. BCS2-2/4, BCS2-3l6 Post Cap 12 MTSM16, MTSM2Q HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50l9.25, MBHA5.50/11.25, MBHA5.50l11,88; MBHA5 50114, MBHA5.5OI16, 6 C044, CB46, C648 CB66, CB68 Embedded Column Base MBHA5.50/18 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SD52. CBS086-SDS2, CBS088-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.5611125, MBHU3.56111.85, MBHU3.56/14, MBHU3.56116, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1l4" to 9-1t2" and FL#11496-R5 MBHU3.55118, MBHU5.50/9.25, MSHU5.50111.25, M13HU5:50111.88, MSHU550/14, W2 ranging from 3-518" to 7.112" MISHU5.50116, MBHU5.50118 sea # Product Model. Num ber or Name Product Description CIO 0 9 CCQ-SDS2.5; ECCQ-SOS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.1/2" and Sea # Product Model- Number or Name Product Description 1 X3481016-5K; X1S1016, XI B1018.4K , XQ1S1016, XQI B1016.4K 010.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L_ W2 ranging from 3.518" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point 0 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowns FLM3975-R6 2 XLQ11471224XLQI 14B1 224-2K #12.24 Strong -Drive XL Large -Head Metal Salt -Drilling, Tapping CDL 11 EPB44A, EPB44, EP646, EP566 Embedded Post Base 3 HD36, HD5B, HD7B. HD9B Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sag # Product Model, Number or Name Product Description 3 XMO114S1224 XM0114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O \`\ 13 LCB44, LC566 Embedded Column Base 5 LTT19, LTT206, LTTI31 Light Tension Ties 1 SDW22300, SDW22338 SDW22438, SDW22458, SOW22600 SDW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 X011431224X011481224-2,5K. X114S1224, X011231224, XQ112B1224=2K #12-24 Strong -Drive X Metal Setf-Drilling, Tapping Screws with 4t5 L� 15 MPB447, MPB667, MPB88Z Moment Post Base 2 SDWO15450, SDWCISSDO Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, P646, P666, PB66R Embedded Post Base FL#13628-R5 3 SDWH1930OD6 SOWH19400DS, SDWH196008, SDWH19800DB, SOWH101000DB Strong -Drive SDWH TIMBER-HEXSorew 5 XU3481 016, XU3451016-5K #10-16 Strong-DnveXU Metal Self -Drilling, Tapping Screen with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH274000 SDWH27600G; SDWH27800G, SDWH271000G, 8DWH2712000 Strong -Dore SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sad # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS15312, SDWS16400 Strorg-Drive SOWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16, PC64-16, PC66-161 EP044-16 EPC46-10, EPC48-15, Post Cap 1 SB518x24, SB718x24, S31x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500;SDW522512, SDWS22600; Strong -Drive SDWSTIMBER Screw (Interior Grade) O EPC64-16, EPC66-16 2 SST616, SSTB20, SSTB24, SSTB28, SSTB34, SST636, SST816L, SSTB2OL, SSTB24L, SSTB Anchor Bohs SDWS22800, SDWS22900, SOWS221000, SDWS221100. SDWS221200: SDWS221500 FL#35320-RO - 20 PC4Z, PC4RZ, PCBZ, PCBRZ, P08Z, PC8RZ; EPC4Z, EPC4RZ, EPC6Z, EP06RZ: EPC8Z, Post Cap SSTB28L 7 SDWS22300D8, SDWS22400DB, SOWS22500DH: SDWS22600DH, SOWS228GODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model- Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312D98,. SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCS43.5; DSSCB46, DSSCII DSHS Bypass Framing Drift Strut Connector �11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SOWS2750OSS, SDWS276MSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 1`0843.5, FC845 5, FCB47.5: FCB49.5, FC8411.5 Bypass Framing Foxed -Clip Connector V'^� SDWS271000SS, SDWS2712COSS 3 FPHSD34S1015, FPHSD3481016, FPHSD3401016-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- V 5eg X Product Model Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10866-R5 I CMST12, CMST14 CMSTC16, C814, CS16, CS16; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SF04.25, SFCG25 Steel Framing Connector M 2 HRS6; HRSB, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24; FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC425;'LSSC6 26, SSC2.25, SSC4.25; SSC6.25, MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors ■ ■ sea # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48 MSTI60 MST172, SIMST27, SIMST37, SIMST48 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6 MSSC425KW MSSC625KW RCKW3, RCKW5.5, RCKW7'.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43 5, SCS45 5, SCS47 5, SC849,5, SCB4115, Ml MSOB47.5 Bypass Framing Slide -Clip Connector L 3 GH46-6 GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-5, G1166-8, GH68-6, GH68- 8, GH610-6, CH610-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, ST292, ST2122, ST2115. ST2215 LSUBH3.25, SUBH3-25, MSUBH3.25 Straps 33 mil (20 ga) Bridging Connector Sea # 1 Product Model. Number or Name AS 18, AS 1885; AS I SS6 Product Description 16 ga. Truss Plates 8 9 SCS32-5197, SCS62-5/97: SCS62-5/118, 5CS82-51118 SCW3.25, SCW5 5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector ` 1 4 GLB5A, GLB513, 01-65C, GLBSD, GLB7A, GLB7B, GLB7C, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors L 5 GLB7512, GSLT612, GLBT516, GSLT616, GLBTS20, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224: ST9, ST12, STIR, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HST-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MS7C78; ST6236 Straps 68 mil (14 ga) Screws W 8 UFP105DS3 UniversaI Foundation Plate 11 MTS12, MTS16, MTS18, MTS20: MTS30, MTS24C, M7S30C Medium Twist Straps 13 XQ1S1016, XQi81016-4K, X01S1214: X01B1214-3,5K, X078S1224, XQ78B1224-31K, 410-18, #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S161.56,S101,81, 8/82.06, S/82.371 S1132.56, S1B2.68, S/B3,12, S/B3.56, S/63.62, S/B4.06; Top Flange Joist Hangers FL#15730-R4 X011461224; X0114131224-2,5K, XQ112S1224, XQ112B1224-2K, X3461016-51<1 X1 S1016. X1 B1016-4K, XiS1214, X181214-3.5K Tapping Screws 13 S184.12, SIB4.28, S/64.75, $/135.50 SIBA2.1218, S/BA2.12/10; S1BA2.12112, SISA2.12l14, S/BA4.18l8, SJ'BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J S/BA4.18112, S/BA4.1W14 1 Er -HP Adhesive Anchorfor concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP; GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, SIHD8B, STHDI OS. S/HDIOS, SIHOf5S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SIHDU4, S1HDU6 S1HDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA; PECLOPA, PTRHA3, PTRHA4 --I 17 SJJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchorfor concrete a SHEET NO. March 6, 2023 PA 1 3 ■ I - 111- 1 I - - J L.F -I i i r rl 1 i Obd-+ , iiii,, ill IT r MIAM� ML4=-DADEC0UN7Y PGT ludustiies, lnr� PGT Industries, Inc, FRODUCTICONTROL SECTION' PG T hftstrie s. lyc, 1190-5 SUF 26 Suea�, Room 208 N0110E Of AC CEPTAN C-T - E VIDENCE SUB MITTED NOT ICE 0YACCEPTAINCE: E N,_IDE.NLCE Sr, RMITTED BE P -4, R TWN T 0 F KE Gla A T ORY A�N I E, C 0 N 0 W C R E S DVK C X 5'aU X) Mimr, Flo6h, 33175-2474 'r(736)315-25N NOTICE OF ACCEPTANCE: EVIDENCE SUBAIII-TED iri.4RD A_ND c oD F. Anm masTRA TioN i) ry isio?q YC7W!15-3599 0 T I C E 0 F A C CE PT AN' CE 0A) 1. Evidence submitted under previous NOA D, QUAL117Y, ASSURANCE (N,_ A. DRAUTNIGS B. TESTS (IcontinqeA) 1, Miami DadeDepa:rtmentofRegulatory and Ezmomic Resources,0LER)_ qrl �s , PIGTIndwa*s, Inc. 1.0176 Technolo&y Drive. 1- Mainifac urees'die drawings and sections. 5� Test report, an 1) Air IiifilirationTw, per FBC, TAS 2012-94 e North Venk*. YL -1427i; 0'ribivifted under.N0A Na. 1"107 04) 2) Uniform. Static, Air Pie&swe Testr per FBC, TAS, 202-94 E. MATERIAL CERTMCATIONS SCOPE. 2- I)mw-�mgNe.,-N-M--5.r%70.0,titk-d"VinylSlid:Eg_gGlas-sDoorNOAaW, s1wets I 3)VTater Resistance Test, per FBC. TAS 202-94. �_�% heff ,00' 1. Notice ofAcceptance.No. 15452814 is mied tokTision Extnasion Limited for t I " �4 -Z� % Tbi-.NOA is beingissued-un4er the applicabkmles and riepplations goveming the use through 21 of 2 1. prepared ky nmufacturer� dated 110,05115TI, with revision A dated 4) Imp Missile ln4mct Test p&r F.BC_ TAS 201-94 `White RW PVC Exterior Extrusions- for Windows and Dours'__ dated 08,11,4A 5. documentation submitted -has been reviewed and accepted byMiami-Dade CountyRER -FroductControl Sectionto 0*05t17� signed arid sealed: by X LyunMfllff� PX_ 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 ogiiing on 09130,,119. be-wo iumamiDadc�'Coustymw QtherareasAhare allowe4by!Le Am&otir y Hmmg JwWkt�m (AM, 6) Foxed Enffy Ttst, X FBC_ TAS 202-94 r 2 Notice of Acceptance No- 1&0920�08 issued toNision F-ttruSin Limited, fortheir TkisNOAshallnotbevalidafter the expiration date statedbelow,The Mmini-DadeCounty Product Control SecfKa B. TESTS, along vathmarked-up drawings and uistallation diagram of vinyl sliding. glass door� prepared 1060 Tan 20-1 and lighter Shades (Non-Mldte) Rigid PVC Exterior Extummiqioli for Gy-0 t W (In NfiaxniDade County) an&oitheAHJ (in afeas.otherthanNfiamiDade-Conwy) reserve the figlitto have this L Test report on 1) Uniform Static Air Prema-c Test. per FRC,'IAS'2Cr2,-.04 by Fenestration Testing Lab7 Inc-, Test Rqmd No� FTL 8_349. dated I VO&I 5, signed and 'Windows and Doors-T dated 1108/1 6� oTiring on 12429,127 1--0- product of material besteA,fiorqudi"-amtra=epurposes- if thisproduct orinmerialfails to'peilbtmin the accepted 12) Large ML%de Impact Test per sealed by I dalinis Ortega, P, L (Yest report revised on 12-1A il 5 and 0 2111,11 j�) I 3- N, otice of A cceptance No � 1-54-52&,15 ismed to Vision F-mrusion LiKnit ed, for their 'Ir manner theinameacturez Will incurthe expense of'such testiag and the AlUmayimwediatelyrev ake, ino dify 7 or 1) Cyclic Wind Pressum Loading per FBC_ TAS:203-'94 6_ Test report on 1) Air Infilhatioa Test, per W,LkS 202-94 "Brow n, Coated (Painted oi- Landriat-ed) W-hiteRigid PV- CExtei ior Extrusions ,suspend the use of such product " material within their jumdiction� RER reserves the tight to revoke this along *ithinarked-up drawinp and instaMation diag= of vin34 sliding door, prepared 2' ) Unifoma StaticAir Pressure, Test. per FBC. T AS 202-94 WWdows and Doors7., dated 08/1 3A 5, expi m�g on- 09304, 9- accieptance, if it is determined bvAlianii-Da& County Product Control Section that this Prod wrtor material, fails to by Fenestration Testing Lab, Inc, Test Re port -No- Fn 8,1117, dated 12-107115, *ned and 3) W aler Resistance Test, per FBC, TAS 202-94 4, 'Notice of Acceptance No- 16-07 12.021 issued to ENERGI Fenestration Soh-dions USA, Uleelt i&,e requirements of the applicable buildiagcode. This product is�approvedas; describedheseinandhas been designed to coMP4, with.1he Flmida Buil&a� CadL sealed by Idalaids Oftega, P_ E_ (Tea report revised on 0215il 6 and 021244 0) 4) Large Missile ImpactTest: per FBC, TAS,201-94 Inc. for their "TANI 3040 and Lighter Shades i�Non-White) Rigid IPVC Exterior gg including the migh Velocity Hurricane Zotbe- '94 Test mort on 1) Air Infiltration Tes;t . per FBC -, TAS -2 W, 5) Cyclic Wind Presswe Loadingper FBC TAS 203-94 - Exbmsious for"Indows -and Dom s,dated 09115116 expiring'on. 02AW2 L - DESCPJM0 NP: Stries Vinyl 15'31i� Gla ss Door f Rtinfarced) w4o 9,01 & 135" tornevs-L-VJ. 2) Unifom Static Air Pressure Testz per FBC, TAS 207-94 gong withmarked-up draw-ings and installatim diagram of imyl sliding glass. door prepared 5. Notice of Acceptance No. 1"712.04 imsued to ENERGI Fenestration Solutions USA, AITROVALDOIC 'L7 NEENT. Drawing No. -21MD-5570A Rev R, titled "Vinyl Sliding Glass Door NOA shee% 3) Water Resistance Test, per FBC. TAS 21022-94- 1 -201 Lab, Test Rt oAFTL85 _datedl.M4115, by Fenegiration Testing Inc port X 52 med and k -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Inc forth&' - 4) Large Mimi pact� Test per FBC, TASI -94 delmr sealed by Idalruis Ortega, P. E_ (rest n-poitrevised on 02211 -5,2010) Extrusions forWindows and Doorsdated 0915116 ucpiiing on 041161210- I dirzug and List revised on 0210 112 L signed and sealed ky �,h 21 of 217 preparedbyinanufacmier. dated I 0,1105dI 5 i 5) Cychc Wind Pressure Loading M FB C_ TAS 203 - 7. Test report on 1) UniformStatic Air Pressure Test-, per FBC_ TAS 202-94 6- Notice of Acceptance No - 16-0712.03 issued to ENER631 Fenestration Solutions USA, A. Lym Nlillef, RE_ beariu, N of g, the Nfianii-Dade withthe otice 6) Forced Entry Test, per FBC,. TAS 202-94 22) Large Missile Iniqpact, Tint per FB C, TA S 201-94 -f -Wltite Rigid PVC Exterior ]Extrusions for Windowsand Doors' dated In;- or their Acceptancenumberandexpirstion date b�, the lNfia=Dade Cmulfty 11raduct CGjatrd Section., along . withmarked-up drawings andinst2litiM diagram ofivinyl sliding g" door- prepared 3) Cyclic Wind Premne: Loadingper FBC, TAS 203-94 0911Q'17, expit*. on.01,218118. N-11S.SnXIMPACT R_kTrl �G. La rge and Small Miss ile Impac t Resist a nt byFmcanticta Testing Lab, Inc, Test Report-No.."FTL 8-5-46-4ated 11/019157 -signed and. - along with marked -up drawings and ins:tallation diag granii of vfiiyl, sliding glass door, prepared 7. Test reports No(s). 10- W,2-7"�, A), 10-06-MO52 7, 53575M9, p STME-84� er A. Lfimitations. I - See tabk- 1(sheet 2�) aW tablie 2 �sheet �) for applicable SGD unit sizm design pressures, reinf breements typesr se;aled by Tdahnis Ortega, R R. (IW reportwvrised on QU04�16 and U2,111)21016) by Fenestraticn, Testing Lab- Inc., Test Report No. IFTL 6638 (&iml3les A-1 dffu A-22), dated ASTM1929 and ASTNE"35. issued by EXOVA toNisionExtrusion for cellulosic glasstypes., silldser(see tablesE-1 & B-Isheets 7-8) audawhor-laycutsbEeftrequiremaauzm 11 thrii.M_ 1 Test, f eportt m, 1) Air Infilttatiou Test, per FBC, TAS 20'.1-94 11/19.110, signed and sealed byJorgeA_ Caum, R E. (Submkied undet_,YO�4- X& 11- coi�rposite material, 2. Ri gid White F�X, Tan (Non -white) Rigid PVC andBrom coated RAimed,3flaminated) white Rk_md PVC to be 2) Unifoon Static Air Pressure Test, per FBC,'TAS 20N04 610,7.04) (SubntWd under.,VO-4 N6. 11-0167 04) labe,k-dperie.fwe,vicedN'OA�--reqi*ements- 3) Water Resistance Test'. per FBC, TAS 202-94 9 Testreporton 1) Air IffiltrationTest. per, FBC- TAS 202-94 8- Notice ofAcceptance No. 14-0916,11 issued toKuraral, America., Inc. for their I Eggress opecable. do= must camplywith min clearwidth of heightperFBICregalrementas applicable- 4) Large Missfle.hqp2a Test per FBC,, TAS 20144 2) Uniform Static Air Pressure Test, perf�Bc, TA-S �02-94 "Sentry GlasZ, (Clear and N�Iite) InverhyeC', ccpiring on 07104/18. 4. Pocket wells under separati-,approval. to be re,,iewedbyBuilding official, 5) Cyche Vkrtud Presame Loading per FBC, TAS'2,03-94 3) Water Resistance. Test, per FBC, TAS 202-94- 9- Notice ofAcceptance No. 1 &1117%01 issued to K:urmy America, Inc.. f6r their L,ABELI NO: Each unit shall'bear a pemianeut label writh the wana&c ft-u&.s U21ne or logO. city. state -and series and 6) For wd Entry Test- per FBC 7 TAS 202-94 4) Large Nifissile Impact Test per FBC, TAS 20144 "Trasifall 1-1tracleAr, Clear and Color n7B Iaterlayers7, expiring,= 07*8,19. following statemmmA.'Miami-Dade Counly.ProdwtConvol-Approve&-',,nDftd herein- gliss door along %Tkith marked -up drawingsand installation diagramof vmyl sliding pepwd 5) C19clic V�rmd Pressure1oadingper FBC, TAS 203-94 RENEWALLDf thisNOA.s;hallbe considered after a reuewg applicahm has been filedand thembasbeenna by FeriestTation TestingLab, Im, Test ReportNe _FTL 8547,dated ln4115, signed and 6)Forced Entry Test, per FB C_ TAS 202-94 F. STATEMEINTS chaw appheable building code uegatrvrely affectin ge in the _g thepeifbrmance ofthis product sealed by Idahuis Ortega, P.. E., (lest -report revised on, 0211,516) along with marked -up drawings and installation diagram of -L-W sliding glass door, prepared Editio 1 � Statement-letta ofconformance with FBC-, Pk Edition (2.014) and FBC-60, it TERA,jrs'.AIIONof this NOAwill ocvz after -the expiraticn date or if the* has been a re,.isim or change Ja the 4- Test report on. 1) AirInfiltration, Test, per FBC- MkS 21P2,04 -TL 63 by Fenestration Testing Lab, Inc-, Test Report No_1E - 37 (&mnpk-* A- I thru A-5), dated (2017� issued byaimffacturer, dated 0&1+17� signed & sealed by LynnMiflm P�E_ materials, use-,. an&or w=ufacture of the product orprocess. Mismw ofthis INOA, ofan yproduct, 2) Uniform Static Air Pre,%%m Tes� per FBC_ IAS 202,94 A.. C 1 21,06A 0, signed and sealed by Jorg -auso, R E. (Subm Mi4 under A`0_4 JYm 11 - 2- St at em ew lett er o f no fmancial intere st. 4at ed 04/1 &f 17- iss wd by niamffact u rer, sigued got aiiy,oflwrpuqx;%esshal1 autonmtic allytermiza* this NO,-k- Failure to coup�_ with any tot sales� a&rettisin y 3) Water- Resistance Test, per FB,,C, TAS 202-94 0107.09) sealed by Lynn Md PE section . of, this N OA shA b e cause for termizatim anA remov�l o fNCA. 4) Ixg, Mssik. Impad Test pff FBC, TA S 1-0 1-94 3. Letterof 1�b compliarice, part of the above test reports. ADIT-RTISEAU-N-T.- The NOA number precededby theurords Manii-Dade Cain�r Rorda, and fol"red. by the 5)C_ychc-Wmd Pressure LoadiWpef.FBCTAS203-94 C. CALCITLA-HONS 4� RE K Test Proposal Nlo� 17 -03 9 7 d at e d 05,�O -5 17, signed by I shaq C1 mid- a, P. E ex&aticm date maybe displaye�din adtwusing literature. Ifanyporhonof theNOAisdisplayed, then it, aliall, be 6) Forced Entry Test- per FBC, TAS 202-94 and L Anchor verification calculations structural m*sis complying with FBC-1014, done in its enfirety� along with maiked-up drawmp and installation diagrain of -vinyl sliding glass dook- prepared prepared by PG'T. dated 1109/1 5and last mised on 02,115116- signed and sealed by G. OTHER LN-STECTION7. A copy ofthis entireNOA.shall, beprovi&dto theustrby-the nimifacturerorits distributors and by Fenestration Testing Lab- Inc_ Test Report No. FTL 8-548- dated 12-40445, signed and, AnthenyL Miter. PE. (SubmhYed, nmderJY0AJ Xv. 13L1216.01). 1, Notice Acceptance No. 1 5-1210wff, issued to PGT Industries. forth& ens of 'S he �.hallb,e available *Yrinspectiaft'attheJob sne atthe Tequzwt of the Buildin g Officia sealed byIdalmis0rtegzP.E.. (Ilest rqxntrevis�ed oaOL04-A,6 amdO22)11116). -ith- , I"NIE-1300-09- 2. Glazing complies w AS 55570)1777 0" Vinyl S expffmg 11ding Glass Door (Reinforced) - LJM1" on &4/1.4,021- ThisiNOA revises &renen-,;N-,OA#20-0429.05 andcon%ists, of thispage I andevidencepages E-L E-27 E-3t E-4, - t-1 LIA 1, 7 /vl E-5&E-6asnrellasa proval document numfioned abovie- p likirl 1� Ca"2, F.E. Ishaq L Chands,:Pl, The m*mutted docuarniation was revie% ed by Ishaq I Clanda, Pl� product Colla-61 Uuh, Sdpuvisor, Product Control Unit superviscir Froduc t Control Unit Supervisor _NvoA NO-k No� 11-024-&,433 N70A No. 11 -0 2 G.; A 3 �ExpirationDatet April 14,"G26 April 14, "Olt ExpirationDate,- April 14.2 1-6 Expiration Dirt. April 14, �026 Approval Date-Marck Approval lhte-, NU rc'h US, 20! 1, Appro,�al Dintei A-farvii IS, n.'11 Approra Date. MArch Z-5, 21011 4- -2 F -3 PGT ][ndustries, Inc. CGI 11'Judo w- s a rid D ov i -s. Inc. PGT Indusirles, Ine. NOTICE OF ACCETTANCE: EVIDENCE SUB11ITTED N-OTICE OF ACCEPTAINCE: 1X7MENCE SUB-WITED NOTICE OF ACCEPTANCE: ENIDENCE, S 2. Evidence Submitted under previoitssubuittal E. KATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Sulaer Suacer,Standard compbingg withASTM C51 8 1hermal ConductiVity A. DRA""Tl Q'GS 0-891 BTU-ial hr.-ft'L-F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygm-Pus, AS -MI E A. DRAMILNGS 1. Drawing No.MD-5570.0 Rev-B, titled -Vinyl -Slid* Glass Dom NTOA ald), sheets 2190 I_G_ Durablity-No Fog -Pass. fSu-bmrftmW underpredwisN70A.Mo. 15-84499-0$) 1. Drawing No- AID-5570.0 Rev B, titled -Vinyl Sliding Glass; Door NOA (LMT, sheets I I through 21 of 2 L pimpared by nimuf2cturer., dated IMS/1 5 and last revised, m through 21 o f 2 1, prepared by mararfacturef, d at ed 10/0 5A 5 a ad last rev, ised on 0 2/01,12 1 04;22,20, signed and sealed by A- Lynn Miller- P_E_ �6, Quanex Part Durase comVbring, with ASIM C518. I'heimal ConductiAty 1'M) BTU-ini s*ed and seated by A- Lynn.Millm RE. hr_-W�-T, ASTM F 1249 14YM-Pan-, ASIM D 14,34 Argon, Perrueanoe�P;;iw ASTM., E Note- 1his, revision zollsistsreplacement of same ffisting installation serew with flat head- B. TESTS 211.8-0 I.G_,DurabilityNo Fog,,. AS_M4 E 546 Dew Point Dev-d-opuznt -20'T in 48-hrs- 1. Test reports on: 1) Air Infiltration. Test, per FBC, T-A-S 202-94 (Submilled under X10-4.Na. 15440ROS). 22) Unifom Static Air Pressure Test, Loading perFBC, TAS 202-94 7- Vision F-xfmskw- Ltd- Parts comptying Arith PVC-AANIA 303-13� Volunt-my'S'pecificatioti B. TESTS 3) Water Resistance T est, per F BC. TAS 202-94 for Fugid Pol v%ivyl ClIonde (PVQ FxtetwT Ltd.-VEX-1 by 4) Large Missile Impact Test per FBC, TAS 201-94 AAIMA Ymestrntion Exterior Profile Catification, hvgr= (SuAntifted under JN`0 4 Xo 15- .5) Cyclic Wind PressureLoadingper FBC, TAS 203-94 J C. CALCII LATIONS along with marked -up drawings and instillation diagrainof aHu PGT Thdustr ki&� Inc 8- Vision EVnL46w, Ltd- Parts complyin _g with PVC-AAMA 30343. N onF_ representative units listed below and. tested to qualify Dowsil 791 and Dowsil, 983 silicones, D, QUALITY ASSILTRANCT prepared by Fenest-ation Testing Labmtory, Inc., Test Reports No - 9., PVC-AANIA 303-13, Voluntary Specification, for Rigid Polyviwyl Chloride (PVC) Exterior FTL-7897, P1GT PW5520 PVC FbLed Window (imit 6 in, proposal), dated 0,0,03114 Profiles for Vision Extru&_ons, Ltd.-VEX-1 by AANJA Fenestration Exteii-of Profile 1. Miarni-Dade Departinent of Regulatory and Economic- Resources qtM)_ FTL-20-2107,L PGT SGD780 Alumimm Sliding Glass Door (unit 7 in pmposal) FTL-20- Cer tifitcation Program 210-7.2, PGT CA740 Ab= Outswing, Casement Window (unit, 8 in proposai) FTL-20- ILO. 'Natice of Acceptance No.. 1&12177,14 issued to Energi Fenestration Sohition, USA,Iw, - for E, NViTERLILL CERTIFICATIONS 210,73, PGT P1%77Q0A Aluminum Fbmd Window (unk, 9, in proposal) and IFTL-21�2167.4. ther �Tan 3040 &'light shade (non -white) White Rigid PV C Exterior -Extrusions for L Notice, -of Acceptance No. 19-0305.02 issued tG Kurat ayAmerica, lac�. for tlx�r PGT PW76220A Aluminum Fixed Witidow (unit 10 in proposal) dated 0 711312,10. all signed Windows and Doors-, expiring on 022Y04/21. "Tronfoig Ultraclear, Cleaj, and Color PVB Glass Intertavers- expiring on 07j0V24_ and sealed b Y Idalmis Ortega, P_E_ "Fenes 11- Notice ofAcceptance No- 1"11221.02 iued to Energi --ttation. Solntim USA, Inc, for Notice- ofAcceptance No. 17-0808.02 issued toKuraray America, Inc. for their their seties "White Rigid PVC Exteri" Exttitsious for Windows imd.Doei-s", expiring on "Senti-3-Glast (Clear and'"Ue) Glass Inteflaymi'_ expiring on 0710+23- C. CALCULATION'S OrD28,123- 3- N"tice. ofAcceptance No- 184106.10 issued to V ision Exttusidns Limited for their "Browu L Anchor verification calculations and stiurtml an.*sm, couptring -with FBC 7* ll NToticr of Acceptance No- IM-41,101.03 i&suedto Energi Fenestration Solution, USA, Inc- for Coated (7 akted or Laminated) White Rigid PY C ExteriorExtrudons; for W indows Edition. (7202�), dated 94021-j-20, prepared by manufalchn-er, signed and sealed by thar -Bronx# & light -shade cap coated N11ite- Rigid PVC Exterior Extrusions for and, Do6r5-- expinag on, 09130!24� ArrthonyLynnlMer, P.E_ Windovs and Doors"- eV-iring on (9/1625- 4- Notice ofAcceptance, No- 18-1106.111 issued to Vision Extrusions Lmiited fat their serift 1 Glazing complies withASTIM E 1300-04, -09, -12 and -16. 4AT I , 000 Tan 202 and lighter shades (Nou-NN-1hita) Rigid Cellular FVC Exterior D. QU, ALITY AS S ITKX-N, CE F. ST.A:TE3kEENT S Extmsions; for Windows- and Doors-1 espiring on 1,21,29,Q 1. Miami -Dade Depamuent of Regulatory and Economic Resources OUR), L Statenient letter of conformance to FBC 7,1 Edition (2020), dated 0422P20, issued by manufacturer,, signed and sealed byAmhony Lynn P1,_ F, ST ATENW-YrS, E. MATERLJiL CERT111CATIONS I Statement letter of no financial interest and of independent, issued by manufacntrer, dated I_ Statement letter of couftniance to, YBC 71 Edition (1020), dated 0%,21, issued by L NoticeofAcceptanceNo. 19-030,5.02 issued to Kuraray America, Inc. fortheir 04,118020, gigned, and sealed'by Anthotiy Lynn -.Nwff� Pa in =4acturer; signed and seaW'by Anthony Lynn MjlkT. � RE "Tro,461*, Ultra -dear, Clear, and Color PVB Glass'lnterlayers�-, empiring on. _Aed 11 Pth-ate Labelingg Agreement dociiment bctween PGT, dated 0330J15 and �sir y all 1. Private Labeling Agreement dated 010&121 b6weeti PGT Indusftiv& Inc. and CGI involved parfies, Uhndows and Doors Inc_ sugned by Dean Tvi Ruark, P.E., V,P. Fmgineering. on behalf of 1 Notice of Acctptance No. 17-090:9.02 issued to Kuraray America,, Inc. for their both coup anies '.5,entryGlast, (Clear and White) Glass, In4itivens"_ eXpmg on 07104J23., G. OTHERS 1 Notice, of Acceptance -No. 19-11 OCIO issued to Vision Extrusiom Limited for their 1. TbisNOAre--.isesNO.-i*1,7-0420.06 . (PVT wirGI) and updatesto YBC2020 (71k Edition), G. OTHERS -Brown Coated (Painted or 'Laminated) '%like Rigid PVC Exterior Extritsions expiring WIPLI- I-, Mis N OA revises & renewsINQU -1 a -0 42. 9.05, (PLA w/CG4j expiring ft fl *26. , for Windows and Doors", expiring on 0-030,24- RER Test proposals 9194151-5 dated OV10i2o approved by Ishaql. Chanda, RE. expffmg 1. The cmient associated PLA CGI f ile #2114105, 01, onnq� 04VIV26, 4, 'Notice of Acceptance No- 18-110,611 issued to Vision Emliusions Litnited for their ser ies "VE 100 Tan 202 and fig&ter shades (Non-JI-Ibiw) Ripd Cellular PVC Exterior Extrusions forWindowsand Doors", e_xpirmg on 11,129421- IshaiiI CimadA' RE Fkoduct Contrc& Unit Supervisor Unft Superviwr Product Control Unit Sup#rTisor 1�vq- NNS. U-4105.01 ANOA No.21-810R.03 Expiration Date. J�prill.4,20261 Expiration D, ate- April 14�. 1-026 'Expiration Nte. April 14,202-0 Ipproval Da w 111arell 2S, 1021 Approval 10.11 Dat*- xfarch 1S, 2021 F4 March 6, 2023 _4� (D (1) C_ U) > 0 C)- 0 0 (n 0 -= ja 0 2 C 0 a) 0 .0 -4.— M U_ 4— 0 > Cn .— Cn -0 a) Cn E " 2 0�. .0 U) Z Z W mi Cn co > 0 > L CL 0 CL 0 =3 a 0 L_ 0- a) U) M < -0 0 CLO LU Z Z SHEET NO. PA 1.4. -1 1 �I_ __1 7-TI, h1v _11� Pf, �[ I IIA9� IN � Vfl 1`1 � 1141 A !fL�. 1 :11, '1 1 , :1 1 1 +a (3) Q) I U) —Cu 0 > 0 MIAMI- MIAMI-DADE COUNTY (D L_ a _0 CL 2 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC W o -0 a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C - BOARD AND CODE ADMINISTRATION DfVISION Miami, Florida 33175-2474 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -6-0 Q) 0)0 -1., 40 U) CU - NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy NOTICE (D -0 0 CU CA 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.6 0 0-0-0 (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS cgg V7 0 c- Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of I, I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of C..� CIA 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Detai s' ShAt I 5� ca �P4 s .0 Li- — prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E-, dated March 24, 2003 and Drawing No. . CL. ],dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6' &1 co It-; C) CU 0 > U) -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 Safie Load Tables" , sheets I 6 4 all Lintel Safe Load Tables", sheets I through 3 qf 3, last revision dated 0 4, all -99* E (D 2 (D 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 dated 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -. . " prepared, signed and scaled by Craig Parrino, P. E., on 08119114. 'X U) " i CL U) Co 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 40 C)- CU = , < U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS I:e_ 3; (AHJ). I. Test report onflexural testing on 4" 6" & 12' Precast Concrete Lintels Filled and None. 4'.0 1. W Cn 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 B. TESTS CO C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. L Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.2 6, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. C, Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting. Environment, and Regulatory Affairs. 2. Cale ulations for Cast -Crete Lintels, dated 0512 9103, 14 0 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. RE, signed and sealed by Craig Parrino, PX. E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. L None. DESCRIPTION: (Cast -Crete) 411,611 & 1211 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 Manual for 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" & 12" 2002. L Letter Cast -Crete Corporation, dated February 03, 201Z 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 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320,09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING- Large and Small Missile Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade County Department ofRegulatory and Economic Resources (RER), 1. None• the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By 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 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and dL1 E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. hrl,Section Supervisor elmy A. Makar, P.E., M.S. eliny A. Makar, P.E., M.S. Pro Praduet Control Section Supervisor Product Control Section Supervisor JLMmMMADE d_� NOA No. 20-0630.15 NOA No. 20-0630.15 N A o. - NOA No. 20-0630.15 ,2UNT-Y �FMUMYJVJ� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date, 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date- 08120/2020 Approval Date: 08/2012020 Pagel E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS l. None. 1. None, B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), L By Miami -Dade County Department of Regulatory and Economic Resources (PER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1, None, F. OTHER F. OTHER U) 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- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0_ LT4612, titled "Cast -Crete 4 "1 6" & 12 " Lintel Safe Load Tables", sheets 1 O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -6--o revision dated June 12, 2014„ all signed and sealed by Craig Parrino,P.E., on 0 January 22, 2019. =3 _0 B. TESTS 0 1. None, L_ CL C. CALCULATIONS 1. None. (1) C/) D. QUALITY ASSURANCE M L By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O Lu C>Relmy A. Makar, P.E., M.S. C,/ Hetruy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date. 09/11/2023 Expiration Date: 09111/2023 < Approval Dates 08/2012020 Approval Date, 08/20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 I 111 11 1uAMN t' iA 11 11 ALU IWF�U I i: & d Ah" I X. 4.1 1 1 t I lu 1 1, tl - - - C_ Z COIN\, TILLIT TESTING & ENGINEERING COMPANY _ - __ I YVATTER A TlLLfr, JR., P.E. yf_�tc xcmi k! L "'AT 1-L CA Li.-N. W06-,R, PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT $US -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: alobaLPmJqdWn FrodugalL . C 4800 S.W. 6 1 Street Davie, Flarida33314 L. PURPOSE OF EVALUATItON, This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Globall Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 11 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED; 2.1. PRODUCT EVALUATION_D0QUMEWT(P.E,D.)w Drawing No. 20-176, tted "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 20 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07i28/2020. This drawing is an integral part o Evaluation Report. 'ItI1140,11s,", 0 rQifl ii-_ "! IN ..". ,,,,, 0, ,.. " /,,'� -, . __ __ - '.., ,,,\13 I'. . " - I- I- -.- . , .�Ms ,_ � - � . .1 " 1. S . - 1,10�� . - I- - ___ ." 167 � = �� ,� = *. "... I . . I .1 , , , :A ___ � �'. 11 . = " , I � I S�'o I A .. 51" . ti� -� �Opl '. 1. * . 11�.Wrl�-_� "I,_." 6355 MW 36th Street, Suite 305, Mimi, Flatiodit 3,1166 - Phone: (305) 871-1530 - - / 0 ' ','I, � Q110"ItNtHit" PRODU PEYAkI1ATLQN2E_P9XfNU_1Q4n3&Q1 2 21-TWEST-REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 0=911996, #96-570 dated 09/1811996. #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and 9 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated Dy Edmuncici Largaospada, P,E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2-1STRUCTURAL ENGINEERINQ CALCAILATK�.W' On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on raflonal and comparative analysis, and in accordance with section 1616 of the Florida Building Code, Calculations prepared by Tilteco, Inc., dated 11103108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P-E. 3. MISISILE IMPMI RESISTANCE. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. MND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D�), drawing No. 20-176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3thru 7. 10 thru 21), 23,24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum reparation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. I` 'N" 1.1111-.11 _11* 0 ,�_ .. L�� w, ,,�� ..`,,,\r,EN&e`,,.-, . I - __� �� F�,, -_ '. '-::T��!7�� _.-441157 '. I 1, I __- ____ __ 1* 77,/4_-�i-4J,?;,-_, * __ ! GENERAL N ! 19 3) IN CASE THAT PRECAST SJONE, OR PRECAST CONCRETE PANELS, STUCCU OR WOW BOARDS BE POU40 ON TkL O" E98 20 ffrEEL STORAd aw= EXISTING WALL, ANNORS SHALL BE LONG D40UGM TO REACH TOE MAIN STRUMRE BEHIND SUCH PANELS ' STORM PANEL 5HOWN ON THIS PRODUCT EVALUATION DOCUMENT IP CO ) "AS UMN VERIFIED FOR COM,PLIAACE �N ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 6,2)� ACCORDANCE WITH THE 7020 (71Y, EDITION) OF THE FICIRIDA SUJUDING CODE (C) lq-D*Tjbr,A=--iwN,.-WLQM,01&m-!,.-�=..MK,; DES ON WIND LOADS $FALL BE CETER RED AS PER SECY ON 1620 OF THE ASUVE MENTIONED COOE, - 1/4-0 TAPCON ANCHORS, AS 404UFACTURED BY I TV BUNA)EX, INC ' "I FOR A WIND SPEED A� RCWRCO BY THE JURISDICTION WHERE THESE SHUTTERS W41 SEE INSTALLED AND ,- - #54 10 PANELMATE FCMAUE 10 AND PANEUMATE PLV5 ANCHOPS� AS MAMUFACTURED W ELCO CONSTRUCTION PRODUCTS IT FOR A DIRECTORALffy KA CR Kd-0,85. USING ASCL 7-16 AND SAM! NOT EXCUO IIHE MAXIMUM (A,S 0 ) - ,/A'# LAO SCREWS PC ' N.D,S. DESIGN PRESSURE RATINGS INDrATM ON SHEETS 7 THIRD 12, 1.� IS, 16. T2 4, 20, - 7/wO � 5/8' WOOD BUSH". A!,' OYSTINBUTO By ALL FIGHT SCREW, SOLT & SPECIAL,, M_ IN ORDER, M VOI� THE ABOVE. CONDITION. ULTIMAIE DES414 WIND LOADS OVI'MMINED PER ASCE 7-TI, C 1; MINIMUM THOICADED PENEIRRAYRON INIO WOOD OF TAPGON ANCHORS SHALL Gt 1 112� ANG 2* MR EYCO PANCEMARE PLUS $HAU- BE FIRST REDUCED 1'. A:S-D QMCN WHO LOADS By MILEPPLIOW, THEM By 0,6 44 ORDER To AND PANELARAE FEMMS A). COMPARE THESE W1 MAY (A�") DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 RNW 17, 14, 15, 16, 10 & 70 IN ORDER 10 YERiFY 71HAT, AW*�_ r1N THIS P E D AS D WERE NOT CA" STRESSED, A M NORICASE IN ALLOWABLE C�2) MAXIMUM THREADED PENCYPAPON OF LAG SCREW. NIO THE WOOD FRAME LIMIT SMALL BE I 412- No rMREADED W PENEDIVIAN 114M `tUCCO SHAL. BE CONSIDERED AS PART OF THE REQUft-0 THREADED PENETRATION I STRCS� FOR WIND LOADS WAS NOT ISM IN NFR ANALYSIS FASTENERS SPACING 10 WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH WO.S. 2DIa, C 3) MINIMUM ED% DISTANCE OF UIC SCREWS, INTO WOOD SHALL HE AS CNOLCA ME IN THIS DRAWING STORM PANTUS ADEOUAC-t FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORE,WE Wilk SECTION 1626 OF THE ABOVE MENI iONED CODE AS PER HURRICANE ENGINEERING & TIESIND INC REPORTS 96-569. 96-570 A 96-T30 AND C-0 MINIMUM PENETRATION OF WOOD HUSHING SHALL BE 5/8' 1/4' 0-20 SCREWS USED SHAU. RE 1 1/2' LONG MINIMUM rENESTRADDA, TESTING LAO INC. REPORTS 12032 & 0212C . AS PROTOCOLS TAS-20T. TAS-202 AND TAS-203 SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS WITH NO STUtCO AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORI #0219.01-09, AS PER -,AS 201, TAS 20Y AND TAS n3 STANDARDS C 5) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUNC) ON THE EXISTING 2 ALL ALUMINUM. EXTRUSIONS tO BE 6063-T6 ALLOY AND TEUPLA (UNLESS OTHERWISE NOTED), S WALL. ANCHORS SHIA- BE LOK ENOUGH To REACH TkE MAN STRIUCTLIRC HERNE, SUCH PANELS HE SHEET 2 ANCHORAGE SHAU. BE AS UP19ONEO IN C. 1) � C 2) III C 1) I ALL ALUMINUM SHEIT METAL USED AT CLOS,RES SHALL HAVE 3105-H74 ALLOY. (0) ANCHORS SHALL HE INSTALLED FOLLOWING ALL OF THE RPCOMMfNDAOONS AND SPECIFICATIONS OF THE ANCH(IR'S AAAN)FACTURER 4 ALL STEEL SHEET METAL PANELS SHALL HAVY' 1,RUCTLIRAL QUALITY VUL -ST. A-W GRADE AD NI'MMUM. G-SQ CA,LVANIZIED STEEL CIESIPMATION W/CY- 565 I,al IAFTER RCALLI_�D), U PANELS WAY ALSO BE INSTALLED HORIZONIALLY JOLLOWINC, INSTALLATION DETAILS S-40WN ON $YCYCN 3 THROUGH He (SHEETS 4 ]HIMCH 6) EXCEPT THA,T HEADERSCM&CD SHALL NOY RE USED 5 ALL SCREWS TO BE -STAINLESS STEEL "A ON 315 AIS SERIES OR CORROSION RESt>"AW COMED CARBON STEEL AS PER CAN 50015 W/ 50 A,Ii YIELD STREW;ill AKE 90 taf TENSILE STRENGTH A SHAU. COMPLY W/ F1,QRIDA BUILDING CODE 4 1 91ALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERMY THE SOLMONESS OF THE STRUCTURE WHERE SHUTTER IS TO BE SECTION 2.11 31�A A17AC14ED TO YNSURF PROPER ANCHORAGE THIS SHUTTER SHALL ONLY HE ATTACHED TO CONCRElL SLOCK OR. WOW FRAME f3thLUNG51. 6 BOLTS TO RE ASYM A-30? GALVUQ?EC STEEL, OR AJSI 304 SERIES SIAINI.-VES STEEL� WITH J6 1,* MURMUR ".CLD STRENGTH 10. EACH REGULAR STORM PANEL WOrk LENGTHS OVER H--ET THROLICH I2'-,I,-, AS PER SECTAORtS 6. 0. 9 & 10 AND ALTERNATIVES SW, I ANC,HORS TO WALL RIALL, ,Be AS FOLLOWS, 9. & HOW ON SHEETS t, 6 A, 12 RESPECTIVELY. ShAki HAVE A I.EGWILE AND READ14Y V156o MARKRIC INSTRUCTING DINNER Or, IVNAA1 TO SECURE PANELS WITH APPUCQLE REINFORCEMENT DURING PrRIODS or HURRICANE. WARMW (A) tQ cEIrM_,f%WAED_MW.=, 11 THE INSTALLATION OQRTWTOR IS TO SEAL/CAULK A,k SHUrTIR COMPONENT EDGES WHICH RE014N IN C,?KTINUOUS �,'OIJTACI ARTH - 1/4-0 TAPCON ANCHORS AS MANUfACTORGO V1 IT W 6QYEDEX. WC (M,�, I'192 P.j) THE BUILDING TO PREVENT WND/RAIN YY4TRUr4QH - 1/4� 0 1 7/e� 47AIA-IN ANCHORS. AS MANOXACT)RED BY DEWALT INC, (MIN f'3000 P--) - i/A. - SOUI ANCHMS. AS CisrRIBUTED a, ALL POINt SCREW, OuLt . SPECIALTY ro 12 STORM PANEL INSTALLATION $HALL COMPLY WITH SPECS INDICATED IN THIS DRAWING ftb$ AITY SIOLIANG AND ZONING ROGULAPONS Y.�31.* (M,,� -3002 ,��.Q -ROVIDEO BY NE �URSEXXCII% WHERE PERMff IS APPLIED TO - J14-10 PANEoAAFT FEMALE 0 & FANELMATE PLUS ANCHORS. AS MARUFACTUFTED BY CLCO OCRISERLACTiGN "RooucfS, (MIN "..3350 P-) 13 (Q� THIS PRODUCT EVAUIATION, DOCUMENT (P,L0.) PREPARED V 1`11S ENGINEER IS GENERIC AND DOES NOT PROMDE INFORMAPON - (/4Ni CF TAR-CRIP fiNGHDRIS, AS "NUFACIURED Ov TRV-FAST CORPORATION (f'136N) P.."') FOR A SITE SKOOG PRCLfECT; - WHERE Th[ SITE CONUMONS DEVIATE FROM THE PE.D A 1) MINIMUM EMBEDMENT OF T� N ANCHORS INM POURED CONCRETE SHALL BE (t,) CONIRACI TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSIALLA7,10H WC,UDING UH SAFICV OF TIHIS PRODUCT 0 1 _�/4- 2' FOR FA4ELIAAI,F FINAlE BASED ONORNis PEZ, PIP Vo HUSHE DOES NOY UEVIATF FROM THE CONDITIONS DETAILED ON THIS DOCUMENT G AND PANIMIkTE PLUS AND I i/4' FOR OF TAP -GRIP ANCHORS CON'RUCTION SAFETY AT0SPE`Z!)S PIE CONTRACTOR'$ RE'SPONSIBliTY A�) CALK-64 & SOUD-SV ANCHORS SHALL BE EMBEDDED 7/8' NYO YHE POURM CONI 001 EMOEQUEA11 INTO (C 11 INS PRODUCT VALUATION DOCUMENT WILL BE tONSIPOEID INVAUD IF MODIFIED STUY 0 SK*LL BE POMITTtl) 1�rIl- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO ExIV� NO I' MINIMUM FOR WALLS WITH NO -TUCCO� AND MAY HE HEADOD SCREWS OR ALL THREADED SCREWS W/o HEAU, 051 STrEt `SPEC,rIC PIRCAIECTS SHAI,t BE PREPARED BrY A FLORIDA REGISTERED ENGINEER OR ARCHirtcr WkICH WILL BECOME THE BUY W� WING NUTS ENGINEER OF RECORD (E,0,IQ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF 14E F-ED. ENGINEER OF RECORD. ACING AS A DELEGATED ENONEEP TO THE A 3� IN CASE 1HA7 PRECAST STDRf_ PAYFCAS� CORCBM PANELS. PAVERS, STUCCO OR WOW BOARDS HE rCL.O 0. Tw P,EO FNGM�, SqQL SUBMIT TO THIS LATIO THE SOY SPECIFIC DRAWINGS FOR REVIEW EXISTINI; IiZC OR FLUOR A1W.ORS SHAU. BE (LOK F.NGVrH TO REACH -THE MAIN $TFUrY,URr BEHIND SUCH PANELS ANCHORAGE SHALL BE A' MENTIONED IN A 1) AND IN A,2) (0) THIS P11) 5NAU HEAR 114 DATE AND ORIGINAL SLAL AND SIORATURE OF NE OROFEI,�EYQNAL ENGINEER 01 ACCORD IHAT PREPARED IT (if) ��Hf I T W BUILITEX, NC� 14 SkUMP MANUFACTURER'S UIEW1 SHALL HE LOCATED ON A READVL� VISIBLE LOCATION AT STORM P 4UL SHUTTER IN ACCORDANCE WITH SECTION 17DQ.9,Z OF ROMEA 8UILrA4O GODE- ONE LABEL - 1/&' 0 , 71V CALK-01 ANCIVRS, AS MANUrACRIPED BY DEWALT INC (HIM T�15GO p) SAO * �VIkL BE PLACED FOR EVOWf OMMI LABEUMi TO COMPLY WIN SECTION 00992 OF -NE - I 14'0 A S/ SMYIO�-�M ANCEIORS,, AS DIST.RIBUTFIE, BY ALL POI� SCREW, BUtt 4 SPEG�ALrt Co, 4 , , ODOE "LORNIA BUILDING (MIN I.C.14W V.�.,, - 014- ,,, PANELMATE FEMALE 10 AND PANELMATJ PtUS ANCHORS. &S MAWFACTURED BY CI CONSTRUC-POW THIS ORAWING SHALL ON Y BE USED TO I , PRODUCT% iMIN, "'t-2071 PA') %t0%I0k0h0NiB, N BRYAN PERMITS IN THE STATE OF FLORJEA 1 - - ON 'e'W ,:,T14&,,. 1/4* 0 Cr tAP-MP ANCHORS, AS I0nVFACTVRFD BY TRV-FA5T GOR-DIRAP A I - �N 1� . . B 1) MINIMUM EMBEDMENT DL WCON ANCHOR5� ELC'Q PANELMATES M40 CC TAP-GlkP ANCHOR, WO IFF C .. . \C " rUORIDA BUILDII40 CODE tHigh Velocity Hwr 1come Zone) ' Koo, JNFY SHALL BE 1 1/4-, 1-1 '. I ' - i�m �O MIEW. IAC 20 PANEL ", I* .,. N GAGE GALVANIZED STEEL STORM I 1. Z —A' 4 167 -. = 8.2) MX-IN A, SOUD-SET ANCHORS SHALL BE LMH ED 71a' INTO YkIi CONCRETE Bi.00A� UNIT NO EMBOV I' r167� FED . = �----_ PERMITTE-D WTO STUCC`D�S1U`L_f_ BE 114- III_ 20 SCREWS USED SIIALL BE 3 T/2!- LONG MINIMUM S.Oua Sracco ,.2� nl,,m�- - / �,, GLOBAL PROTECTION PRODUCTS, LLC, "T/77" _ 1� OAM 1EI(St, I MMINIUM FOR WALLS WIY,I NO STUCCO ,AND r Dr - % �P`. STA' DF - __ J . , , C 0 INC *1 - SW. 11 STREET - 11 � �ti.ur iriivimc X 4moNEUM COMPANY ._ � �La'. 1%� 0"'.. -ZOR 0�, ... ,.�_gt,a t_= r AAkA - ---,. I— . . ..... -116 -, ii�,- .. A.4 2�n- -.::�- 2. ,,, .. ... , � _AI, 4 9 OFAWAR, -IF, .... �,,,,-,,- 8'"', --000071. � 'U", A 'VO DAR, I - i - i I I , ! . _" "I I`, 01. PC , I - . - I - - I ., . flu-, - ��1�111vi�_ FUT'MI, -_j 1 3 - - , I%GD ICTIA�ALVAIMN-RtROMI-ND-"-�t72LU 3 I MAJERI-AL.CHARACTERIST[CS AND -SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS —OFUSE- 7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D,), drawing No. 20-176 prepared by Titteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. T3. Product shall only be Installed into poured concrete, concrete block, and wood fra me structures. Product Evaluation Report prepared by Waiter A. Tillit Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 0,IH400491two -,,A1;jp, N, T1Q/&,. 101 11 1\ . � .....I., �� 11I , 0 ,I� - - . '14�-�� ,, �� .-' %�C,Elqs ".. 1. �� -1 -, ,& *. TS .- __ __ 4 .. 1. - , 1__.__U1__V_____ -U.44157 -. -S i�� '*= -.I'-;--,- S_*'i_______�-,* .. 5,I� . B - - " �'�O-iV� STATE OF .!,c5 / 11 I ., R1 ... , , , `-.1-` I M , 11 ON1,11111tio"10% WAT)LL D;II TILTECO ADMON RECORDS I P. E. REPORT-2C k GLO13AL PROTECTlOr4 PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PAII DRVVG # 20-176 k REPORTAE 20-07'28.01 /_�r_ X / I I Li ECO iv,itli TILLIT TESTING & ENGINEERING COMPANY WALURA. TILLIT, JR-, II.E. PRO iltec0@40I.Com ]DUCT EYALLJATION REPORT TY.EP U-NI, 441.67 FL, CA. U-No. D-013671 � REPORT NOI 20-G727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SU$-CATEGORY- Storm Panels PRODUCTNAME; ,24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products,J= 4800 S.W, 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter X TIllit, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 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 EdMon of the Florida Building Code, arid 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, FRODUCTEYALUATION DOCUMENT (PIE. .: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', � sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an integ&*r�410600,,ls , � I Evaluation Report. N.R',:�� - kz/ N. ,�, .o . ........... �, le" � - - ' 111 ,,:$,*V,,_ \r.EN "-� v ,7,�- . '�- 1--_-_��,__,;;Z-Z----_j,:_ -, 1 .. i - - �__-,,�- :- �--t-�� 67 I. 7,',_-,-,4,XAt,1, * �: * 6-3.55 N.W. 36th Street, Suite 305, Mistriii, Florida 33166 - Phone: (305) 871-f_"JV/E4A[36NsC-I 5m GULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - _ - - - I - - - I 1. - ts-10- (TOTAL War,H) -- --- - - - - - - - - - -.1 -_ I—- , - - - - - -- --- 13196- (TOTAL WIDTH) __ 11 - -.-- __ - I-,------- - -,-,- _ -, 12�560_ (EFFECTIVE WOTR) - '- - - _ __ -I � � II --,----- i . -1.3pp- - � I , " I _�__, F - ,T1--;-,, '- 6 1/4" L -- --- -- -.1- f-LAW-, 4 1 I /-�:tl--N I I � . __ L�Ifw �, �_2500` � �,,p� " I . --- , "_7N'1 " " *D � ,----- - ------ 1 _-, , - - -"6, , I 1 51- �.T_ � , " 1� , , I � - � " 'i , .- __1 � 62W�� - ,-- -1 I � � -- " -SW Dow MINE THICK r- 1,4w- _1� , - I 1, ;� ....... SITEL i , , . , <, -533 r 1 I"' - _C,�,\.�, , " , 1 - � 000 TYP _ �14��,X__; - I �11 65? WMANINED STEEL . I ASI 1 I It A-sR3 \ wm . , F / ZOOD " - 12 �f / � `% / 1 4 HST* _` 2 - � 2 1 1 Tlp� MI 17f`O` i KMMM ,�_ WV, U EDGE I , � %, I I - HEMMED , EDGE - - I, C A.0 \ , SO MON" N W mv� \,\ / / . - - - NEW I . I Da� Aj I ,_ -WAR, A I � 48Z \ ,` [ AAL A " ,. � I � OJT ------ I,---- ___ _ --------- -1 I -----qe L-I�AD`--J - - - - � - . I - I I I - - � I I __ __� �AQ- __ - - ----&2SO'---- - -T.3ED' T MRW PANEL 0 END STORM PANEL --- -2.137' -- : I _�_ 3r _,-,- � - I I I �2w, PlAA45L'S M LAP "I �"_ ��,, ", I , ?----------- ,-,---] W/ REMMIED EDGE! __ ", ,.- ; I � -100" R, 0. 1.250, - , � - �_ �=,_., - 2.iB7' - too' & a 125' I ,=. I -1 - ________) ��i � -----, I I .-I t _ .7,Io� , 1/4'920. '/4--20, '112�� 1125* , 30, SERIES 104 SERIES .75w- � SS STDC) RNSTED S.A. STUD Wwu - I I I TO A ROLE TO ANGLE , -, YA�i:,sr _:�_�> I __ , , , �'< , 1-1 - " A. _,� � , I 10.08- _,_____)� i /� / -_`��-7!�_-_ - 11 1 J75, - -� -, 293- 1293 ��z - - ".11, I - - I .093, 1 2.1 I 2 , , Cori I ISBU� � 12 t/�' 0.1. '12,12. aii�, EYE ---I -1100' SEE , '439' 039 t'Z ,_ __L_,_,y,�: ,�e - - Z ,0250 Z=_-_��' - �: - L AIL I � I BET I KTAIL ��_!�j / - ,7 , "mum - 11. I _�, - . sE -1 Ra 75 . - ) I " , 16 � Y . ..... I. I... .. I I . ;�;_�1!75. 1;S7i t" I _ _1 , I � � I i , I d/ . � ,. _-k�yE_j I_ � � � I- ,� _ _� �', � I - I -1 .-IS" / rult. O." -, . - - i �- - 1,5w, - I -1 _500.___a AMEMCLYIEW DEWL A / L-11-2,000"'K- P) L_�& - .OI-C, (3) 2 OW r _ ROUNOW CORNER 0 ENDS OF PANIEL'S X It END UP W/ HEMMED EDGE. - (1) Able IiEAQE (�) *ULMAM (�) AN= (R ANGLE WITH STUID 4 ANQLE W111:1 INJ S) 1� flEff= STUD I I - ___ WIRYES ! SEE , I - = - j�_J 1/1. A 2/1A 0.344� TWI, TOP EDCE �374 ' 09C - -37.' . __ .750'_ I ! : I I . 1 : i . : - - 4SID, OF PANEL ., Bat I I - " __ - i- L - I , � I!! '_ - F IAG'. '. 375,/ _?`A!. " : - i- r- I 11 671 - __ .625* 1 - , , I - -,-- DU zio_ I. � f' L - 7`B - I - ��_ I _* - - 1 �6f7 i - - �,, _- . ff20. 30, SER I Y"* _S STUD RNE`ITD TO I I M= * 12 1/2- 0 C � : . � "'. RME MR KID ----I , . 1�345 AD 0, �D 9632 3, � \ 8. % t I _500. 14- *--I '50. LOCATION AT � EVERY PANEL OVERLAP 711`57� r - W. .0m, � __R I 1 t ) f - __ '080* �- 1 _ _ _ _ I .064' . I - , . - I I 7.OW I I . 3 W. Y%, LONG - - � I (�) KEY IJOU WASHER _�__�_Iwl _� 06a: ___, O.Om' (Mu,.) 7-- -1 f GALVMLEED SREo. - , . ..... _11 - 1 ( 11 11 __ I I - , I � - ___ I -- 2,OW*--- (�) "E" MCK ANQLE .IA00 , 0, 1,01m,400,44% -) L ,�` V, 1% Tlj� AiI - " V- - ,- 81.16./ IPIV..�* V,rltfist I lk - _(TYP.) (R 3X "C IRAM (7) FLAT ft&UQ WITH STUD � � .37FIA . I -0 ." 0 f_�_ - t - ,_.! � " 2f ' " I ., I I- - . - No, 4416 �. � , 1 .375- -, I I I :11 J (_ " __,.�� =1 , * Z = *' . * E* 1E FL ORIDA BUILDING Coot (High Velocity Hu,rIcano Zone) __________F T I_ 4SO1 , ; _; -_ � _ , WnL 1003' -1 �� __ , I V, - AIV75- M, WANG MU; - QTZEC S -. S:$% STATE Of -',&F f , �*6c 44 - L.-I et ", 0 - V . . r4j lot - - nm MTMC� INC. , - - F, 20 GAGE GALVANIZED STEEL STORM PANEL OMWN or ____ 2.OW*- - - (Isj RE& I "_1 AT ,0 ,�., m - - , .e - �, , i6 �', - '§___'�,'n� .. ..�> PANE IN': <L, 11114 I I � mook0% ,,, -, 4tt / / IILIECO.7� GLOBAL PROTECTION PRODUCTS. LILC. 07"'A"' __L,�_ "KA) SWI 51 STREET (j) 2*XZ*X11A" ALUMINUM ANG A0104NATNELY USE "NO MIT *1OUT MONOLITHIC WASHO *1 ACORKWAL / , i � Tun - . _of;Af_ ocAW,_ " - - - - - - - - � - - AY- i - V-) - - - ORAI - I.QWL (154)AI XMT'j2NNWY16"7 20-176 . 7/eft:5/32' WASHER CSIANNALESS STEEL M WKEL PLAYED STEEL) � - A-E SCALIVORAIRAY/0"TE I .1 ��H, I= tr �� F.C. - , "110, - ORWYAR, - - 1- I I - I I I , I AREAT I OF N . . EiRoDuc.rryArL;ATjoNRu_aRTNo. 2II-III 2 22,TEBT RE P(2RT%- Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 ofthe Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330, Test reports prepared byAmedcan Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E, and Henry Hattem, P.E, and Report No- 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespacla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November-23, 2010, signed and sealed by Ju4c, E. Gonzalez, P.E. Tensilletest report No. 9CM-198 by OGMetallurgical, Inc., dated Match 13, 2009, signecland sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclorfano. P.E. as per ASTIM E-8, ERGINEERING CALCULATIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florlda Building Code. Calculallons prepared by Tilteco, Inc., dated 12/1 8110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTA - ,,_ NCE, Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-IR9 Standard and TAS 201 � ,k. W JND L - QMAREBAITAN-CL 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, I a thrul 16 and 1 8 of 18, of Product Evaluation Document (13,1E.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. 4W* V � tHUD"VEVA . 4- 5. INSTALLA�TION: 111- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E �9 v./ drawing No. 20-175. Minimum separation to glass shall be as indicate " 0 1= sheets 3, 6, 13, 14, 1 5, I 6 and 1 8 of I 8, of Product Evaluation Document (P.E-D.), drawing No. 20-175, �=_ .b- UJ C* , . " :S , W CL C., C f-MATERIALCHARACTEM11CS AND 6F!ECI.F IONS* TIONS* -S - CJ C, -t* Ca I, :W Shall be strictly in accordance with General Notes and Cc mponents I ' tedon onents, aled on � rED, _.: in � LL- a .Z; Cc sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), dr I , 0. ), drawl 0. = , - CN 20-175. W -C "., W C* Cc C14 - Z 3: - `U _111: Anchor specifications shall be as Indicated an sheet I of 1 8, f P d Uct �S! M.= as E = Evaluation Document (P,E.D.), drawing No. 20-175. :� ca C* -Z = ck: U := ,< - 3:41: cef -Z ZJLW1TA_TI0NaANQ__C�Q IONS_�US � , .* A.- .IJ ,2! co _= , CJ M = �,_�, .t_ CM i7 - CD - OR -!2 ZI, 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated ,,, S-- on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 a E prepared by Tilteccit Inc. and signed and sealed by Walter A. Tillit, Jr., RE, -3 G CA. Q 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �_= as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. T1111t, Jr_ P.E. (Florida License No. 44167), President of Tifteco. Inc, (Flodda CA-0006719). I, -R, .-:�,�-V, 0, ��,' , - , `� � -'* -' \CENO ,I � , - -7-.-! - , ,,_ g�,_ e -1 _ji� .� - - - 1. : ;,.4-_-7'__�1$"'17 1. ��7 _2A&i,,� - : WATlU_ " -1 � . � , AL PRIOn N S, L D:�TILTE,COAQlAOrIRECCRPSlP E.REPORT.20ICLab . �& , GALVANIZED STM STORM PANEL kDRWG#20-175�REPORT420-0727.0 , `.. OM , I',, . . - -C .". I 0 IN il�*, 1/4, 2/4� $/4, 4/4� 5/5, 7/5, +IW/10, 2W/10, 3W/1% 4W/10. 6/5 5W/110, 6W/11 & 7W/11 I 3, VAX - ANCHORB: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 __� MAX- - �1'1" MIN , __ - -, FOR WOOD SEE SECTIONS Ott SHEETS 10 & I I - - - __ , I Mw� � __ ___ - , I & -a- 0 , I 0 4 __ --------- � A-=- - D.M.,(�)� ""�, (�)+ 9 (--F--,--7 --- �-- ' __1__1_ 11-- I I � ---'I- -_ �� I � - __ , , - i I ::�--i- -,FT--- ------- -- __ , I � "I I __ ��/ , ' ' I - , I I '. I ; - I __ ,__L__,__+_ , -, , I (4)11a), @ 6; , 1, I � I i ,�—I —,, --T—i 1 1 I t I G)- 'K ! , I I I � 1 1 , i I I i I I " ,� ; I i i i : i i � I 1 I r I I � 1 ,1 I 1 f � �a I . I I � I 1 � I �� , , I i 1 � I I I I i I i 1 I I r i � , I � , i 1 I I I ! I 1 I I I 1 1 � I 1 1 I 1 I � i [ � � 1 I I i I I 1 � � . � 1 t 1 I 1, 1 I � I L , EG . I I , ; I I __ I I I i- - I - __ __ , . I � v I I - 1. , - - J_ -I I -, _J __ -I, _____ ___' __�, 't - - � - I - I -.1 _ L - L.- �, _1 J . � ., I -t . - I- - I i-I- - -T '--- T- - 7 � -- � -7-- �r--T - --r--- _� -_ -_ -TI'' � f- _� I - i !tf I ; 1 , I i t I . I , ! I f I 1 f 1 L_ I I . i � I I ,-�'� 1 1 [ _ -] , I - t I i _k4l �, � : I ; I I I . I I - . , i I I A i i i 1 , I, �� III, I 1 ,44 I I . ---! . I I � � -f -, i � z 1 ; I - - I - j 1 1 1 I I � I V00, � , , � . � . i ; 1 -I i I I I : � I I 6 I I I � I . i . I I I I . I I --t i � . I I I 1 I I i � I � . I i 5 I i I __ ; I 1 i igjj I _� I - - - - - - - - - - - - - - I I I 1 I 1 I � I ., _-, . WA15 YLIED P�.],LS !I 1 I t BOLTED PANELS W/ 1/40-20.1' 1 ! I I ; , i ; I 1 -- , , � ! ! 1 1 i . I,US. BOLT W/ ?/B' x j/,32- ;1 I i. !(SEE SECTIONS AS I 1 , I � �S.S. I , ! I i 1 , 7 1 1 I APPIUICASEE) ; 1 � � � WINGNUTS 0 EA. OVERLAP - � , 1: ; 1 1 � I ; I � (SEE SECTIONS AS APPLICABLE) 9 I i I � � I ! I 1 1 , j , , i t I I I . ; i � � � 1 , I I L-I - L ----: , 1 , J I- :, 1. , . - - __ , �'___ 1 _ - - 1 - _.- I , 1 �__ _I_ i - _ I � - J__. I I I � i -1 _1 I'� - - - - I - " 11 -, - 1-1 - �, __ T lf�ll - - _ - - - - - � I I i � � .1 � - T-T - - - T - . ED I _ I � I � � 1 , � I I I i ; I I � � � i i I � , ! I I � i , : I � i ; i I ! I � i � 1 I I 1 1 i . i i I I � I � � I � I � [ �, � I I i 1 i 1 � i � 1 � I i � � � I ; ; I I I i i I I � I 1 I I I I , 1 I I i 1 1 � , I i I , I I 1 1 , � I I ! I ! i - - � " , I I OI, - -, D. M,, @, @. 40 4 . - I � I --i , � 5 � � I " __ � - I __ i 1 1 -, _ Iq 14i --- ! 9 -1 � A�[, t-11 : ! 2 1 �& ] I, I jl& -0 j �g- I . . , (�)_ (�) I (�)+ @ I (�§)CH, i 7 1 0 !i4i .1 . t - I I ), MIN. I 3'm'x [.10,1/4, 2/4, 3/4, 4/4, 5/5. 7/5, -1, MIN � �_ ,_ - I IW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/ I 0. 6W/ 1 1 & 7W/11 I ____ - __ � _ _ -, ANCHORS. FOR CONCIETE SEE SCHEDULE ON SHEETS 8 & 9 - � ,. - _. , - -_ - � .- I FOP WOOD Sri SECTIONS ON SHEETS 10 & 11 ILS Cl- & f& ELEVATION NTS. 26r 1/-" M., GAP (WIL OARLAP -1vtof VALLE10 � . - .1-1 . I .-A "� ,___ � - — � , , r=\ /`M` I . �, 7�� ill Al M, ,/1. , MAY MALAY W t I V/1,11-.11 �74 W!"'. � . ': ....... I - CA) ..- Ens, ,��%._ FLORIDA WILDING CODE (High Velocity Hur come Zone)l , ____�_ I ]", - .1 " tofmt PLIFECAD. INC, F.P. 20 GAGE "LVANIZED STEEL STORM PANEL B, = No 4067 -. I MAIN : . otlall,moo SEQT1QN A-M *: * r-,:*1 I - - — __ "\ GLOBAL PROTECTION PRODUCTS, I.I.C. OAM NTS, - 11., Aft U` '. _1__ Z 11 LIE C 0 imc. MIOO 5A. 1i STIMET I' -. .�&� I — '0*�� D, � il� At 'L, =1 - I "! , 0, , w , -/, i. Cc T .1. , (,)M-7$4b. IIINC BA4RfMHsfs7 20-176 -k"-f'-� � ....... AOVIA*-,� - MAY, 'I,t i PWI I NAIL, - 4&/,If,. - 1-00711 !._1 - I - - - ORAAARG .: "111114.140irw TUNU.'aw - eA,RD1 A. TAX 4., PC I.Im 3 . , I - LK, I � i 1 " A I __ I - , .- I I - _+� a) 0 C_ Cn -0 —00 > a) r- -'--' -t-, = 2 2 _0 C 'a It i, C-) -Io a) -4- CL Cn - a) :t:f = a) = -0 CIO 070-0 M -= Cn = 0 = 0 0- —0 = �2 a) �i: M = 0 = ul.- III,- — M . .cn (D Cn " _40 " Q_ C- � M -0 "02 c . - _4219 U) C- < a 4 Z Z W mi _. __ I I - ____________ - -_ IN51ALLATION DETAILS FOR REGULAR PAN DO QLMIRES FOR INRIUMON IN MW MOM INUALLABON DETAILS EQR REQULAR Pil & A -A InQ E=TIIAG POURED %&i&ULJR QQb= I= QR WOOD INSIALLADON DETAILS F NELS01 & )AUD FOR WALAR. LIFE WM AM E-2 R" 2M EARL 5MM INIQ EXISTING - =,,0A,=AYr FEMALE 0, COMOR."t MeMORS �, 911,A v ZT- Wi, I ; -1 I ANCUORI FOR CONCRETE -SEE SCHEDULE ON SHEET 9 INTO EXISTING f!OURED CONCRETE OR C `-S CoNclerri: ANKHM I D, W-� (SEE I(II :�, . I � ME SCHEDULE ON SHEET 0 * 9) .= ." - - - _., (SIDE Y�u ON . 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ExtSTINa, POURED .1 W., _� I , I 's '. . � ��" I 11:1-0 � _,�' OAR, Into A, , 1 4 � - - - - - � I 11 ,.�,,;" I I I I L I REQUIRED - I CONCRETE BLOCK :� _/1 - �, . -1 : � WX I ,�. AEOUIRIED ,,-� - =41�.X= �_M 50% =5H I OF 'L' Ali 1002 I' M4,_ i. ,2,/2 I t REOURED ... I E " , �� - I - I � 0�_ � =P� I i Sax �x� i i I., F` I e- . -L-I ___ - I CONCRETE BUDCK I __ - I i -.1 I I - � .r Mo. ... L oA-@.lR I* 0 1 L'� 11 _. . '�' , I L" _�', . I � i '/2- - Exni POURED - E D, 1.� "', _ - I OF IL I _.NT , I I ,� , , n I __ ,.�_�"_'L ' f kW 4� �' , I 4L I i I : ; NW I OF 11-1 �E:7::-� 1* : I . , _ L '' I 1_��4 CONCRETE OR I ,�, i "I CASE C _11110-7 (D 03 I EXISTING FICURE r L'��, "I CONCRETE 1BOCA r k I 11, �, �r��11_ I - - -----I D - �- , � I CXGTTQC I , f I- ,li ., ,_ ,- -1,< I L I I NIAX ____ - - ANCHORS FDA CONCRETE SEE SCHEDULE ON SNEE_� 9 - - - , - . - i. "I - -- __ L" I SCALE 3/16.1, ; I I ' L � FOR WOW SEE SECTIONS ON SHEET 12 1 - CONCRETE -j3/.-- __w 0 REQUARIED � �E? I -I'. 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W (SM sciet (�) - - , L : __Sa� . I . , ",-,' AURAMM, 14" Wme 1, � LIE 7 I IC ��_ I I 11 , "i - - __ 1 i6.= :4 PLUS DO OF .P _ ____ __ L--h--- " , ' , I 4-i , , L, L, 1 L .1 ,�,.�, i I 0 '. I -1 � .� I I 1; rl,_7, " ==__ . A . � j I ',��_ CAUK-IN OR PANELMATIC �', --I-- ' - L , , I - � ,�, , �,_,� FA - W��2 I = __ ,� , , - , �,��-,�',��,�,`� ,,-- (MIT sclecI a" NYXoLmN Rl ;1 � OANI � I I : I I � " MIAV,Ef��U,175`ZA. I _, I I 2LII7� I < , - � 'I'll - - I., )/�' _"., S.5 BOLT -, ____ 1, -I CRAY MOLAF�-Lffial vALLEY) L ilHA U SPUDS 4 * 9) WALI : � - ,Md. WIND i M n OULLD fuT ALTERIJAM I MOUNTING 1�1 _��', F., 1'. I G . BUILD Oul hQUX111110 I I V W 1")I�.1,01_1,4'� "'� SECTION 2 � "'I"", IS10=5_5 A.M., Be"S "' �1, � I L.V I : �,�: / T - � , L_ _ � ��'____ - 'LLL I __ ,_, 11 . . - I 0 12 1/2' 0.11 I CONCRETE ANCHORS - __ __ _�� ) � - ORR: Saizixsu, 08 1 , - I I � CoNtRIVE. ANCHORS � SHEET 9) le lox. BAP ,a 0 0) - 'L -11 L - - I- " _ - I-— ____ - __ , ANNA &-= =1 i I I ,I�L"__� - SCALE .)/a- I' , � 11-C).4 O*M& P11 NIP? �15 I _k- PANEL OVU1UIP 6PVYA 4". / t ,/. I T i.0 "., SCALE 3/8-1 . SCALE 316-1 SORE 3A-I* uffiulft 14 WW GPDANO WINO Jt A "--" � I _ x , * : I s: CD, EDGE DrSrANCE _', I , 14,M0F,EVSmNG - IWWA ;AA 40 "04 STAGOEVID � U) ... L ... rINI lAN"'Ok" im SCHEDULE ON ; 0 -ISEE SCHEDULE ON . I * NEW I' WIDE , VARIES . 1/8' -L--(!') OR G .- - 7 U` ON -W SHEET 9) � 412 16 ,I = 1 - C � ING THIII AtUM, TUBE OR 1* t - � � I " C%�_ICINN) - GONEOL' INDM&IC OR _fw ONCRM OR SEIM tod .1 I . , 1) I � -i __ __-POSTING STUCCO/ P T WOW PLATE SPACER 'I alow BLOCK - - s"Wo"'W - SHEETS 6 & 9) I I _� WOOD HAND I -.1 I -L---PWM "OE"m AfQVM - - , W ,52Y�= OR REQUIRED �, ALAOL 1 - , I N, " ICU I 9 * NEW I' MOE . VARIES , '?, , I �) i I - I I 1/8' ,,_, L XTIONS� REQUIRED . : I I , ALUM, TUBE OR I' . VARIC5 DIRECT MPUHDNG 2RL9_AN0 RUL N rn , 0 " q OF SECTIONS; �` I 9amr NOTE FOR I P 7 WOOD PLATE SPACER �� I TOP & BOTTOM MCIUNTNGS CAN BE fUNTING I VAR'SAX, I I � BEHIND TRACK I IN51AUATION _ I , I , _ T i . if d� I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN !=ON 10 I 12 r.- oc ;� a ,,A001RNh,q, TOP & BOTTOM MOUNTINGS CAN BE 6 �: . CDNCRM ANCHORS ,-_ SECTION 8 SLOON 9 011 . i �, : , . , (SEE SCHEDULE ON 7 ,'. I INSTALLATION. SCALE 3/16-i- COMBINED IN ANY WAY TO SUIT ANY 1- , 1�11 i .. 11 SCALE 3/0- I' SCALE 3/8-1- -� ', . It", I I ACK M.px., - 1T, I qlI A. �/4�" ,,%. 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IL a : ' IM 1 1(2�.1111 CONCRETE BLOCK '14, � OR OVAM - - ., . , 20 GAGE GALVANIZED STEEL STOW PANEL -, Z : �i cOaRY MMO. ,,Kc 20 GAGE GALVANIZED STEEL STORM PANEL - < IAII sYX41IMUE --- �, A ..) ,c REQUIRED. -- , --- -EZ , -*. J- '44767 ; S ..m Turco, RIC 20 GAGE GALVANrZED STEEL STORM PANEL I- 3 IMEOLARED, I 149w,i Nc,,N`1 - .: No 441' . ORAWN BY, = OKAIN eyl 'E - , = = 67 �. s : .. = , - OAAIW 8P I Z =.= �� :*z SECTION X-X * : (__ Eb. - EDGE S *.' * - __K;;��_ F . - .* 4c<-, 1 - \ - O'STANTE Is .. �_, 6-,�" w/a/mo AI SHIMYS 4 THMOUCH 0) lt,�.% TP ____ - 0,,,. \ GLOBAL PROTECTION PRODUCTS. LLC. " X6 SCALE 3/a.,- IS �Cl .. - (E:_*��,:!�, � GLOBAL PROTEC '/0/2020 (SEE - DIST IN TOP & EBOITTOM MOLOMFICS CAN BE Z &+--- _____ PROTECTION PRODUCTS, U.C. mn , 11 . TION PRODUCTS, LLC. "I il, 5 EQ - %*- - - I.LiP, I -..---- _O�IDOLE ON -_ L - - GLOBAL . -1- 11�, - - r, -1 T M DAW_ RL 3s3'. OFMI i . COMPANY wt. m- M31. 20-176 gi J !INSTALLATION. -"L Z�:,-- ,-� F TILUT Trs�l A ENOWEEMING? �AAY LOO 0 R I . PIE—> � .2-. ILIECOiNc. \ AW A.W. $ STREE, SHEET 9) COMBINED IN ANY WAY TO SUff ANY il, 1� 11LIECOINC. CEILING AND %QO M UNTING � .. IL EC ,I;, /1 - _ W_ / QXX` ICY`, S, STROO M - - "'N . et -,,,;, 6� D000,11I-no, CAR cob a - 1. - 60AMAL . 01. "kiNW, OR4ROW-7645L FAA . _ NOW-' (IcHRADS-76.1k FAX 'Ass4IM-41M 20-176 0 - "OR S-W. 5 ARM R"WL EN SPACERS REQUIRM-AT-JALM %, O� -� puff TRW i tNoomm" in., ...... DRA53 ,O ._ , ,'.I NY_,NW L - CAN YN.- , "� " ' � APY st,a� -=-`.'," V,,',(,'NAL t -- - 'Al-'Ni _,:z&-Z fli� I ORAM" N, I 'Ily,,', st , -.1 A - I- DRAMM AM a om-amy �, ___��,___ � - VALE 318I �� PI,&e. 20-06 ACENI IQ SWO&M-MM � RIDII, 1446 a ..."To I _ _ _ < NINt -_-.-T-_------=_ M" W� � I - ! ,,,I �'��'r IWALWIR X TA.VT 0,- P.E . "' ,%1_1;1r!.1_.il , """"` I - , -1 "I - I - - - I WALTOP Z='A�, "YL __J ...... f�jjljl � � � �� i!!;J� c'�siII%"9DXAY-RtEaAYT ;A,M IN � "' ,U,,_,, � c" --,- WALTER ; WIT "I FIE, i . ..... �� 7 :!,� I � ____ �_ - faft-. UF, '#.J11a__ I f - !=In ,..J-- -,-- UM 1& It 44167 =-- - a _J a_ L I I - - - SHEET NO. SH 1.0 - _T T-r- T . I I I I i - I I - - __ - ___ - - - __ I : ____-F L 1: 1 JL 1 'L 1 " 1 1 '"; "" 11 LIMEJ ' ALIL �lflll "I' VIA01111MA";'A"I'lld"' - L,i I - w� I T-1 I I ; I ----- T_ I - I I I I - __ � I - 1.aN{ Ta•NCAflE AfKNDkI ICE sHW2T a r k /4'I , 1 6A�iryo 1 i 1'plllaFA caxc+4TE ! ' AaAaREm -_. tY xxwaa,E MCWaRsy - x�E ,A11]%AL a1 514ER e • P) �s SECTION 1 SCALE 3/8-1- WALL AND _,-a'..... FL_QR MQUNT INS ALLATIO FOR PANELS C� aA TIF r'eot+w) �- c A'_ 1 L ! , F C AM A KLE 1 Y. - I' lil'l-I i �tiw>�xJ When E i T i ----I---�; `. i� 11 1� 2 -.J.$) *rte. TaPwa/xt ,n. w x^ III 1 RAL, fill 1 4' 1" n4xtD �RLw Nx('AflEPALNP. / P NfY PAAfY w/a'-p' Wa. aAk¢ ` � "T"1 - I x `T`T' t-il`�'-•'�,.�"'r`^t^"r.-T pM r aeSlliN Na5'BWL Mltp � 1 -., yI ♦33O F.•a -Y2A aa.a. RR a[T•W. '��-• I A'Ax4ar yT5T4 aLYWJAAE 49A RIP i'NEA7 SixaAN PA.Ai. Ir K- PNIR f I` I I I L I I i unN - easx-m Aun � �W o�"u Aye Naaw ,T SRMPUL' Ox TN8 S.EM IT M 6/1" „vim ry coicifT, DA oic"t ATTtCB - 1 1' 1 i i 3I € f i i i I 1 1 1 OFSIWI NEE RANT -. 1 i•1 iM1U aW.,3 , ! _ - ---- a MTa. 2 F -T T- 1 77 T..r I + - 2 R'-r ) Nil , a_ AV WBI lams -Ts taws SStOn . 2 r TA Y� v 7 TWP T(XP A WnPM)�xjP » sJP. - 11 2 �I---Nm. NUNJWt 3PAti' M. Wtkt%nf BEPtmtaE.'. !1 � ti SPLIT ¢9 PA�I,ga Ei,EVATION E�11AY DN SECTION Y Y 5047E xf{•-,' rr � SCAti. T/C»a' Mg3^ygp SCALE if@"�..1 •. Ct1aE OF PL�En cA'�'L cb°RNan�ial) MULLION SCHEDULE Now, HULUON RECUIRED win. Yf_TEfF SPAN (Ft) ° TUBE mvulON `a S 4'-6' x' r 3' x i/$• A161gR5 i 11111,,, 5,&tn si W a' -a• Nre aAka IalyytO AP �`I ac"ns !�) Ott > {'-$' TO 3'-$' ✓" TO 8-10- T- -T2e n..A. s1Arr 4 - No. 44167 a 5*-IV TO 6-0" 2 x B w 1/B' s; ' ^ SM +N RATING LLELTTQ E'.XaSgN,SS,itLttT ORRNTED Not: MULLION CAN 74.50 BE $ISTAU.EO W/O STORM PANELS ON TOP OR BOROM SO THAT n 15 WCATEO AT TOP OR BOTTOM OF OPENING. (ONE PANED OPENWO Wr T',,BE TOP & BOTTOM) INSTALLATIQN DETAILS FOR REGULAR PANELS2 & .'1A INTO EXISTING WOOD STRUCTURES 1`wTY1 Oro] - S ra/2 h rW zaisw Fos At 'kR MwTAttp YHM£SwnbN 6ATeK WtaO IIa�. m NrpAT^ A{atD 1 .1 IAA >fa#es Y at A W/ axp LAN 1-^-^^ t 1 �i. 1 �A�•m A•. v4 taPsws • k• o.t. W. T'xM• N1, fwNrpea � casmw , 4'. Ia aneWa •4'ac w , Nr 1M1W N W W.rSiMt�a= i/3" 2 l `1R. rYTW UTMI: i JA iHtw142 P•'.'' m faMaA+ Nona x3Aw. jp _- NITMNR W anla sY.1, n ,K Aar) Aaa- a 3 -EA 6 Bs3J 6Ki • a1 az. > :'m Lap tavew. � ,p MAFIAa wpGN Wufv,W. _ _ w NNW NwrL-M1� J Ta'A W M wN , T^' 2 2 T lomRxM+PN6.. Naea,ri l 7 T ^ 12 ""gg / ! _ 9 r '. : •a � � •^-. {aAa !#' W7'AW4 WaM9 wf .:T Nx, ryry 7^ I. �:� �r { T a' t i AYq N4! w r� /I s1w • a t se 55 I. '. (i ±ae L E I 6 'Kp` 1- 1 i aoaa RNTu i+ yn. 1' • r I tan P'OC i v4 r L,A I dx i f I • f a n +tY S•.e i I Tofu a e• c._. _ _ � i 1 - Q � NI 0.Att P1 sti>mlU I I d 1 ._ ' i i INSTAL t WALL MOUNTING AMON '- ALTERNATIVE i 1 }' SCALE 1/4' >. 1': HI ---1. Waop aµW M IWAN 1atglBp- @UiLO-OUT MOUNTING � MmWKa 1{a�y� � y�yyyy�T ` •P'��P�1�"E'�}[� �{y( AP1dM'lALIIP.1 ION .Cf1�l ii737]FSIILLJk i AS nT11AT W:waa * A-.s II.MNW.tI i/ YpA w:T1f , ,7R• Na. „B,a.W,PPa;�n�•.,pA Al we,W1M ar 1AAR r Law.wMs a a• m..- _ .. _ a ,,.._,.. w�i„a' a�m+K„ _ .. a. _ . -.. ' .. ... SCALE: 7ft' � 9' J 1 CEILING dE FL__.. OOR MOUNTING YALIk ]FLOOR MOUNTi NO WAUt MOUNTING 1NSTTAILJMON - ALTERNATIVE AW jNSjALLAMONS - ALTERNATIVE-0 (SECTION AT TOP IS LIMITED TO M65,5-67.0 MAX, SCALL 1/4' a 1' 7AlLAT{Gj�=dtj tNATiYE INSA.S.D. DESIGN PRESSURE RATING) SCALE: Ile - 1' SCALE: I14' - 1' f 8 ae�a — era T—, __ � • uc pcs,m a a•... asv wro w was lLLIIFS: rt„e11�1T1r�� yt JrYY FLOOR MOUNTING INSTALLAMON ASeFCT1ON ON SCALE: T/4' - 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS h Q1�•"• UP TO 455.5, -72.0 P,S.:f, AND PANEL'S LENGTH UP TO W-B". `' GEN •,'i3 +y' FLORIDAFE LORIDA $ ILDING CODE (]Nigh Velocity NwrFicons Zone) 2• FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BSOUTHERN ^`1 PINE NO. 2• W/ SPECIFIC OENSIT"r OF 0.55 PR EQUAL. N0. P}'i67 42mm ° °' 20 GAGE GALVANIZED STEEL STORM PANEL - fYlAWxt 6Y: �11 �;c tIDiE FQR QMBPN170N DF s c : - _w GLOBAL PROTECTION PRODUCTS, U.C. �-Q'• ST Of.�..,./: .•.-.... ; TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WRY TO SUIT ANY �Y f' �% •• i 10 , 'y r R z� ��✓ '»i,FiS'S10 iiLlc, rrOlNc. s »%TEsnWa r f>raNLCRwa aauP4 owE n ww .. ]Nk a. m. za. vAm« waoa n A • +Rs4 - 7s4s s4 - 7 20-176 ' ,F>w. Cs yma' ale INSTALLATION. IAl E��S� t+*'--'• N•» 'tam, n,-�>TB t7mt e++-,m, t tt1 WATER TLLT P X Hl CONCRETE ANCHORS CONME ANCROPTS FOR CONCRETE ANCHORS: SEE SMEOVUE ON StREt 14. _ (SEE SCNEOULE DR (SEE SCHEDULE ON FOR wa60 SOME., SEE SECTION ON VIM I6 SHEET 14) y /' SHEET 14) (^ "". 1, 2, IW 15 - POURED caWca"t } I/4H 2/1, 2111 1/11 ar 4/4 1, 2 A iW/15 3 POURED CONCRETE RETHARED ;; I! i C I \ i f ' i I i ' I I I I �! Li__�.__ _. I_� ..I_:... ____.1...L 1. !_,__.._,.J_f,�Mi._x__. 1...,_..l_1 (� I - _ T T T T--, f T • T 1 i i sj• t f -� ) I t jj I I I I I 1 I _ i 1 SEi 9EHLE Dk ' SEE �' ,itNd TC TEPARAS'-0N 1 T4 ath''9 I I ? 1 I [ { I _ T { 'FAMFl) (WREMOR P.V81.)� (IMUt1Dft P&W.) £� i COLT iA�L) 1 f I SHEET Ta � ;t � SHIETf 14 bU� i LEND PN1E1.) F (4'IEAIgi 1 fl GUM -f// // fj �.� - fff a LVLT,Y ! ! 3 wyyCR}� Y & 1 fir•---)-WV+OHUT STUa a T2 Imo' o.c. bTW3 a 12 Inc. t I i I p I i 1{ 4/ I ,AAGHarE ' T 'AAf' E 1 / MRCYMN � 6 n S M CASE i - W akT / 3.- i Sv U s W s/CR 1 f 1 ` N r 51'EEONUIS e P I r � 1 I ` 3' Non. 4fJ_._1_._.,,1 �.-1. __ o• z EE x a I , o (scE Gn. f1r)P UJ $ w I I 4 I t I, l) I } I s i sx Dews Ir,4 to TFAkATE LOCATpµ (AT �'. I FJaD ) I t d � AILS tl�r PAWS) POURED CONCRFLL $/14) >M fANGRER �OCw WALL 4 lEGl11RfD 1 ! /4 4,2AA34as44 11.Z&1W/15 112&TW15 ALTERNATE ��IBELOW)PANEL . i.e. REGULAR PANELS W/ OR --- - --'- SAFETY PANEL —'-i •+ AREA W/ND In SAFETY PANELS � LOCATION OF LM1'E' !-•Y,+ ,, _. ___,.... _. W/O REGULAR TRACKS (SEE NOTE - - { (1'� CONCRETE ACs+ORS 77�.. _. .4 .' A s BELOW) r CAFE S{FEIY 5'FQRTO BE INSTALLED AS 'SEESC Gf HF.DU.LE ON !' 131GE I. OPENING S14ti1 ALwA W R H pAu oR S4s9 /� Jy /'� }■ xs iff PR RFA ANFNE 0 ION OR 1 T M, SIEfl 141 POURED COM:REIE--'"� jf Cut CLNOInak) INSTAL TO FACILITATE INSTALLATION IF IQO,CNTENUFA Cant. RED ! -..-, `.-. PANEU 1) 1 10 Be e15TAALEO OR REMOVED FROM INSDE f OF STRUCTURE sc (SEE Eoa SHEET 1.) --•--I G ELEVATION WALL ADllNTIN IA A N R M 1NC 7ALLATIOSCALE3 32'.t ' SEM0-1 SCALE' 3/8' x D" " ,SECTION 2 SCALE: 3/6' - I' - �.yr4- Alas. SAP '>•'''�T �' 1 * is * ,rA• ye, � tt GAP ! F F N l)FE SAFM STORM PANEL CAN BE LOCATED AS A END PANEL Ft OR - P Q (FIRST LAST ANEL ( ) i R AN INTER PANEL, ANY P LOCATION IN N 1 LI AS NOR F1 MlEI Ltl ,0 BETWEEN END PANELS). 8 T L. ( ((AA ppA1 ERNATE OOATION ; :8 LfFE 5AF£+9 PANELS MAY OR MA'f NOT BE INSTALLED ADJACENT TO REOUA4� PANELS 5s'& NafE , kt t7e1 PANEu. (W/ DR W/O REJGULAR TRACKS.) SEE NOTE 0 E Cf 2. CAFE SAFETY STOR),d PANEL CONSISTS OF 0039' GALVANIZED STEEL STORM PANEL AS SECTION B -G7 PER L`DMPONEM i SHEET 2 Of DRAWLNO, • SCALE 3/32"-i' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NVOE OF STRUCTURE. J. LIFE SAFETY ,PTAN¢1 REQUIRES TOP TRACK TO BE COMPONENT& BOTTOM TRACK To 4„a"`L`�p1HTILl%p'"tsY.. AS ,•).,..,, COM NMWTNTED `,jXY» C$jf BEPINSTALLED WALL OR FLOOR FOLLOWING 5!:.C'fNNvS i 2 ON TH,S SHEET, AS DErALS 2 ON SHEET yENS� '• ti WELL , & 14. �� ^+� ~ FLORIDA BUILDING CODE Nth Velocity Hu cone Zona 4. MIn. LENGTH FOR COMPONENT 5 IS". .. Z. µD' W2o2o T0. m. "e. ANCHOR SPACING FO C IPOZ (jD ANCHORAGE AT BOTTOM 6 GIVEN ON _ FP SCHEDULES I & 2. SHEET 1420 DACE GALVANIZED STEEL STORM PANEL bRWm rY: �'� COMPONENT Q) MAY BE PERMANENT OR REMOVABIi iAs� ' - 97 /°g12o P r GLOBAL PROTECTION PRODUCTS, LLC, , > SEE DETARS NOR INSTALLATION INTO WOOD FRAME RU,LDINGS ON SHEET 15- •SHD •, QRI _.__.._ � * INN. r, y" (f •1 {A00 sW 51 Smw 8. rOR SS TE'4TINd r GWtXEDR,No MPARY H'- w Axe... SEE S14M 4 OVAiL APPLICABLE TO THE NECESSITY FOR THE WS7AliAT:ON 4F • �„ 20-176 SPACERS AT TRACKS ,INSTALLED ADJACENT AND BEYOND 70 STUCCO/W(= SANDS. H77H ()NA W A4 /� 4-M. U iRi-,e,A�p ro.: -i'eaAi'y. Iy�A:. t9S,tj�F^•754s. FAK dR34)EaB-ma] aanr 7N Ri4asiiHS-.. ._..,-...,,_ op-iM Nt r. a,oermy OPA,NNa Nr' Pd 55M.JSGNAn1AEfAAIE. CA-0000714 :WAITER A jN Jr„ P.E arm Aw &HER t] OF 2a MAY,FyKUM A.M. QUIGN PRESSURE RATTING (}. 1.j AND ORRESPONDI MAXIMUM L� P.Al�ELa� MOn "L" S EDULE (VALID ONLY Poll_._ &M iiTALLATVNS AS PER SECIONS I THRU 10, ON SHEETS 4. 5 & 8) INN • 6D.� W! 1/A N-Nkl' s3. MS & iYPtc7:Mt A 4tfNOAP a MiMDI(mi OF PANE[. ORRESEONDIN US INUAWMS INIQ EXIST.INQ CONCRET ik �ON�im O K IZUCTURES (VAUO ONLY I" PANELS 1O& @ INSTALLATIONS AS PER SECTIONS 1 TNRU 7, ON SHEETS 4 & 9) Rl Y Ax1AT1HTN1 Atf/ $�• 4\GfN,"' FLORIDA BUILDING CODE (M h Velocity NUrrtcone Zane) • No, 4167 " o TCTP a. 20 GAGE GALVANIZED STEEL STORM PANELa FP ST OF #S •_ _' ©F•`• � / GLOBAL PROTECTION PROOUCtS. LLC, AIL �i ikC H: °7 CA " ijj�` '� b' `•' a„ ' t%+ft'"ry 777/ %. 'm sm. 51 snw sR T T T1Nh LHi1"RNE£RINb {91r,PANY ACNE. n. ]33Y4 Na A4 a. >ns, W A p%A7W. n sF:u ,MEN$ (2a4)R"-7s+5. u1• G s{)aaa-m7 Nwrs .Ups} +aT ux Nam.: T;WB) a?1-.eat, 20-176 ¢At CAY H{M E. 'd_+4fID1ONA'Q1NE✓T)ATE . al:.N ppa•np: APaxmw.. 1� OfPAYANO NA: WN n Ruff "L ` 4k e7 WOIWUM AS.D p��5g �'PAT910 Sv�w.P� Ekn. v LENGTH � liYWwiRA 5EPAFLATDON (5Fit n ) i TO atA� PAHFI aOltDrtgn APttxgBti TO 9EC,KYiS 1 '�'®� +55.0. -120 Y-5' dt LkSTu I 3 9f4` {IIIBOLifD : nWU 3 d 7 aa53 720 TO B'-B' M ! 2 ]rA" W1nW.Tgp , THNTtt 5 r ) +540 -72:0 � TO ,1'-2 Mmt ! i 2 1,2` � 90tTF8 l7 Aa0[FPGM I_„_ AT tMFAtAPS 6 ".F3a, -aSU IR'-4' OR L[55 L 3 i,2' I = III3TEO�raWXs ITN $. 9 A 10 MAGNUM AS 0, DE5NR1 i•RLTSSUtf PAIYHC [pat] NAKW,YM NMH1GAt. SRAONAN FOR f0. - 3 1!x' ASPUUBF To ANYANY OaNBiNAi11RN I 1F3t4i111 MAXIMUM PANEL � TNQt 7 'TYfI'TSN CF TM -GRIP CJNA-N PAt�4Al+AE FOM J.E o PlleaYnTE r9.U5 � COMCAEIE CO,T0RE1f �.ba'dp f0 DOWCPL:EI G COIiEHiTE Baal To C9tA'9iEii CNE'ANETf eLOC>t ETC 6fll'A'ft"E TO CONCRETE BtOC1t TO COk(:RRF CpICT{EtF &pCK N/A 6' 1 N/A *� � iTDP) t a• � - N/A N/A 6` —� 6' t (}k]TTgN) E a• N/A NIAN"j'A'� 6' 5€E SIWiTS 9e r 5t FDA ANWGR9 TYPE r SPFDNN:FaR k:�iA1LV!@h5 Ann WOOD nYiff bUl{7ANR. ARNPAUM ANGkoR SPACR705 AND NaN1MDM ,� OiST/tiaE ARE R7OaATs`D ON 1}R6' SCIEDLaR FOR Elf LESS tNAN NLNClTEO oN SL'FIEDVLE REDUCE ANC,IOR SPAOaN Bf WrilhYAiO SPACING SHIOWN ON 5CHEQVLE 8Y THE nxLQAela FACTORS: FOR ilw$ OPfw:tilt)N ro � POSSIBLE, RFAdlcm SPACIHX, 09Rwr© USN6 FA'ndt SiwF{ Hai � LIES TN0.4 MNAW4 sPACR'q NDNATEO YpT ftC3r ANC),6R TYPE AT dNCHWRS LEOCNO. AIgl01t TYPO ,/a• 1AP.TaN Ir4'r .w' T7P-6A* ilYe IQ it<i P,� 1/4• tNJ:-N ,/a'r Bal®^•e[T Mn rAoaa S,Wwa ro) � s s s z n s Wa Aw1 Ir .» waA bl 3 s 3 Eta. . ,rs s ,Yt __ AflIR EC {FLEA �ed73 7TIt1DR iJP• 23 15 - �- _ _ 0.43 INSTALLATION DETAILSFOR REGULAR PANELS CI & C1 ,/4• to , 6Ir LOW Evoiss, K TBAC W/ FOR PAWL LONG' Ss. V e ,AN 10 6 i r4 W TD a'-o' b irt' Q.C. INTO EXISTING WQQD STRUCTURES KA L NGII6 P'. .. .< PANFLM4,E Fr. -LEWM )1 11 PA krh T41 A $ . PAM LMAJE UP TO aOR Hex. OR tus "! P2 1/2- O. £. WRIT 9 1/Y AL TLCOO6ED ,•e--.-..�. � PE // TKII TD HEADER FOR ALL I.EHDDT)ai !M .% -. - ,. • a ne-I 11 .' , Moe. 1 8 -8" L A Y LFa Y.,R,MS # f B.a 3' t ... '-... 4 i ... 1. i. 1 Y9 5 'T 2IO I10•WT$'t. J( 1 k 1� { t to I f T• I 1t } j'�' """W/ 7ddEdxBlJi MA ryry 1 f'F I I . EU I 2 b f _ EO EOf I , 1 1 Tip t - T I i wa;olw-,m IDEA ✓ � ALTERNATIVE 1 W AITERI'!4T1Vf* 21V I 1 � i � I T-----^• ,_ SCALE 3/8=1" SCALE 3f8-T' t L / SEE 90 1: ON S Wr II t 8 I ST.E SCKMU i 3 -_... FOR ANan. SOM"Itok i ( OW 5IW $ I 10 GLASS. , r/a-a.vw -_ MR Min, I c IT, H SEP DI,A4$N I k " a jY a;G. `, i Ear 1 EOi } , ED" # i 6i EO a --- - ---+.7x•'-. 1 waa0 aaxz. EQ` i I IIim „ Ile I.D. a 3/9' 1" BRASS BUS" *-47A•a- A' ]S. ,.`I xon0 PLATE 1 YTS W ) LRED w x 4•s-P6+x' S M.5- 0 6 14' o.0 /e j T •� -i / / -5- ! NUi a E'f olt- -{j - FDR P LENGTHS UP TO -aO AND fi T5 1f<• Q.0 F'OR LENGTHS lW TO !Y-6' W,. c - fRi'14-TO PANELW,E FDMLE 0 OR #A 3 I PANELMATE PLUS a ,x qr U. C wn, i _ i ', I/••A •HAUL sewn a (oN ALTERNATIVE a ALTERNATIVE 4W - "I;r ,An TIUEADW PEREn t"ON AT 1 1/2"Noon, FaamA 2 A4' PLATE a 1 ."m P, MSE M4beT1GD1 of DOTTING W000 PLATE FOR I SCALE 3/8- 1' SCALE 3/8-1' ALL LENGMS PP TO 8'-e Mas. A WyOVJIEb AM �&140 CONDITIONS DNS DIRER UNTIN �SIALjAIM — NOTE : sNunER T TALKS NOT SgwN ro cuRm ALILL €RNA�YE �j��A f SCALE 3/8-1, SCALE 3/8-1' :. : tAAAy41\T,IHANlttA IP ONLY FOR BUILDINGS WITH AS.D DESIGN LOADS T 1, INSTALtA710N5 ARE VALID UP TO PSF AND PANEL'S LENGTH UP TO 8'-8" 5�.^ V 's FLORIDA BUILDING CODE (Nigh VBlootty NUrrlosne Zone). +55.5, -72.0 2. FOR NEW WOOD FRAME CONSTRUCTIOM WOOD MEMBERS To BE SOUTHERN w ? s aq�m yET .per F:.. PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, N0• 20 GAGE GALVANIZED STEEL STORM PANEL- FIR. DRWR �A GLOBAL PROTECTION PRODUC LIM mf2e/20to NOTE F,jgt COAiE31NAitOII OF ECTIDNS: "O''. S ....�. Ea O�AW T5, VIM s. ..—,._. '�L G.0 MIMC. ''`�'•. F '•� 4B00 SW. 61 STREET - • /LAr26% iL1i A: ENOINmaNa OOARA#1Y DAYS, I ]3314 • G r. a,k se..nWA• aY+a, a. sn® wama'+E: AIM)9aP-7aU, FAN: Sass)6as-araT YTINTQ 1 $ -• L 20-176 CO BItdECi ANY y Y� _ TNOANYM4q SCAR tYt! S1 '!+�- s-. nsa .{ice p�.-, fwg at67 aPi..I1T OtVIII W: C a m IN_TAL1AiiQN.. f7FN.Nf NttAANM-E ,E W,ALTER A Twl x:, P.E m IT-.0 _ naESAt alias IgRgr „ 0!` xe 4 ALTERNATE t.: AT LOCATION AE - STUD EVERY f i t0 H�.D FN(EL (OASE ,) y STUDS W EMERYOVERLAP Esn. (crs€ n) F { i I T i t ( E3.O. ! f } L I 1 P ( TO MOLD A!A a€L i I 1 i 4 i t l I T I I I• _ f I I 3 2" Ilia If4• 10 SEE $a 1 ANTERIOR PANEL END PAHEI �y SC,4£DULE'1 S� III I` I9 OR i. -^-3' FOR Mxt. -'- FQR Mac 3' .,•; OR OiRMT KUNT SPACING .SPACING ' ANCHOR SPACING SOAK: 3J4$' - t'.. MOM A.S.D. DESIGN PRESSURE RATING (12s f.) AND FQR$€SPONDING MAXIMUM ANCHOR SPACING SCHEME AT 481 FOR INSTALLATIONS INTO CONCRETE & OWM MCK STRUCTURES f•D , .N n :, A 4 � I f 2 I i i 1 I 1 i i i i I I 1 it I L 1 1 I 3 1 If4"E INTER1bR PANEL END PANEL Li B SOHEDLAE i SCREDOLE --- 3" •-'- �? FOR jY F77R _ .3• ANON ANCHOR SPACING SPACING BPAGTNO t PRESSUREI MAXIMUM PANEL LENGTH "j" SCHEDULE 'APPUCAWE ONLY TD SEnTIO7{S„ T & x Namc rsn ;`OR LIPF 4 srn STORM RANjj, A.SD. PRESSURE RL:ND i a.f' DIN" CF TM-friN+ CAUL-N PAN "Iff ru,4E 0 PAMUAdE PLUS APPUCDESMSECTRIkeLE TO r Comammok OF 'ICU MIYBFW PANE,. LENGTH V 00 OONCRM cc CRETE &OCR TO Ca I'm CONTo CRETE $LOCH TO CONCRETE CBi �,E I DLOTSt III _ I 00111m cc BLACK TO «WCREtf CONm 81DCrt 6- I N/A N/A N/A 8" N/A 6- N/A 8` N/A 1 & 2 (TOP) 53.0, -720 D` ?• 9` 9' _ 9' 9" a- a- 9' 9' 1 (BOTTOM) S'-0" OR ILSS 1. N/A N/A N/A 6` N/A 6' N/A 8•. NfA 1 & 2 (TOP) D 9° 5' 9' 6' 9" is r 2 �" 3' 9" R" , BQnDM (sorrow) s-rT" TTD 6 ^155A. -i2.0 8` NA 1 N / A N / A 6" NA ! 6` NA A s" N A } t& 2 P trp ) . +7`-6" TO ff-6". g` 4"{BOTTOM] WzrN ASD. 005" PRCS.SLR€ ROM a1: 1 MW a NV W Ft= TOP OF AAtXi} cuE. 7 III a r w, r#W � O`AW t) APPLICABLE TO SECTIONS 11 & comm AAA OF THEM MA)OMOM PANEL LENGTH "L` (ft.) 7A �.•ON _ _ T 449.2 -615 3" 3' 4 1/2' 4 1/2' 2 (BOTTOM) 7'-6- OR LESS +52B -66.0 3' 3' 4' e 2 (BOTTOM) 7`-6' OR LESS -55.0 -72D 2 1/2" 2 1/2' e 3 1/2- 2 (BOTTOM) 7'-6' OR LESS *55.0 -7ZO 2 1/2" 2 1/2" N/A N/A 2 (BOTTOM) 7'-6• TO 8'-0' +55.0 -72:0 I I N/A 3' 2 (BOTTOM) 7--6" TO 8'-8` Na7nAn+ Asa. srswl w•x, PA•Q 1T3AOR7 IWE]sNRE RAM& i` (K) IMIpNW SfPMMNaI IVfML (wa TOE 5ec+roffi) ,o WAS9 iONO"4' ♦55D. -7aa r-e• s sJ=• saleaaD SR: ASFW 16 FOR ANCHORS TYPE 4, SPACING FOR INSTAUATKN6 INTO WOOD FRAME SLIlpN6. MPRNW ANCHOR SPENDS AND MNWUIV MM DRTAiCE ARE NBIOMED ON MeS SCHEDNE. FOR ED LESS DIAN N 1'10 ON SCHEDIA£ RWXE ANCf10R SPACNO BY MPTLTI"NG SPACING SHOVIN 011 5CIECULE BY IHE 1VULOWNG FACTORS, FQR' 1145 aP£RAIION TO RE POS"LE. P Mom SPACING GUNNED USING FA RIN SHA.t Nat BE L8 THAN 14vmm SPACING PoloFOR EACH ANCHOR TYPE Ar 904ORS LECEtAT. ANCTgR TYPE _ �-. # _! -- / -' r • f _ TAf YY1 C: T7F••tM,P p a FAx.N _ iNa. A1e�+aa sPAcmR Arai s a 3 x xrx -,PMPfitkn .axkk+r!A»D _2_ a e s ] s • aWnYW anm IWU �3- 3: ] } /. 3 4 rP 4 /W W. EEL Ow L16SNii? FACiIDR 1 _ - y ,m TDO t .. AP r3 L 3 'Ir - --- �GENSF J'$ s No. 44167 '. Hurricane I TA 19b DETAILS FOR REGULAR PANELS �) & A -A INTO EXISTING WQQD STRUGIUR I. ._ I' I I ,A_ {-1 r4-, P P 1 k 1 D P TE R'. 0 ANE$M4 NUS '1 Ta ,+ArarsMATE PLUS av¢MA ws TE A i # 7' O,C. W 7 8 8 { D.C. W i . 6 t 4" 7 1 "' 7 $" r // F T4 TN&,J,I7ETD PLe&1RATKY N O P L'TRAT40N T THREADED TkREADE83 EN D WpOO H _ €R 1 TING W HEAS'&TT WtNkT HEADER WOODHEADER fnYS7'7k0 I E1aSTTN4 W000 I,EApER OOD t2£4TyRE6 s f 41. f F I I F f t ) x x 1 IN 3 3 T :I 7ja y.)/y2• I +.. 7/�'y�yj3P' , a Tra`Ha3J"�!" a - a NPR i _"ANC TA)N �i a3 r( _..vm ST .iqui EIRRY 5TW e I EeERr SRA a i a I/. *R P e 1 S{{ gg 7 2 !t r } r /4 i z 1'' N REOI LEADER WOOD HEADER �' - MFn. Ntn. i REODU REOu1RED 't LED '".ti--'` F ', _ ,'''7� .• _ I 1 .ON su 5 imu I 3 'i'i 9041 AE ON 4 SEE SC,EDUTE oN j} SHRET B 9HIEEt B 91EET 8 I - FWi AM. FOR Nk- - Fiat Mn SEPARATIWI ( SPPPAA1t{!N' - I , e A I r0 &A>SS �... fO Cd1459 � n � iD CIw9S. ) .. '_2•-.. :) Non, PANEL LENGTH ' �..- "`. - Max. PANE_, LENGTH P ..-� y`': yyy MPa. PANEL LENGn1 iI jr"+-EON' SS (SEE NOTE 1) s Fps-]ffET' $S (SEE NOTE 1) i t/4-r-YOn' SS {SEE NOTE 1) NS W/ ljaY a -n a ' NS w/ 7jeY A 1 ' KS w/ 7ja'O . iii � e wt w• � __ a a<r3�EAr i __ _ ! i � wcrs�AP -g--- -`) T I a I sas I SOIL of 3DR 1" I i OF "L' DE " " MAx q L r- F KAK 3 I MAk s i I I l i NT )/8YA3r3x• -. yE-{�-.._• ( SS THIS 1 O NANO NtR YYO-C. i]2 Ac .. j. tea,TTiMC• 1 N EA ,�-gs LAG sCRT,Yt$/ ?« 2's4` WOW vth7E i .. lt:T4-10 PANELAAIE PLUS ?"x4' WOOD, PLATE - _ '. Vic. 2,.x4' WOOD PLATE L IARI THREADEDI. iii R(iCUlREO - .. - kEOVIRW hEOUREQ PENCIRAM N AT �. .T,SEA ED PENETC TgN7 D$• NNWIDTN O PLATE �' _ 1 4•e LAG SCREWS O Tk10 W91TI OF PLATE _.. _9 O.C.//STAGGERED W/ - .1 _.. ! 1PFXLnMTiOk DIRECT L`v _ •,r Al M:DWTmH Of PLATE _. AU�GAtICNSTALLATION - SCALE 3/8-1' SCALE 3/5-1, MOT e. ,. INSTALLATIONS FOR ALTERNIATNES BW. SW & TOW ONLY VAUD FOR A(y111L1RNU/)lit t BUILDINGS WITH PANEL'S UP TO D DESIGN 4 LOADS UP TO +45,13, -48.0 p•s.t, AND A TILL/J✓ yf� LENT ��,.��(� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN »} 'Q`°'.' '•.'� G. �GEN$� FLORIDA ' PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55' OR EQUAL, : BUILDING CODE (High Velocit Nurricono Zona). ND. ' 416 z amra ,a.TEto. Nc. 2D GAGE OALYAN12E€} a:EE1. 5i0Rk PARLL E.P... NOTE FOR C.OMBINATNON jjE kTN ..�. LI" By, CAN BE * :' T TE c�,.='A�` •---_°"- ' ... •--� �- mfTAfPG]tl TOP I DO IN A Y WAY TO COMBINED ,N ANY WAY TO surr ANY �-�''. S '} 1 GLOBAL PROTECTION) PRODUCTS, I.I.C. a7E -J 1L ECOEMC. .•. INSTALLATION, 5 {) ' t`L R1© 3<. 4N $w, - 9I. - •i n.. .••� .+� iELiT TE4TINa Ac ENINkEENNO t04 ANY OAtg, el �U 26- iY n s1 f waL ]�. a r. pok wh +calm a 7s,.e vNIX� (Rst}saR-Y5+:5, PAL: (B5{ I76 tAL Y/ Na atr,a {ttWPaw OWAA,NP Nk ,rx a I4FtP%a. em WAtiER A t6LR r., P.E . m rz-ea t _ _ am ' . L {LINT T N D F F S 1/4`W,AC Satem a w AC. W/ INTO EX15TING WOOD STRUCTBES -. t lttx MIa, � PEA$ER4T10M ' k TO E�5*R+G wopD 1, .1 i� 1 II t f , l i .III T �"f l I EO 14 _. L r I T L i OR 1 I� '-Y"^'- REDUATFD � WWC9AWA A3� ' / 51c1D o ,2 1/x' G.E. pt I � ALTERNATIVE t ALTERNATIVE 2 t p SIAM t. �wIlEwu �-jg r... b ARA10- TO GLASS, @ EC + EO 'i Ii EO' __ f__ "# e 1 I EQI - OR £9- • ); ,gip Jjj3� ' q$! I EWI� { f Yf000 D iwE i s 1 REOUaED a I i 1 Dank ° ALTERNATIVE , g T $NATIVE 4 21.4• TE RfOtIREU II �,, ,J4'v ,A.a sLYtk5a3 tl a' tTO. W/ , I jR- w4,. THTRE�m tmA TATN OR { h. 33U5luNG G. $' t,1Na tAlAg t4 30 .3 M.S w e E ALTERNATIVE WON FRAME CONDITIONS & ANCHOR LOCATIONS Ir4•A-2G PANEWATE rEwaLE 0 DR pffl R PAN RJR a a' DEC w/ 1 1rF' Wn. +e-A,E 3/e" . I' Nu X'mTf 7Ec'1 ri4fYRiR1tM TO ExlSiWG 'hOW riom SNUnE TRACKS Hat SHOI0l ,TNI eLm`Y WA MOUNTING INSTALLATION It lµif111T11/N ALTERNATIVE 1 W ' �9 s t�ENSF - PI© 7 - FLORIDA BUILDING CODE Nigh ValocN Hurricane Zone * :• :¢ = axoxa RL1Tm, IWG. 20 GAGE GALVANIZED STEEL STORM PANEL19m DPAN W. ,. fNS,ALt:47iON6 ARE ONLY YA.fo FAR BIILLIINDS WITH A.S.O. nfS+Clil WdxS UPTo -iT ST f OF v-,j�LLy g _ 07/Re/2M +ass, =IO a ARE AN PANELS R BUI Ira TQ a` -a'. 9'•, FL R1DD: �`�°`"''_`''- ` k / GLOBAL PROTECTION PRODUCTS. LLC. r A a M. 2 FOR FRAME CDNS7R11G7i6m WOOD MEMBERS TO BE SOUTHERN 7Cj:`. ' '. ... I[ E C ©I.NC. y l SW, Sx WROU NEW WOOD , TINE Ne. 4 111. SPECRIC DE1N r, OP 0,$6 OR EQUAi_ tF, SSr ee..:�- ! TESTTRa a iRaeLE'ERFHa COWAm ONW. n- 3 14 f tAtAArfd T 1SlAl1I� 3NA wAliAve. R Arm 4Wt01,C (Rw)a6A-.764s, GAL. t$S4)04-8"7 20PPQ -17B PE. 9A,,/SGM4,UR[/pATE TWLTfR A TLI.Tf 7r,.p,E as eT-rA3 i _ _vim m Or 26 N r� N C6 2 -� U -� N �- O O C C6 ) �•=3 V � O cu V / 0^, O O 5- �0 O W Y �0 `v O M UL— ~ �� > a J Cn y' W E^^ L Q ^^,, W Q /•� y ICV .� ��/� VJ Q Z 0 SHEET NO. SH 1.1 ___ - __ - - � I - - 1-11.1 - - ANCHORS (SEE SECRO145 ON SHEETS 17. 11), 19 & 20) ------ - -- - - _ � 3- MAX. I _h,Wf7. 4A/11, !All% V/17. 49/$71 50/13, j I MAX, 1 Ilmw, I 111`41JIM/191 ?A*/Is A VAW/20 r* WWIIS. 78100/10 * W*120 I, ML4,1 0.14�4.1 -- i � ______ . __7 . - I ___ - - __ ___ __ __ - - - - __ ____ __ 1 _L_________ __ - _ - 1--_ -.--.- - ': -, 0 1 0 0 0 0 0 6 1 1 , --T--, -,, - I -; - 1 1 1 -1 . j__ T -,' - F_-----7-i -- ---- _ - --- I � I i I I I ;� I � 7 I'' , i I I i i : 4 A i 1 I 1: I I I, � I ; I I ; I I i I I � j i 1 . 1 i I i i 7 j I H i 1 4 1 ; I I 1 1 III � i � �.� 1 i 11 � � ; i 1 . I I I �' I i I ii I 1 1 i : . � i I I . - I � I ; I i 1 @643)� 0 I i �(i), � ; , � , I � � i ; i a �.�, . I I I I � � Ro", w�m 1 cf),Nio! I I PfICA-1fi, vo" RARL . � � � , I . m SAPi-Ii, SIGNAL PANEL , I � � I - I q I : ,�_ __ I .; , , I , � I . ' � .. � � ______�1_______.__ - � 11 � _1- 11, , - I, _--j- --- _� ___�_ - �i_ -- ____ _L_ I ,,, I _ ------- ___-_____--_--__j- -- 7 It A MAX. '�-_2,1-, .II, � I I I F� , , � i ,�, I j i , 1 �A'p - ----- 1.11-1/ , � _____ " , I -_ - - , - 1 � -- -,,. 0. , 1, I , PANEL LENGTH � , wnx/s . AT � I r - � . - __T , , , � : 1 (Sm =HmLE) : __ I A - "AS" , �,, ,, � I I � : ; ; � i � � : , ; ; � , " I I . � - _�i 11 I I "T"" '� , - ,,, -, - j I 1 � , ,Iq �A- �_ - , - ____ - I I ____ -] ____ - --- - - � _1, - - I . .. -1 , ,,, I 1_,� � _1 I 1 171, "'111 - - �:�� "I I I -1 B- "] - I 1� � 71 � ; , j:, , , � - � � i I � I , , : � � ; : I _j i "" I � � , 11 � 1 14 i� I I � : !4 � ! I � � - � *I " - � , ! � � � , , 1 �� I I , - I . I'll . �, - - --- I I i , , , ; , � I - 11 I I I , , _4 - - -_ � I , : - �1 � , I I I I I - , �, I � I - - _ , , _�, I I . -1 __�,__ - __�_________,_ I il ------ _-LI-L.-d . - - - __ ,, , , , _�_ _ j___ " �, ---! 6 , , _ F ,Obm� �es4 --- ; 4 - _ � I I— 1-po" * um un-fir � I � � I : , , z � � � PAN&EOTTOMOORNEIS 1_1�`-ji � I I 1 �, i t i � I �', - -I - *1 - �L_ - � 1 � i I =::;�� 1 , - - 0.1101,.@.1611 . .- I � � I �___ -.Wk.- ONG to a LEFT * qGM RN151 *AmA` � MAX, 3A/17� AA/17. Wis. w/I 7 As/". 3EVIs. 3- Nw- .3 1.1011SAW/19, 7AW/19 * IIAW/20 EM111OR 1�6@w/is� RIW/il & 89W/20 1: MIN� I' Wk- _ - � - ___, I----- -1 - ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 IS 201--- 1 1 __ - _QPT19N #2 EQR LIFE �AFM STORM PANELCI:1 ELEVATION SCALE 3/16--i- 1/1, � IMP 1 : I, i cl) - @ zow I � 31olig I � I � w TNIL��o�"j *,m � I&IFE vipm li 11, -, Wk ___ , � � ; � - - ____ . " I ", 'I'" r_ __ k.-.--- 75t,", ,z*,z --_--w,,,__ ____ - " � � , � ,,, I . " �, ,4" ", , ". , � t ,4 ;;�/ ,� ;I��- \ / " - 1, - L" I , - .... �"_�_ -1 I I �_� ��__=___ \__z1____:_^-_-1 .- -- - �tA��M�' �, , E=RIQR � . -, a �_4 L SECTION A -A SCALE 3/tir' WAXIMUM A.s,12. DESIGN PRESSURE RATING (padj AND �,sf .,<'o M�-;JiiA�s �11' 1, . �! , ��,.I. ...... ., , * _`�%, CQRRESP0NDjt!G MAXIMUM PANEL LENQTH "L" SCHEDULE `� , , \AEN�-' %.m: `� .-I- .1, ` I - I .. ' = : N0,44167 ".. I = :*= = * -,. * . = I I - = . . " FLORIDA BUILDING CODE (High Y*I fly Hu cane Zonel _ li- - mi- z Do MAXIMUM A.S.D. I Mo., PANEL. LENCT-H L i�� . . � F. I Gr ." _", 'L INC_ i DESIGN PRESSURE I L (ft.) MINIMUM SEPARATION I PANE . "... ��%u . 20 GAGE GALVANIZED STEEL STORM PANEL RATING (p.s.Q 1 (SEE SECTIONS) I TO GLASS CONDFTION _. i - _ - DRWN W, - __ . . I I __ ,-, `-�- rGLOBAL PROTECTION PRODUCTS, LLC ./"/mn +55,0, -72�O 81-8. 2 3/4" 1 UNBOLTED ____ _ - /1 L ri E c o ,.... �\ NKTJ S.N,l at SIFIEL, . tun, DAMEW n_ =I, - TILUTT, No* R% *11T � 1�, r", Iq.)m-vv, 20-175 1 1 1 - / , we'. IN, .i. Do r= - - I (AWIF11-1-. 1. , I-IFY, � "HE, fA.)w ------I- PX, $E4,15IGNITURE/IMTE CA-D,X67to - . I - I WYN, I - All mAmom w, L_ wwml , 'an 0� ,1� w-ff I - ,;, WtI. . - I , ------- ._____ In M 4 9 .�w - I __j_z_1__*.1_ z I - I INSTALLABON DEIAILS FOR OPTION ,f2 Mfl- UEE S , _AFM STORM PANEL U5TEM INTO EXISTING WOOD STRMURES � I IT I - I I - __ - --I--- -_ -_ I x 11 - -7 -1 FIX � _,�. ___�_--!-, --- 7 -',,� Til 1 /I � I I I � I I I � I I ;i I , ''I , I , � I �, : - " i:� "'� � I ,,� 1, . � 11 - - 1 - - 1A , I- - I , I I � -, , , N� 11 I I ��; , I ,� " � � I I I , a IIIEFOCTI , - � - 1- " � I- 11, , , I - ,,r 11 �i�t . � � ,= �, - ..,. G2 HEADER 'I- I" , � cot e ` I I I I , =RED I � ��,� " , � 1. " - . � � - , rwong NOVI I _,, � � OUIRMADER I I , , � I i , I I � , .�, ��_ - . � __ __ D.C. , I D.C' �,� �� _:��, , � "' 1, _ � ��, __ VAJ'41 TAPWN 0 B* 0 C. f � _�_I' � , _ 114-0 TAKON 0 r _� tr 11, -T-- �, J,-, ,- __ 114-0 TAPCON 0 6 - I � _W - __ lem/ , ��r I fl, - I I I - � /2' WFL THREADED � I' AT WDCO � ; ,� , I � , I�! it AT WOW I v � �, I 'i I 11 PENETRATION AT WOOD ,- Ir 412 � WN� THREADED ' 'k THQ, I'll . , , v - .11, 4;rZ& 1�1 �, � F / I I , PgEA 1:;l I � 0, A, Wo, f NATION ", "IEZ 1 1 � I - I Ek . � , 1 1 1 . I ,� A I I- HEADER 11 I - I I 11 , �11 I 11 HIENDER � . I i 11� I � it I HEAMME � I I , ,j�i: I'll F 1, I -11 � - 1 i � , "' " - � r I I L - I 1, � , , . , , IDS, I . I'll, "" ; , , " IT , I W45m 1 "� ',. - �' 'ISO�m, V. � - r' t /2. I I - , � 4_4* - � /2- - , AE) I I 'm --- � i -1 . I � 1/1* " I p5m, . 1/4- . 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TNITIOM. � ,---- 2� FOR NEW WOW MAWS CONSTRUCTION, WOW MEMIXRS 10 BE SOUTHERN F : t4o, 4 1 .. * = 20 WE GALVANIZED STEEL STORM PANEL Ge,r"p BY . IT = I .1 S ,-'--, PINE No 2i W/ SPECIFIC DENSITY or 0.55 OR EQUAL Z* -. , I :.;:�7-1 ' , - GLOBAL PROTECT 01/w/1"'m . V 2� - . SAM , - ,, � . . ;'i�A � _r_ 5, ,_ � 1E _ a .0. � ION PRODUCTS. LLC - 4p,-_.._ I .�,- ?--- ---- - I'M , Z I sf� 7�,E 5 �P-n � \ r. .A, 4800 S,. .. � ." / I --- "Un TKIEDN's a ENOTMAINO COMPANY DV�- n =4 , . ____N._IA � tsIM Ar �I,.V.v / - 1( I I I IN-) .I-,- Mmo-I.a. m 011')VIII 20-176 - "" __1 i - i - . i - - '110, iiii-F-E- SEAVSKII.TURWONT I ! I I l m ;j 'w, L I I I - Im, - 11 - it - it INS LLATION DETAILS FOR OPTI 2. EQ8 UEE SAFETY 5T_QRM_?ANEL_aY� INTO EXISTING POURED ONOREM 98 CONCRETE 109K M99-MES , _1_1,4* TAPOON ANCHORS __ IJ�4- TAPCOAL MCMM I TAPCON ANCHORS 4' TOPCON ANCHORS 4, 9^ D.C. __ _, ,14 0 9. __y a 9, D.C. D.C, I go. OXI � ,N : � � I I ONCvm I'll POURED CONCRM. :1 POVRFDCC=O4CRErE ,� . 1�� POURED .. � POURED CONCRETE I , OR ODF&ETE . DR CONCRETE ;;. !,:. BLOCK REQUIRED I 1. I � I OR CON -. ` . � OR CONCRETE . , . , r--C _L BLOCK WWRO F-C I BLOCK REQUIRED __ � BLOCK REQUIRED r-C I - , 'L 1/4- - 1/,. : f 1. - ,, - I I I'll.. :: . �, , ql I/,' I . IkAill- - � . - - __ j w.., ,", - - I ,� - , 11, - Maic_ - I �',' Mo - __ ___ �d I 1 , I "I �� I � 1 'I, I I - I -'�, � , I ; Em .� . O. � Los �11 ! : . I , i I 4. : '�. I , � . � : ! .. I I I I . I � , - � ,�, � . --- I � . � I � , . . � , ; 1 .�%.,4, " ... , �, 1 41, , �,,, , ! S , �, � I I _�z I : �"4 , , " :�'" .. :.. �+,� . 1, �:, I : - , " , � I � , : ,::�� I 1, "I Q � " : CONTI 1. i � I - -_ f � I I I � q I i �� I : CONT � � I : I I ` � : I I i � I I - wivurom . _4 � , , `C_ .I. - 11 11 Itt , ", ,. . - - ! - "I ii, i - ImPAWKIA. 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NUT WASHER (SEVITINC) I 0 12 112 . ,M,*I*11e11G011C11 �V,218 ; � : : 1,�4' TAFACON ANCHORS I M" TAPCON ANCHORS , 1/4' TAKVN ANCHORS "OpmICON _TI, - -- O, 4 I/2* ox. _,.__ - _ - _V0 TA is /2* ox. 0 4 I/Z' CC, : (St:" W/ STUD) � (STAGGERED W1 STUD) � * 4 1/2- Ot: � _POURED CONCRETE 1, I m I FOORED CONCA ---- POURED CONCRETE .___f!QURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR REOUIRED REQUIRED REQUIRED 0 CONCRETE BLOCK WALL MOUNTING INSrAUA3]QN WALL m ILLATION WALL MOUNTING INSTALLAT19N W" 0WRED -_ im SECTION 3A QN15mr SECTION " 0 WEE SULMLM" 0 REGULAR PANEL 6 U&Wd%N SCALE 3/8'-I* St:AuE 3/8ii-1- SCALE 3/8".1* SCALE .3/a'-I' SEE SHEET 10 & 20 FOR ANCHORS TYPE A: AING"m TIRE .- 1/4'. - SPACING FOR INSIMUATIONS INTO WOW 1100ol, , 3 PRAME BUILDING. mi, mcmin - ImAkam; Nj IANLIAMW MCHDR SPACINGS MO WNWtTM F_� 1� Nj ) EDGE DISTANCE AM M�CATED C04 Tild ON i�� SCHEDULE MR E.D, USS THAN INDICATED Ni _.� SCHEDULE REDUCE ANCHOR SPACING Of uwnpma SPAC04 SHOWN 00 SCHEIKAX Aofift FA ass[ OMM - VA" W THE FOLLOW" FACT= Foll INS OPOKION TO BE POSSIBLE REDUCED I vr " __ - ___ - "----- ___ __ SPACING COTAINED WAND FACTOR SHALL, NOT " Y2, . -1 - .. _ BE U:SS THAN MORIAN PACING INDICATED - --- FOR MH ANCHOR TYPE ON THIS SGNIEOWJ x Ioo - - __ I I 3 In. - i I � - 1i FLORIDA BUILDING INUEALLA119N DETAILS FQR OPTIOtj #2 FOR -LIFE SAFETY SJORM eANEL SYSTEM INTO EXISTINQ W0012 STRUCTURES ,�� , ---- I j- �11,1_111 '1_.rr_ " � �_ , I - I I , - - 11 _ _ - i� � I- , ;�� Ir, , "I �"", 1 I ,, ", , , � U, . 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EXIS IT— ISET ScRoua - - ; � PANEL LENGTH t ------- - -- �"' I ---- -- , - ,,�_ - PANEL LENGTH GLASr_j ON SHW 16) : (SEE NOTE I BELOW) 1/4,20�1* A I E NOTE I BELOW) 1� ! I S.S US. */ - I - - ---I 14,t - "Ill Ill I. ; i , !" 1 -7 � , j .718*0 , _111�?' ,� - -, I _�", - - I .1 NUT `_ � � : --- �_ ska I ... --- � , 11-1.1 � , - , I 11 ___ _ -1. _ , - - - _.] . � , ; , 1� � F I , ; , - 1,11, - II 111. - � - I I' � i ! ! - , ,_ , - I - � - f I � I ! i : � I , � 11 " I .. - � - � � I I �� I : i I t I �f ! : I ; � : �- I � ,. - I , I , I- -.-, - _ �- I I I I ;, __ , ___ li� . i ; I I i ; I i � I ; I � - - 0 . : : CD I � I ; I � I 7 I 1 -7 1 1 1 [ I I , I_rnr--._ � i i I . �=� I I 1� I � � 'r I* , I � I ED. � - O_ , - , I I ., - - I � Ea. - . . � I __� ___�_� -�--�mm I _. - I � -- ,� ? ___�__ �, I I - - _ , I ., ,_ r 14 __:� I I- I I t- �_u_:_ I �� I ,- -- -1 � - I I � . I , ; j � . ,� _L__J_� I � � � I � � I I � I I . . 2'.4* WOOD PLATE - I i I � �218"* . ,1/32' WING NUT 2,w WOW PIATk , - . , 1 I 7/8*0 x 3/32' WING NUT - ,�, � - - � _ , " 1. REQUIRED I :' � , WAS.ER 0 6 '/A- D.C. RIEGIARED , 1 " WASHEN 0 (BEYOND) ; : , I �,� �! I -1 , , I � ; � I �� I - ) ; #I -IQ PANELMATE PLUS 11 i I -10 PANELMATE PLUS �� i ; I ,�; � I , , 0 a 144z&� IN I i�61 , , ___, � ...... To -il fig - ,__.-;1 ,�� , I I 0 P4 1 ,- 7 , I I � 2 0 6 t/4- O.C. Wyl F/j� ' - 4 � � � I , MIN I % 5 1 1 � I MIN THREADED PENETRATION � ' � � � 1 , � � Disol" , I I 7 AT WOW01H or PLI I i ; , J AT mi OF PLATE , , � I I I � � - , . , � -,--- j, - � , -_ _ , I __11 �, __-��_� 7 1. - I WALL UOUNTI INSIAUAIJON "'Os"SHORINNI 1 ON ALTARNAMM-NIN A,01,��P T14Z , 6UERN633 j REGULAR PANEL , � I s �;,S. I N& \ SCALE 3167�1' .-.� ii�%.:? Lx va' ___ :A �,�v� % SWCAU� IS/8* FLORIDA BUILDING; CODE (High Velocity Hurricane ZCETB) _ � __ - -_ -_ S .: No 4067 I z_ mm Imm W_ 20 GAGE GALVANIZED STEEL STORM PANEL FFL 1. 34STA"ITIONG ARE ONLY YAW FOR OUIUDPIGS WITH IS,O DILSON LOADS = - - :*;: '��, -. MAW W.. - =,. * ( 2 i,, . . I UP TO +55.5, -72.0 PSF AND PANEL'S LE49TH LIP TO 8'-8' Z '., t 4-?4 �' __'__ -1 O'/2"p." !; �0*. 5 Al i. i - / 11LIECOt".. \ GLOBAL PROTECTION PRODU , LLC, OAM 2- FOR NEW WOOD FRANC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Iz-el / \ `QKO SIR. 51 STREET - PINE NO, 7, W/ SPECTIC DENSITY OF 0.55 OR EQUAL 'S�O,�-� 00"'Ir' - � . ......"Ok", G.WPA.v MAE. n_ =1 � MAN. W. __AW,AN,..HA _,w, .71'J."., 20-176 "' I , I 'C ` " 0'. N,c on"'Aim, I.. i � - I His) ___ .- - Tx4 ., "EN11F, ,A_woA7 is DRAMAK, MMIIAT��It TWLYEA A, Tw �., 'L � I TAP -I. RN j . oxim 4 .m? . I - i _11] INSTALLATION, DETAILS FOR QPTION #2 FQ8 UEE 5AEETY STORM PANjL5UjEM INIQ EX151IN9 RQURED CONCRETE 1/4" TAPCON ANCHORS I f4' TAPCON ANCHORS To 91 mc. 49. CC, , I � � POURED CONCIFIETTE " POURED CONCRETE , � - I _. CQ caucam m= w CONCRETE BLOCK - REQUIRED - I Atoumm --- C j _. I �k - 1/4* 1 �� , 1/4' .11 livs _ - I I � mA.. , I ., IF I - I I -.-- t I 11 DA i r', I fffl E.Q. I I � F. + -,, - t � I - .. - - ; E.01. :�,,Ilr � I I , I � , � ,� ,� �,,� 1 I I , , . * . - , . � I I - - � .� ,�_ - .- - - i ; "� , � --mw4 !_ 414-10*0 PANEi.MATE FwS W/ � /a . A " 6 ,;�YS,2' ITING NUT WASHER OC � - - POURED CONCRETE � OR CONCRETE BLOCK PXOUIRM MOJUMI&A"AWA 0 REGULAR PANEL SCALE 3/w� 1 .. SEE SHEET I & 20 FOR ATICilm T`PE * ME"= m I/An, '/'- ___ - 04fivuh- %MOW. FOR INSTALLATIONS INTO WOOD - - T� lKie FRAME RUMNO. mi� .a" voc" Ow 2 3 MM ANCHOR SPAICAM NO MINIMUM - EDGE OWANCIF AM WONGIOM DR tlM ..;;;.- 1, NJ j 3 SCHEDULE M ED, LESS; THAN, "NSIOCTIED ON _ Mo " 1&;�� 2:i 3 5,/2 SCIIEMU ROXICE ANCHOR SPAONT IN MULTIPInING SPACING NQNM ON SCHEDULE Anxitimom � , ,� At" BY M FOLLOWING FACT011S, not THIS OPERATION 'M BE POSTROLE. MUM - _ 1.1-111.1, 'A. JIS - - _ - _ -- I _________ , VAC04 OBTAINED LOA; "C" SITN" w a y - � BE LESS THAN MINIMUM SFACW INDICATED � - - - , .-t-, � _ " - _ I 11 Yi I .OT - I YP I _ ,, , _`_ - Ill 11-1- J- !��__ ----i t"r - __ I _=4r. 1 I- soKomutow Iow M a,mLl - . � ---,- ,� - - - - �_�,_ __ , : < : 11 - , , ___�, -1- 0 � I �_ I i - � __ , ___; . I I ! I . i I 1 "77 � I I q I I � ,I r . � � ,__ I I - 1� caii, - : " � �, r _� � ! - - - -,, ; . - I ��, - - �Z. i�. , ! : - ! � � , *1 I. - I � I _l - . , ,, � I - ,__ I I 11jlii4-10�4 PANELMATt PLAA W/ fill . V3:r W*G NUT WASHER (BEYOND) - _2OU"D copim-re CA CONCINIM BLOCK REQUIRED MIIL�9 INSTALLABON 5B A UEE SAEM PANE SCALE 3/r-l' = ia _Ir � � w- -0 C13 ;. __j , � . C In . C .E , ; % .!a 4 W -1 4n , ZE . 3; - .!! .;:p " cr. 11100, ::-- 6-iij - �- T7Q) (1) I _ C_ U) -00 (1) K - , _0 > -C- C.) L__ L_ _0 (2) 0- C= 0 (3) CL 0 L_ = ca -0 a- . a) 0)75 _�� u) := = =3 Co -cu Cn Q) -0 0 -0 .iiio = 0 C) - = w L_ - 0 a- q -9 3: c = .0 U- - CIO 0 -4.- ,,-. CU CA11 ICU 0 > . . : " I C/) a) " I 0- - U) ICU C�L _,"""" I "I 1.0- = = Iiii- -0 . = w < It __ LOS I � = w = ;;- .1-- it 4 z z w mi GENERAL MOTIES: VAdjQ E-7 k" =0 PANEL SYSMM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUA7.1001 OOCUMEW (P.ED) HAS BEEN vERIFTED FOR COMPUANCE IN 81) MINIMUM EMBEDIM00 OF TAPCON ANCHORS AND FAM'"AlE FEMALEE to & PANIALAIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SKALL at 1 4/4- AS N 0 COX 6.2) to Em OF 1 4 X 7/$' CA19-IN ANCHORS SMALL BE I'; 7/0' LW,D CONCREM FOR A WIND SPEED AS At iRED By - i� JUR mm-CrION IRSTALtM ") ENISF. ENT INIMM FINISH MATERIAL SMALL BE PERMITTED, IN MODFOOK ERE THESE SHL FOR A DiRCCIR)NAUTY FACTOR Kqjr.o.at$� USINTO ASCE 7-1$ AND SHALL NO-fMEEXR&*0`LINPEmAXlMuM KSD 1/4' d-20 U SIDEWALK BOLTS MO SHALL BE LONG ENOUGH(STIOULD ANY FINISH MATERAt EXIST) TO DEWN PRESSURE RATINGS INDICATED ON SHEETS 2-4 & 26, ENIGAGE 3/4' INTO ANCHORS. IN OMER TO VERIFY THE ABOVE CONGTHON, ]ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO XS.D. DES" WIND LOADS BY MUOPLYINIC THEM BY 0.6 IN DATEM To B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I To COMPARE THESE W/ MAX. (AS4I) CESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS; SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SESIND SUCH PANELS. ANCHORAGE �N ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TR P.E,D� AS TESTED WERE HOT OVER SA ESSM, A -13X OICREASE SMALL BE AS MENTIONED IN RAI) MO IN B,2). N ALLOWABLE STRESS FOR WIND LOAD$ WAS NOT USED IN T�EIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN OF7ERMINED IN ACCORDANCE WITH MD.$- 20M (C) ANCHORS SHALL BE INSTALLET) FOLLOWING ALL OF THE RECOMMENDATIONS AND SIPtETFICATIONS, OF THE ANCHORS MANUFACTUREIT STOW PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1-4 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 0 20,32, AS PROTOCOL-- TAS-201, 11 IT SMALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERIFY THE SOUNORM OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCREM BLOCK 2 THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1W_ OPENING FROM THIC OR WOOD FRAME BUILDINGS. NSOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED 10 BE PERFORMED 12 THE INSTALLATION CONTRACTOR ft; TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT mNO/RA,N w-m-sioN rAULK Mo SEAL SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INISTALLATION S APPLICABLE TO SN43LE AND DOUBLE HUNG SFTU WINDOWS WHEN INSTALLATION IS REQUIRED TO 81� LENGTH, I PERFORMED FROM THE INSIDE OF STRUCTLIRE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND IONINC 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SL;DM STYLE *nNDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPUED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM TYE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATIENT' PENDING, S , - ALL ALUMINUM EMUSICINS TO BE 063-15 ALLOY &No TEMPER (UNLESS OTHERWISE NOTED) 15. (0) THIS PF40DUCT EVALL)AMOM DOCUMENT (P E. D.) PREPARED BY THIS ENGINEER IS QENERTC AND DOES NOT PROVIDE 6. AU. ALUMINUM SHUT METAL LISED AT CLOSURES S44L HAVE 3105-MI4 ALLOY. INFORINUATION FOR A SITE SPECIFIC PROJECT: i,v� WHERE 114F SITE CONDITIONS WAATE FROM THE PI-E.0, N CONTRACTOR TM BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INIST91ATION INCLUDING LIFE SAFM OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALSIV STEEL. ASTM A-653 GRACE SO MIT- CALVANITZED STEEL I 15 PRODUCT SASM ON THIS P E.D. PROVIDED HC/SHE DOES Nor DEVIATE FROM THE CONDITIONS DETAILED ON H , DESIGNATION W/Fy- 58S klit (AFA ROLLED)� THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7ME CONTRACTOR'S RESPONSIFAUrr, R. A" SCREWS TO BE STAINLESS STEEL 304 OR Sit, N$I SERIES OR CORROSION RESISTANT COATED CARBON STI AS PER ON (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, .50010 W1 30 k.i YIELD STRENGTH AND 00 k*1 TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING, CODE SECTICINI 2411.3.34 to) SITE SPMM PRCUEM SMALL BE PREPARED 97Y A FLORIDA REGISTEIR:0 rROINCER OR MCWTICT WHICH MUL 4. BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AISI 304 SMES STAINLESS STEEL. *TH 36 Nin MINIMUM ATIFID STRENGTH. BECOME THE ENGINEER 01 RECORD E.O.k) FOR -,Mi: PROJECT ANO WHO III DIE RESPONSIBLE FOR THE PROPER List OF TH P. D. ENGINEER OF RECORD, ACTING AS A DEUGATED 10GINEER TO THE P1.1). ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS' SUBM TO NIS LAITER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) :0 �M -ZIL _EQVff&_QQKK rjE_ (.) ING P E - SI SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE DF THE PROFESSION& ENGINEER OF - 1/4-9 TAPCON ANCHORS AS MANI)FACIVRED BY ITIN BVILDEX, INC. (MIN, P3112 D,) RECORD THAT PREPARED ft - 1/4- 0 X 7/8- CALK -IN ANCMORS� AS MANUFACTURED BY DEWALT INC. fmlhf� V3000 OQ 16. STORM PANEL MANUFAMMIEWS LAeu SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - j 1 4 - I 0 PANELMATE rEMi 10 & PATILLMAYE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION t7O9-9-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL 91: PLACED FOR EVERY OPENING. Cf,3350 p -I ) LASEUNG TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCOR ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR -ANtLMATE FEMALE 10 & AMELMATE PLUS- A2) MINIMUM EMBEDMENT Or 1/-k-t X 7/8" CALK -IN ANCHORS SHALL BE IS 71[r INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MAT54AL SHALL BE PERMITTED- i/4- 0-20 SS S40EWALK SOLIS USED SKAIL BE LONG ENOOGN(SHOULD ANY FINSH 4ATER3k EXIST) ,TO ENGAGE 3/4' INTO ANCHORS. '0101MIN, /'k'Vk A, T14Z��, + .�, t Ji,3) 114 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR . 0, ,� ...... �, �;_% FLOW, ANCHORS SHALL BE I.M FNOULOM to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL -e-kv... _**i�rlvvi�_%r? s RE AS MMNKD IN A.1) AND IN A.2)� I * . _. I (a) 1O_1x=SkmmwL_%2a_�� i� : 0,44167 I 5: = *: * � = = I . :*E - 114- 0 TAPCON ANCHORS AS AMUrACTLIPFD BY 91W BUILDVX, INC -- -.-- - z FLORIDA BUILDING CODE (High Velocity Hu cane Zone), I _� 1i - - ___ - - - - - �14' 0 X 7/8- CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC (C1500 Del.) I oz.- At I �,� il, I I' Favu, "i - rA - 1 4-10 PANEINIATE FEMALE to ANT) AMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO rDAISTRUCT17014 "_ - 20 GAGE GALVANIZED STEEL STORM PANEL ORANK R, PRODUCTS (r'PtK,2071 p,s.!.) _r - T1_ "', 1, - 07/20/=0 . I ------ I_ _ / IL ECO. GLOBAL PROTECTION PRODUCTS, LLC. DATE, - n \ ow .e S, 5mm / I W am;;UE-m Do . Fw1.1. 1= ___ - -.1 Y. - (.-.0:5.1k =11.)OW-45797 20-176 , (90 101-" NY; Mae . DRMWK:i .. ." pl, .EN,-s,GkA;.RCAMTr VALM A, ,TU,T . 9 .111 --- I [ � � - ,,, w 2. '� I g -: ........ ;�, ,x m \\ZEN,7 ,...5? 1S . . . i -, * , .* . - ' S : No. 44167 1. I FLORIDA BUfLWNC CODE (High Velocity Hu *: "Ry Hu cane Zen I * I w __ . : = .m "VEM - Ir, * f SIT: '3'-,, q�� DRAWN � , STATE 20 GAGE GALVANIZED STEEL STORM PA14EL kOA" - I '*�A =�I__�:S - _�_________________,N - - "i - 'Im ; I - ;�11' � w �_ DAIL ""'! �1� t'o- � � // 11L I E C 0.7 \ GLOBAL P"OTECT'ON PRODUCTS' LLC. On' � " - , _� - jT85AZO 1vt Vl-w I ttillf"Ololl/ �TIW * KNOWUNING CIONOMITY .;Z�, m -,= 't .1. ",ONE- (wHiow-Mi'd, ciix: CF%,A)6w-,RAf7 20-176 . __ " . � 1 4%-*4 ": P.E. SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . ') I I - - I U) _�., - - __ ______ ___ - 12.500* (EFFECTIVE WIDTH) -- ------ I ___ ---I ,." . 4 ItimfUn fZ) \ .-C r�,04) _,� �_l (SEX _: ..... r. `01-=GKS - - - I= � Z_ -- . TkErt .) �,'� " � It: - - -_ .- -1 I � O,, It . I . . I . I I I'll, ' M, 1 ! , I - : -1.3,10' - __ - '.3 � 5 - . 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SMARKIRI W/ HEMMED EDGE, >11' I.--- , 04FOR , I 'W _'It4 __ uff I L R I T, 0- - I CL � , L I il Ll - __ E il � I -a -, " _____ , � � k7�:�� - � t:j-.j _a` 'Y' -2w/, �� 11 ,,, �', k 'Al. � I END UP- �, , , y SNEET 2, N, - i I ��VF.__ � - ==. a -, - 350* - I Ali, 1 1/2- t=uw 9 �mf I I K llv,.Jr.r I I � , - , 1... - SEE SOCTION'S. , ,,.�� - I -_ I I (D W/ OR */O@ � (D RAMELS-11. I TO BE i �_ WON, . I ,� EVENT O1vLAF � To G`S, 11� - p 1 4 !�� "-- --4--M* " , i a 5_ " wor3 '0- � �, 1 =%. I , w : <D� I 9 - , � �` � �0_08* ul I a - PM2 _`1 I - - - I I- I- - - I ,j I I OPENING To ALWAYS I 1�1' - t�__ - I I A ��P ALINA115' BE AW �r REAR HANDLE TO FACIUTWIE .' no I I i /1, , �, - - - Z. a-Aw W:- I i I < � - " INSTALLATION To BE INSTALLED FROM i ___ - - - ___ 4 I ,�v - .. 0.250' - 11 - , I INSIDE NODF1 STRUCTURE. INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. L__ I 1. * i v i FLORIDA BUILDING CODE �HIQIT Velocity HU(rf"ne Zone) "r*, " , � I I 0 1 . -- I � __4 = DORY TIM cane Zone), < I - - --' , 02= ILTEGO, ING I COMBINED IN A`Y 'wi, TO SUIT ANY - ! - - .750'-- =To "Inm, � I.P1 Nitr�mk . E .21720 - FT, J .I. ` ' � %7�'- t ,� .4 167 - 1 20 GAOE GALVANIZED STEEL STORM PANEL I " - I i�`- STATEGIF . _3' M...j ,1 TATE OF ,*TCz, I N % - _ - . 20 GAGE GALVANIZED STEEL STORM PANEL � STEEL STORM PANEL ORAN a, /x\ I _-S 0 - 'C' . 1-1,04:,... A I �___:__ = . I I - Dw" ft. � ORN'"' ft z ". Z�1, .. Q, :�:_-� . - �. - - L __, --------I r -;: , _� z *' Q4ti - DETAIL I n/zm DRID JGLOBAL MO E I I. __ - r_: �� -) N -WL� SCAUL 1/2' - 1* %Ew r. - C.7 7,71-17- _ - __ GLOBAL PROTECTION PRODUCTS, LLC. "O"M z C, - I s HS - / -RODUCTS. LLC. __ - -- vigX�131 SIRM . 4m &W 51 STAGE, 1� =� Am Am, 5 moun _41'.*�� - CTION PRODUCTS. LLC. ""mw F � - - - \ 0 3!91"(M WM, ANGLE T STOP MR ""'��JN4, 11LIECOm STAI 0 ,i,z� m - I I L I E C 0 IN.. \ GLOBAL PROTECTIO F SX" , �,�,, -, - /7jUicomi: \ - I I' LONG 11141 k �r� TO UT TESTING * . n_ =, -%�O, - - pt 0 vo, -..., , AWT, EL =4 - - � � YIESTERIT, A tE - , ,4e-, m,"l w - 1 20-176 AV71- "NIT I95,009-74-111 F__ ON5.)w-unt, L-E ..A_ . - W=?a Aw"t (".1699-471", 20-176 < I ligt= T` , (W)m _.. 20-176 1 l , - " 110. lk ki,,i,,� I I. -1 ____ __ I om ,-, CA-0016719 - . - I - I -, . 1 mwiti ANi �4ic CA ,� ... I ..wnw I um I - I - I - DRO94 9. . ____w*r_________r___r_ . I DAW-4 -X� SEALYSITANTURZAIM ,,,,,,, ' PC Ok-000157M __j V" A.'r - JAII s, am,,moMPT."lulf , ; i - wimom, . T . , 7 ;� S, �G SE.1/s"Alu"I !m______-W�_ phown. -yus, FAX. I.)1--.111 I "',,,,,�".yiuj I , I, . .. c"' I T.O'. � 606.1-T5 fiduni. ALLOY / - z VFf G,UA , J1. PLE, I -1. WALTER X ,.to V`,NN,`W . � . 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I , ; j � . ,� _L__J_� I � � � I � � I I � I I . . 2'.4* WOOD PLATE - I i I � �218"* . ,1/32' WING NUT 2,w WOW PIATk , - . , 1 I 7/8*0 x 3/32' WING NUT - ,�, � - - � _ , " 1. REQUIRED I :' � , WAS.ER 0 6 '/A- D.C. RIEGIARED , 1 " WASHEN 0 (BEYOND) ; : , I �,� �! I -1 , , I � ; � I �� I - ) ; #I -IQ PANELMATE PLUS 11 i I -10 PANELMATE PLUS �� i ; I ,�; � I , , 0 a 144z&� IN I i�61 , , ___, � ...... To -il fig - ,__.-;1 ,�� , I I 0 P4 1 ,- 7 , I I � 2 0 6 t/4- O.C. Wyl F/j� ' - 4 � � � I , MIN I % 5 1 1 � I MIN THREADED PENETRATION � ' � � � 1 , � � Disol" , I I 7 AT WOW01H or PLI I i ; , J AT mi OF PLATE , , � I I I � � - , . , � -,--- j, - � , -_ _ , I __11 �, __-��_� 7 1. - I WALL UOUNTI INSIAUAIJON "'Os"SHORINNI 1 ON ALTARNAMM-NIN A,01,��P T14Z , 6UERN633 j REGULAR PANEL , � I s �;,S. I N& \ SCALE 3167�1' .-.� ii�%.:? Lx va' ___ :A �,�v� % SWCAU� IS/8* FLORIDA BUILDING; CODE (High Velocity Hurricane ZCETB) _ � __ - -_ -_ S .: No 4067 I z_ mm Imm W_ 20 GAGE GALVANIZED STEEL STORM PANEL FFL 1. 34STA"ITIONG ARE ONLY YAW FOR OUIUDPIGS WITH IS,O DILSON LOADS = - - :*;: '��, -. MAW W.. - =,. * ( 2 i,, . . I UP TO +55.5, -72.0 PSF AND PANEL'S LE49TH LIP TO 8'-8' Z '., t 4-?4 �' __'__ -1 O'/2"p." !; �0*. 5 Al i. i - / 11LIECOt".. \ GLOBAL PROTECTION PRODU , LLC, OAM 2- FOR NEW WOOD FRANC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Iz-el / \ `QKO SIR. 51 STREET - PINE NO, 7, W/ SPECTIC DENSITY OF 0.55 OR EQUAL 'S�O,�-� 00"'Ir' - � . ......"Ok", G.WPA.v MAE. n_ =1 � MAN. W. __AW,AN,..HA _,w, .71'J."., 20-176 "' I , I 'C ` " 0'. N,c on"'Aim, I.. i � - I His) ___ .- - Tx4 ., "EN11F, ,A_woA7 is DRAMAK, MMIIAT��It TWLYEA A, Tw �., 'L � I TAP -I. RN j . oxim 4 .m? . I - i _11] INSTALLATION, DETAILS FOR QPTION #2 FQ8 UEE 5AEETY STORM PANjL5UjEM INIQ EX151IN9 RQURED CONCRETE 1/4" TAPCON ANCHORS I f4' TAPCON ANCHORS To 91 mc. 49. CC, , I � � POURED CONCIFIETTE " POURED CONCRETE , � - I _. CQ caucam m= w CONCRETE BLOCK - REQUIRED - I Atoumm --- C j _. I �k - 1/4* 1 �� , 1/4' .11 livs _ - I I � mA.. , I ., IF I - I I -.-- t I 11 DA i r', I fffl E.Q. I I � F. + -,, - t � I - .. - - ; E.01. :�,,Ilr � I I , I � , � ,� ,� �,,� 1 I I , , . * . - , . � I I - - � .� ,�_ - .- - - i ; "� , � --mw4 !_ 414-10*0 PANEi.MATE FwS W/ � /a . A " 6 ,;�YS,2' ITING NUT WASHER OC � - - POURED CONCRETE � OR CONCRETE BLOCK PXOUIRM MOJUMI&A"AWA 0 REGULAR PANEL SCALE 3/w� 1 .. SEE SHEET I & 20 FOR ATICilm T`PE * ME"= m I/An, '/'- ___ - 04fivuh- %MOW. FOR INSTALLATIONS INTO WOOD - - T� lKie FRAME RUMNO. mi� .a" voc" Ow 2 3 MM ANCHOR SPAICAM NO MINIMUM - EDGE OWANCIF AM WONGIOM DR tlM ..;;;.- 1, NJ j 3 SCHEDULE M ED, LESS; THAN, "NSIOCTIED ON _ Mo " 1&;�� 2:i 3 5,/2 SCIIEMU ROXICE ANCHOR SPAONT IN MULTIPInING SPACING NQNM ON SCHEDULE Anxitimom � , ,� At" BY M FOLLOWING FACT011S, not THIS OPERATION 'M BE POSTROLE. MUM - _ 1.1-111.1, 'A. JIS - - _ - _ -- I _________ , VAC04 OBTAINED LOA; "C" SITN" w a y - � BE LESS THAN MINIMUM SFACW INDICATED � - - - , .-t-, � _ " - _ I 11 Yi I .OT - I YP I _ ,, , _`_ - Ill 11-1- J- !��__ ----i t"r - __ I _=4r. 1 I- soKomutow Iow M a,mLl - . � ---,- ,� - - - - �_�,_ __ , : < : 11 - , , ___�, -1- 0 � I �_ I i - � __ , ___; . I I ! I . i I 1 "77 � I I q I I � ,I r . � � ,__ I I - 1� caii, - : " � �, r _� � ! - - - -,, ; . - I ��, - - �Z. i�. , ! : - ! � � , *1 I. - I � I _l - . , ,, � I - ,__ I I 11jlii4-10�4 PANELMATt PLAA W/ fill . V3:r W*G NUT WASHER (BEYOND) - _2OU"D copim-re CA CONCINIM BLOCK REQUIRED MIIL�9 INSTALLABON 5B A UEE SAEM PANE SCALE 3/r-l' = ia _Ir � � w- -0 C13 ;. __j , � . C In . C .E , ; % .!a 4 W -1 4n , ZE . 3; - .!! .;:p " cr. 11100, ::-- 6-iij - �- T7Q) (1) I _ C_ U) -00 (1) K - , _0 > -C- C.) L__ L_ _0 (2) 0- C= 0 (3) CL 0 L_ = ca -0 a- . a) 0)75 _�� u) := = =3 Co -cu Cn Q) -0 0 -0 .iiio = 0 C) - = w L_ - 0 a- q -9 3: c = .0 U- - CIO 0 -4.- ,,-. CU CA11 ICU 0 > . . : " I C/) a) " I 0- - U) ICU C�L _,"""" I "I 1.0- = = Iiii- -0 . = w < It __ LOS I � = w = ;;- .1-- it 4 z z w mi GENERAL MOTIES: VAdjQ E-7 k" =0 PANEL SYSMM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUA7.1001 OOCUMEW (P.ED) HAS BEEN vERIFTED FOR COMPUANCE IN 81) MINIMUM EMBEDIM00 OF TAPCON ANCHORS AND FAM'"AlE FEMALEE to & PANIALAIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SKALL at 1 4/4- AS N 0 COX 6.2) to Em OF 1 4 X 7/$' CA19-IN ANCHORS SMALL BE I'; 7/0' LW,D CONCREM FOR A WIND SPEED AS At iRED By - i� JUR mm-CrION IRSTALtM ") ENISF. ENT INIMM FINISH MATERIAL SMALL BE PERMITTED, IN MODFOOK ERE THESE SHL FOR A DiRCCIR)NAUTY FACTOR Kqjr.o.at$� USINTO ASCE 7-1$ AND SHALL NO-fMEEXR&*0`LINPEmAXlMuM KSD 1/4' d-20 U SIDEWALK BOLTS MO SHALL BE LONG ENOUGH(STIOULD ANY FINISH MATERAt EXIST) TO DEWN PRESSURE RATINGS INDICATED ON SHEETS 2-4 & 26, ENIGAGE 3/4' INTO ANCHORS. IN OMER TO VERIFY THE ABOVE CONGTHON, ]ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO XS.D. DES" WIND LOADS BY MUOPLYINIC THEM BY 0.6 IN DATEM To B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I To COMPARE THESE W/ MAX. (AS4I) CESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS; SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SESIND SUCH PANELS. ANCHORAGE �N ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TR P.E,D� AS TESTED WERE HOT OVER SA ESSM, A -13X OICREASE SMALL BE AS MENTIONED IN RAI) MO IN B,2). N ALLOWABLE STRESS FOR WIND LOAD$ WAS NOT USED IN T�EIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN OF7ERMINED IN ACCORDANCE WITH MD.$- 20M (C) ANCHORS SHALL BE INSTALLET) FOLLOWING ALL OF THE RECOMMENDATIONS AND SIPtETFICATIONS, OF THE ANCHORS MANUFACTUREIT STOW PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1-4 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 0 20,32, AS PROTOCOL-- TAS-201, 11 IT SMALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERIFY THE SOUNORM OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCREM BLOCK 2 THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1W_ OPENING FROM THIC OR WOOD FRAME BUILDINGS. NSOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED 10 BE PERFORMED 12 THE INSTALLATION CONTRACTOR ft; TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT mNO/RA,N w-m-sioN rAULK Mo SEAL SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INISTALLATION S APPLICABLE TO SN43LE AND DOUBLE HUNG SFTU WINDOWS WHEN INSTALLATION IS REQUIRED TO 81� LENGTH, I PERFORMED FROM THE INSIDE OF STRUCTLIRE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND IONINC 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SL;DM STYLE *nNDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPUED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM TYE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATIENT' PENDING, S , - ALL ALUMINUM EMUSICINS TO BE 063-15 ALLOY &No TEMPER (UNLESS OTHERWISE NOTED) 15. (0) THIS PF40DUCT EVALL)AMOM DOCUMENT (P E. D.) PREPARED BY THIS ENGINEER IS QENERTC AND DOES NOT PROVIDE 6. AU. ALUMINUM SHUT METAL LISED AT CLOSURES S44L HAVE 3105-MI4 ALLOY. INFORINUATION FOR A SITE SPECIFIC PROJECT: i,v� WHERE 114F SITE CONDITIONS WAATE FROM THE PI-E.0, N CONTRACTOR TM BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INIST91ATION INCLUDING LIFE SAFM OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALSIV STEEL. ASTM A-653 GRACE SO MIT- CALVANITZED STEEL I 15 PRODUCT SASM ON THIS P E.D. PROVIDED HC/SHE DOES Nor DEVIATE FROM THE CONDITIONS DETAILED ON H , DESIGNATION W/Fy- 58S klit (AFA ROLLED)� THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7ME CONTRACTOR'S RESPONSIFAUrr, R. A" SCREWS TO BE STAINLESS STEEL 304 OR Sit, N$I SERIES OR CORROSION RESISTANT COATED CARBON STI AS PER ON (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, .50010 W1 30 k.i YIELD STRENGTH AND 00 k*1 TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING, CODE SECTICINI 2411.3.34 to) SITE SPMM PRCUEM SMALL BE PREPARED 97Y A FLORIDA REGISTEIR:0 rROINCER OR MCWTICT WHICH MUL 4. BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AISI 304 SMES STAINLESS STEEL. *TH 36 Nin MINIMUM ATIFID STRENGTH. BECOME THE ENGINEER 01 RECORD E.O.k) FOR -,Mi: PROJECT ANO WHO III DIE RESPONSIBLE FOR THE PROPER List OF TH P. D. ENGINEER OF RECORD, ACTING AS A DEUGATED 10GINEER TO THE P1.1). ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS' SUBM TO NIS LAITER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) :0 �M -ZIL _EQVff&_QQKK rjE_ (.) ING P E - SI SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE DF THE PROFESSION& ENGINEER OF - 1/4-9 TAPCON ANCHORS AS MANI)FACIVRED BY ITIN BVILDEX, INC. (MIN, P3112 D,) RECORD THAT PREPARED ft - 1/4- 0 X 7/8- CALK -IN ANCMORS� AS MANUFACTURED BY DEWALT INC. fmlhf� V3000 OQ 16. STORM PANEL MANUFAMMIEWS LAeu SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - j 1 4 - I 0 PANELMATE rEMi 10 & PATILLMAYE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION t7O9-9-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL 91: PLACED FOR EVERY OPENING. Cf,3350 p -I ) LASEUNG TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCOR ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR -ANtLMATE FEMALE 10 & AMELMATE PLUS- A2) MINIMUM EMBEDMENT Or 1/-k-t X 7/8" CALK -IN ANCHORS SHALL BE IS 71[r INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MAT54AL SHALL BE PERMITTED- i/4- 0-20 SS S40EWALK SOLIS USED SKAIL BE LONG ENOOGN(SHOULD ANY FINSH 4ATER3k EXIST) ,TO ENGAGE 3/4' INTO ANCHORS. '0101MIN, /'k'Vk A, T14Z��, + .�, t Ji,3) 114 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR . 0, ,� ...... �, �;_% FLOW, ANCHORS SHALL BE I.M FNOULOM to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL -e-kv... _**i�rlvvi�_%r? s RE AS MMNKD IN A.1) AND IN A.2)� I * . _. I (a) 1O_1x=SkmmwL_%2a_�� i� : 0,44167 I 5: = *: * � = = I . :*E - 114- 0 TAPCON ANCHORS AS AMUrACTLIPFD BY 91W BUILDVX, INC -- -.-- - z FLORIDA BUILDING CODE (High Velocity Hu cane Zone), I _� 1i - - ___ - - - - - �14' 0 X 7/8- CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC (C1500 Del.) I oz.- At I �,� il, I I' Favu, "i - rA - 1 4-10 PANEINIATE FEMALE to ANT) AMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO rDAISTRUCT17014 "_ - 20 GAGE GALVANIZED STEEL STORM PANEL ORANK R, PRODUCTS (r'PtK,2071 p,s.!.) _r - T1_ "', 1, - 07/20/=0 . I ------ I_ _ / IL ECO. GLOBAL PROTECTION PRODUCTS, LLC. DATE, - n \ ow .e S, 5mm / I W am;;UE-m Do . Fw1.1. 1= ___ - -.1 Y. - (.-.0:5.1k =11.)OW-45797 20-176 , (90 101-" NY; Mae . DRMWK:i .. ." pl, .EN,-s,GkA;.RCAMTr VALM A, ,TU,T . 9 .111 --- I [ � � - ,,, w 2. '� I g -: ........ ;�, ,x m \\ZEN,7 ,...5? 1S . . . i -, * , .* . - ' S : No. 44167 1. I FLORIDA BUfLWNC CODE (High Velocity Hu *: "Ry Hu cane Zen I * I w __ . : = .m "VEM - Ir, * f SIT: '3'-,, q�� DRAWN � , STATE 20 GAGE GALVANIZED STEEL STORM PA14EL kOA" - I '*�A =�I__�:S - _�_________________,N - - "i - 'Im ; I - ;�11' � w �_ DAIL ""'! �1� t'o- � � // 11L I E C 0.7 \ GLOBAL P"OTECT'ON PRODUCTS' LLC. On' � " - , _� - jT85AZO 1vt Vl-w I ttillf"Ololl/ �TIW * KNOWUNING CIONOMITY .;Z�, m -,= 't .1. ",ONE- (wHiow-Mi'd, ciix: CF%,A)6w-,RAf7 20-176 . __ " . � 1 4%-*4 ": P.E. SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . ') I I - - I U) _�., - - __ ______ ___ - 12.500* (EFFECTIVE WIDTH) -- ------ I ___ ---I ,." . 4 ItimfUn fZ) \ .-C r�,04) _,� �_l (SEX _: ..... r. `01-=GKS - - - I= � Z_ -- . TkErt .) �,'� " � It: - - -_ .- -1 I � O,, It . I . . I . I I I'll, ' M, 1 ! , I - : -1.3,10' - __ - '.3 � 5 - . ISOO I I ,"-- I i 9 i I i 1 �1127. f� , i ��,j I __ � I - :�� . ___\ - . / 11, - : I �72�250 0- I i ". �CTfon __\ �7 /�Llg� I / ,D�4)- ;(,'* e� __ ___ - - __ - ___6 1/4-- - - - - ___ � . � _,__L I I , .35U` '?] � i r, i I I ... , I , �. �- , ; - 1 lql 1 1 , I .. �'11 , " - , tll_.�_116 _I� . . -,,-, R 'I I - ,- a-"--j I , � ; 1-1 '_ 11 . I � I , I I ! I I i i 19 1 1 , ! 1 1 I 1 '� - � \r/ k _1� /--+--.., .073' 1 � I I I 1 I I � 1 1 _�N L - ", I -1 � I 1�0. 2.500 - � - I : I , 1 , ,I � 1---� r �� ,-,-. 0 W - . I - Z :�� , I I . \ .". M Dom. . A I A § v"FJw/1 I I 0, . eing.) I 11 � I I I � - - � , - - - :_ - ' I "k . � - "i Am W. , Ago, - // - ' GALVANIZED WEST N � ! 1.11- -1 Go X 1L* ____ -I I— - 60 x i'Ll T �', =zz=T_Qi - - , i : 1_� -I . . _C_ - , T - - -, 1N-, I .,-,. - - _�q I- I - � ' ljpAv (END PANEL) 1 1 - -� i - ., Y"' [ i FEE NM 1, 1, I BELOW ",", : ff I E _.�_ � I , � 1 7j ii" �- I I -0-0 U) _i�wv '� G-59 ckly� � , � � * ? . � I I I � i I I b 9! 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INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. 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I UP TO +55.5, -72.0 PSF AND PANEL'S LE49TH LIP TO 8'-8' Z '., t 4-?4 �' __'__ -1 O'/2"p." !; �0*. 5 Al i. i - / 11LIECOt".. \ GLOBAL PROTECTION PRODU , LLC, OAM 2- FOR NEW WOOD FRANC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Iz-el / \ `QKO SIR. 51 STREET - PINE NO, 7, W/ SPECTIC DENSITY OF 0.55 OR EQUAL 'S�O,�-� 00"'Ir' - � . ......"Ok", G.WPA.v MAE. n_ =1 � MAN. W. __AW,AN,..HA _,w, .71'J."., 20-176 "' I , I 'C ` " 0'. N,c on"'Aim, I.. i � - I His) ___ .- - Tx4 ., "EN11F, ,A_woA7 is DRAMAK, MMIIAT��It TWLYEA A, Tw �., 'L � I TAP -I. RN j . oxim 4 .m? . I - i _11] INSTALLATION, DETAILS FOR QPTION #2 FQ8 UEE 5AEETY STORM PANjL5UjEM INIQ EX151IN9 RQURED CONCRETE 1/4" TAPCON ANCHORS I f4' TAPCON ANCHORS To 91 mc. 49. CC, , I � � POURED CONCIFIETTE " POURED CONCRETE , � - I _. CQ caucam m= w CONCRETE BLOCK - REQUIRED - I Atoumm --- C j _. I �k - 1/4* 1 �� , 1/4' .11 livs _ - I I � mA.. , I ., IF I - I I -.-- t I 11 DA i r', I fffl E.Q. I I � F. + -,, - t � I - .. - - ; E.01. :�,,Ilr � I I , I � , � ,� ,� �,,� 1 I I , , . * . - , . � I I - - � .� ,�_ - .- - - i ; "� , � --mw4 !_ 414-10*0 PANEi.MATE FwS W/ � /a . A " 6 ,;�YS,2' ITING NUT WASHER OC � - - POURED CONCRETE � OR CONCRETE BLOCK PXOUIRM MOJUMI&A"AWA 0 REGULAR PANEL SCALE 3/w� 1 .. SEE SHEET I & 20 FOR ATICilm T`PE * ME"= m I/An, '/'- ___ - 04fivuh- %MOW. FOR INSTALLATIONS INTO WOOD - - T� lKie FRAME RUMNO. mi� .a" voc" Ow 2 3 MM ANCHOR SPAICAM NO MINIMUM - EDGE OWANCIF AM WONGIOM DR tlM ..;;;.- 1, NJ j 3 SCHEDULE M ED, LESS; THAN, "NSIOCTIED ON _ Mo " 1&;�� 2:i 3 5,/2 SCIIEMU ROXICE ANCHOR SPAONT IN MULTIPInING SPACING NQNM ON SCHEDULE Anxitimom � , ,� At" BY M FOLLOWING FACT011S, not THIS OPERATION 'M BE POSTROLE. MUM - _ 1.1-111.1, 'A. JIS - - _ - _ -- I _________ , VAC04 OBTAINED LOA; "C" SITN" w a y - � BE LESS THAN MINIMUM SFACW INDICATED � - - - , .-t-, � _ " - _ I 11 Yi I .OT - I YP I _ ,, , _`_ - Ill 11-1- J- !��__ ----i t"r - __ I _=4r. 1 I- soKomutow Iow M a,mLl - . � ---,- ,� - - - - �_�,_ __ , : < : 11 - , , ___�, -1- 0 � I �_ I i - � __ , ___; . I I ! I . i I 1 "77 � I I q I I � ,I r . � � ,__ I I - 1� caii, - : " � �, r _� � ! - - - -,, ; . - I ��, - - �Z. i�. , ! : - ! � � , *1 I. - I � I _l - . , ,, � I - ,__ I I 11jlii4-10�4 PANELMATt PLAA W/ fill . V3:r W*G NUT WASHER (BEYOND) - _2OU"D copim-re CA CONCINIM BLOCK REQUIRED MIIL�9 INSTALLABON 5B A UEE SAEM PANE SCALE 3/r-l' = ia _Ir � � w- -0 C13 ;. __j , � . C In . C .E , ; % .!a 4 W -1 4n , ZE . 3; - .!! .;:p " cr. 11100, ::-- 6-iij - �- T7Q) (1) I _ C_ U) -00 (1) K - , _0 > -C- C.) L__ L_ _0 (2) 0- C= 0 (3) CL 0 L_ = ca -0 a- . a) 0)75 _�� u) := = =3 Co -cu Cn Q) -0 0 -0 .iiio = 0 C) - = w L_ - 0 a- q -9 3: c = .0 U- - CIO 0 -4.- ,,-. CU CA11 ICU 0 > . . : " I C/) a) " I 0- - U) ICU C�L _,"""" I "I 1.0- = = Iiii- -0 . = w < It __ LOS I � = w = ;;- .1-- it 4 z z w mi GENERAL MOTIES: VAdjQ E-7 k" =0 PANEL SYSMM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUA7.1001 OOCUMEW (P.ED) HAS BEEN vERIFTED FOR COMPUANCE IN 81) MINIMUM EMBEDIM00 OF TAPCON ANCHORS AND FAM'"AlE FEMALEE to & PANIALAIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SKALL at 1 4/4- AS N 0 COX 6.2) to Em OF 1 4 X 7/$' CA19-IN ANCHORS SMALL BE I'; 7/0' LW,D CONCREM FOR A WIND SPEED AS At iRED By - i� JUR mm-CrION IRSTALtM ") ENISF. ENT INIMM FINISH MATERIAL SMALL BE PERMITTED, IN MODFOOK ERE THESE SHL FOR A DiRCCIR)NAUTY FACTOR Kqjr.o.at$� USINTO ASCE 7-1$ AND SHALL NO-fMEEXR&*0`LINPEmAXlMuM KSD 1/4' d-20 U SIDEWALK BOLTS MO SHALL BE LONG ENOUGH(STIOULD ANY FINISH MATERAt EXIST) TO DEWN PRESSURE RATINGS INDICATED ON SHEETS 2-4 & 26, ENIGAGE 3/4' INTO ANCHORS. IN OMER TO VERIFY THE ABOVE CONGTHON, ]ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO XS.D. DES" WIND LOADS BY MUOPLYINIC THEM BY 0.6 IN DATEM To B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I To COMPARE THESE W/ MAX. (AS4I) CESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS; SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SESIND SUCH PANELS. ANCHORAGE �N ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TR P.E,D� AS TESTED WERE HOT OVER SA ESSM, A -13X OICREASE SMALL BE AS MENTIONED IN RAI) MO IN B,2). N ALLOWABLE STRESS FOR WIND LOAD$ WAS NOT USED IN T�EIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN OF7ERMINED IN ACCORDANCE WITH MD.$- 20M (C) ANCHORS SHALL BE INSTALLET) FOLLOWING ALL OF THE RECOMMENDATIONS AND SIPtETFICATIONS, OF THE ANCHORS MANUFACTUREIT STOW PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1-4 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 0 20,32, AS PROTOCOL-- TAS-201, 11 IT SMALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERIFY THE SOUNORM OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCREM BLOCK 2 THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1W_ OPENING FROM THIC OR WOOD FRAME BUILDINGS. NSOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED 10 BE PERFORMED 12 THE INSTALLATION CONTRACTOR ft; TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT mNO/RA,N w-m-sioN rAULK Mo SEAL SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INISTALLATION S APPLICABLE TO SN43LE AND DOUBLE HUNG SFTU WINDOWS WHEN INSTALLATION IS REQUIRED TO 81� LENGTH, I PERFORMED FROM THE INSIDE OF STRUCTLIRE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND IONINC 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SL;DM STYLE *nNDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPUED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM TYE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATIENT' PENDING, S , - ALL ALUMINUM EMUSICINS TO BE 063-15 ALLOY &No TEMPER (UNLESS OTHERWISE NOTED) 15. (0) THIS PF40DUCT EVALL)AMOM DOCUMENT (P E. D.) PREPARED BY THIS ENGINEER IS QENERTC AND DOES NOT PROVIDE 6. AU. ALUMINUM SHUT METAL LISED AT CLOSURES S44L HAVE 3105-MI4 ALLOY. INFORINUATION FOR A SITE SPECIFIC PROJECT: i,v� WHERE 114F SITE CONDITIONS WAATE FROM THE PI-E.0, N CONTRACTOR TM BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INIST91ATION INCLUDING LIFE SAFM OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALSIV STEEL. ASTM A-653 GRACE SO MIT- CALVANITZED STEEL I 15 PRODUCT SASM ON THIS P E.D. PROVIDED HC/SHE DOES Nor DEVIATE FROM THE CONDITIONS DETAILED ON H , DESIGNATION W/Fy- 58S klit (AFA ROLLED)� THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7ME CONTRACTOR'S RESPONSIFAUrr, R. A" SCREWS TO BE STAINLESS STEEL 304 OR Sit, N$I SERIES OR CORROSION RESISTANT COATED CARBON STI AS PER ON (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, .50010 W1 30 k.i YIELD STRENGTH AND 00 k*1 TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING, CODE SECTICINI 2411.3.34 to) SITE SPMM PRCUEM SMALL BE PREPARED 97Y A FLORIDA REGISTEIR:0 rROINCER OR MCWTICT WHICH MUL 4. BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AISI 304 SMES STAINLESS STEEL. *TH 36 Nin MINIMUM ATIFID STRENGTH. BECOME THE ENGINEER 01 RECORD E.O.k) FOR -,Mi: PROJECT ANO WHO III DIE RESPONSIBLE FOR THE PROPER List OF TH P. D. ENGINEER OF RECORD, ACTING AS A DEUGATED 10GINEER TO THE P1.1). ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS' SUBM TO NIS LAITER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) :0 �M -ZIL _EQVff&_QQKK rjE_ (.) ING P E - SI SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE DF THE PROFESSION& ENGINEER OF - 1/4-9 TAPCON ANCHORS AS MANI)FACIVRED BY ITIN BVILDEX, INC. (MIN, P3112 D,) RECORD THAT PREPARED ft - 1/4- 0 X 7/8- CALK -IN ANCMORS� AS MANUFACTURED BY DEWALT INC. fmlhf� V3000 OQ 16. STORM PANEL MANUFAMMIEWS LAeu SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - j 1 4 - I 0 PANELMATE rEMi 10 & PATILLMAYE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION t7O9-9-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL 91: PLACED FOR EVERY OPENING. Cf,3350 p -I ) LASEUNG TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCOR ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR -ANtLMATE FEMALE 10 & AMELMATE PLUS- A2) MINIMUM EMBEDMENT Or 1/-k-t X 7/8" CALK -IN ANCHORS SHALL BE IS 71[r INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MAT54AL SHALL BE PERMITTED- i/4- 0-20 SS S40EWALK SOLIS USED SKAIL BE LONG ENOOGN(SHOULD ANY FINSH 4ATER3k EXIST) ,TO ENGAGE 3/4' INTO ANCHORS. '0101MIN, /'k'Vk A, T14Z��, + .�, t Ji,3) 114 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR . 0, ,� ...... �, �;_% FLOW, ANCHORS SHALL BE I.M FNOULOM to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL -e-kv... _**i�rlvvi�_%r? s RE AS MMNKD IN A.1) AND IN A.2)� I * . _. I (a) 1O_1x=SkmmwL_%2a_�� i� : 0,44167 I 5: = *: * � = = I . :*E - 114- 0 TAPCON ANCHORS AS AMUrACTLIPFD BY 91W BUILDVX, INC -- -.-- - z FLORIDA BUILDING CODE (High Velocity Hu cane Zone), I _� 1i - - ___ - - - - - �14' 0 X 7/8- CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC (C1500 Del.) I oz.- At I �,� il, I I' Favu, "i - rA - 1 4-10 PANEINIATE FEMALE to ANT) AMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO rDAISTRUCT17014 "_ - 20 GAGE GALVANIZED STEEL STORM PANEL ORANK R, PRODUCTS (r'PtK,2071 p,s.!.) _r - T1_ "', 1, - 07/20/=0 . I ------ I_ _ / IL ECO. GLOBAL PROTECTION PRODUCTS, LLC. DATE, - n \ ow .e S, 5mm / I W am;;UE-m Do . Fw1.1. 1= ___ - -.1 Y. - (.-.0:5.1k =11.)OW-45797 20-176 , (90 101-" NY; Mae . DRMWK:i .. ." pl, .EN,-s,GkA;.RCAMTr VALM A, ,TU,T . 9 .111 --- I [ � � - ,,, w 2. '� I g -: ........ ;�, ,x m \\ZEN,7 ,...5? 1S . . . i -, * , .* . - ' S : No. 44167 1. I FLORIDA BUfLWNC CODE (High Velocity Hu *: "Ry Hu cane Zen I * I w __ . : = .m "VEM - Ir, * f SIT: '3'-,, q�� DRAWN � , STATE 20 GAGE GALVANIZED STEEL STORM PA14EL kOA" - I '*�A =�I__�:S - _�_________________,N - - "i - 'Im ; I - ;�11' � w �_ DAIL ""'! �1� t'o- � � // 11L I E C 0.7 \ GLOBAL P"OTECT'ON PRODUCTS' LLC. On' � " - , _� - jT85AZO 1vt Vl-w I ttillf"Ololl/ �TIW * KNOWUNING CIONOMITY .;Z�, m -,= 't .1. ",ONE- (wHiow-Mi'd, ciix: CF%,A)6w-,RAf7 20-176 . __ " . � 1 4%-*4 ": P.E. SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . ') I I - - I U) _�., - - __ ______ ___ - 12.500* (EFFECTIVE WIDTH) -- ------ I ___ ---I ,." . 4 ItimfUn fZ) \ .-C r�,04) _,� �_l (SEX _: ..... r. `01-=GKS - - - I= � Z_ -- . TkErt .) �,'� " � It: - - -_ .- -1 I � O,, It . I . . I . I I I'll, ' M, 1 ! , I - : -1.3,10' - __ - '.3 � 5 - . ISOO I I ,"-- I i 9 i I i 1 �1127. f� , i ��,j I __ � I - :�� . ___\ - . / 11, - : I �72�250 0- I i ". �CTfon __\ �7 /�Llg� I / ,D�4)- ;(,'* e� __ ___ - - __ - ___6 1/4-- - - - - ___ � . � _,__L I I , .35U` '?] � i r, i I I ... , I , �. �- , ; - 1 lql 1 1 , I .. �'11 , " - , tll_.�_116 _I� . . -,,-, R 'I I - ,- a-"--j I , � ; 1-1 '_ 11 . I � I , I I ! I I i i 19 1 1 , ! 1 1 I 1 '� - � \r/ k _1� /--+--.., .073' 1 � I I I 1 I I � 1 1 _�N L - ", I -1 � I 1�0. 2.500 - � - I : I , 1 , ,I � 1---� r �� ,-,-. 0 W - . I - Z :�� , I I . \ .". M Dom. . A I A § v"FJw/1 I I 0, . eing.) I 11 � I I I � - - � , - - - :_ - ' I "k . � - "i Am W. , Ago, - // - ' GALVANIZED WEST N � ! 1.11- -1 Go X 1L* ____ -I I— - 60 x i'Ll T �', =zz=T_Qi - - , i : 1_� -I . . _C_ - , T - - -, 1N-, I .,-,. - - _�q I- I - � ' ljpAv (END PANEL) 1 1 - -� i - ., Y"' [ i FEE NM 1, 1, I BELOW ",", : ff I E _.�_ � I , � 1 7j ii" �- I I -0-0 U) _i�wv '� G-59 ckly� � , � � * ? . � I I I � i I I b 9! 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SMARKIRI W/ HEMMED EDGE, >11' I.--- , 04FOR , I 'W _'It4 __ uff I L R I T, 0- - I CL � , L I il Ll - __ E il � I -a -, " _____ , � � k7�:�� - � t:j-.j _a` 'Y' -2w/, �� 11 ,,, �', k 'Al. � I END UP- �, , , y SNEET 2, N, - i I ��VF.__ � - ==. a -, - 350* - I Ali, 1 1/2- t=uw 9 �mf I I K llv,.Jr.r I I � , - , 1... - SEE SOCTION'S. , ,,.�� - I -_ I I (D W/ OR */O@ � (D RAMELS-11. I TO BE i �_ WON, . I ,� EVENT O1vLAF � To G`S, 11� - p 1 4 !�� "-- --4--M* " , i a 5_ " wor3 '0- � �, 1 =%. I , w : <D� I 9 - , � �` � �0_08* ul I a - PM2 _`1 I - - - I I- I- - - I ,j I I OPENING To ALWAYS I 1�1' - t�__ - I I A ��P ALINA115' BE AW �r REAR HANDLE TO FACIUTWIE .' no I I i /1, , �, - - - Z. a-Aw W:- I i I < � - " INSTALLATION To BE INSTALLED FROM i ___ - - - ___ 4 I ,�v - .. 0.250' - 11 - , I INSIDE NODF1 STRUCTURE. INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. 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""mw F � - - - \ 0 3!91"(M WM, ANGLE T STOP MR ""'��JN4, 11LIECOm STAI 0 ,i,z� m - I I L I E C 0 IN.. \ GLOBAL PROTECTIO F SX" , �,�,, -, - /7jUicomi: \ - I I' LONG 11141 k �r� TO UT TESTING * . n_ =, -%�O, - - pt 0 vo, -..., , AWT, EL =4 - - � � YIESTERIT, A tE - , ,4e-, m,"l w - 1 20-176 AV71- "NIT I95,009-74-111 F__ ON5.)w-unt, L-E ..A_ . - W=?a Aw"t (".1699-471", 20-176 < I ligt= T` , (W)m _.. 20-176 1 l , - " 110. lk ki,,i,,� I I. -1 ____ __ I om ,-, CA-0016719 - . - I - I -, . 1 mwiti ANi �4ic CA ,� ... I ..wnw I um I - I - I - DRO94 9. . ____w*r_________r___r_ . I DAW-4 -X� SEALYSITANTURZAIM ,,,,,,, ' PC Ok-000157M __j V" A.'r - JAII s, am,,moMPT."lulf , ; i - wimom, . T . , 7 ;� S, �G SE.1/s"Alu"I !m______-W�_ phown. -yus, FAX. I.)1--.111 I "',,,,,�".yiuj I , I, . .. c"' I T.O'. � 606.1-T5 fiduni. ALLOY / - z VFf G,UA , J1. PLE, I -1. WALTER X ,.to V`,NN,`W . � . 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WOOD HEADER i ` , 21 I 1! : 1� I ' ", : ! REOM ED - -_ - '�. Mth �] " I REQUIRED 1, - - � i ,I- , j ,� R � __ f � 11 . : " ; I'' I (z ��, "I � � ; . � , : _11. - � , I— 1 i : cw� I . I � il L_ - - ! � I I I �� i at 4. . : - 0 , � : i . I � AM. SEPARATION : , i � � To mom , ! I � = SGNmoAUE : : i � I FXISTING ON SKEET MIT 1 1 1 - WARAT ; 'L, TAP.. GLASS- I I I TO CLASS , 1 I I 'L* M... EXIS IT— ISET ScRoua - - ; � PANEL LENGTH t ------- - -- �"' I ---- -- , - ,,�_ - PANEL LENGTH GLASr_j ON SHW 16) : (SEE NOTE I BELOW) 1/4,20�1* A I E NOTE I BELOW) 1� ! I S.S US. */ - I - - ---I 14,t - "Ill Ill I. ; i , !" 1 -7 � , j .718*0 , _111�?' ,� - -, I _�", - - I .1 NUT `_ � � : --- �_ ska I ... --- � , 11-1.1 � , - , I 11 ___ _ -1. _ , - - - _.] . � , ; , 1� � F I , ; , - 1,11, - II 111. - � - I I' � i ! ! - , ,_ , - I - � - f I � I ! i : � I , � 11 " I .. - � - � � I I �� I : i I t I �f ! : I ; � : �- I � ,. - I , I , I- -.-, - _ �- I I I I ;, __ , ___ li� . i ; I I i ; I i � I ; I � - - 0 . : : CD I � I ; I � I 7 I 1 -7 1 1 1 [ I I , I_rnr--._ � i i I . �=� I I 1� I � � 'r I* , I � I ED. � - O_ , - , I I ., - - I � Ea. - . . � I __� ___�_� -�--�mm I _. - I � -- ,� ? ___�__ �, I I - - _ , I ., ,_ r 14 __:� I I- I I t- �_u_:_ I �� I ,- -- -1 � - I I � . I , ; j � . ,� _L__J_� I � � � I � � I I � I I . . 2'.4* WOOD PLATE - I i I � �218"* . ,1/32' WING NUT 2,w WOW PIATk , - . , 1 I 7/8*0 x 3/32' WING NUT - ,�, � - - � _ , " 1. REQUIRED I :' � , WAS.ER 0 6 '/A- D.C. RIEGIARED , 1 " WASHEN 0 (BEYOND) ; : , I �,� �! I -1 , , I � ; � I �� I - ) ; #I -IQ PANELMATE PLUS 11 i I -10 PANELMATE PLUS �� i ; I ,�; � I , , 0 a 144z&� IN I i�61 , , ___, � ...... To -il fig - ,__.-;1 ,�� , I I 0 P4 1 ,- 7 , I I � 2 0 6 t/4- O.C. Wyl F/j� ' - 4 � � � I , MIN I % 5 1 1 � I MIN THREADED PENETRATION � ' � � � 1 , � � Disol" , I I 7 AT WOW01H or PLI I i ; , J AT mi OF PLATE , , � I I I � � - , . , � -,--- j, - � , -_ _ , I __11 �, __-��_� 7 1. - I WALL UOUNTI INSIAUAIJON "'Os"SHORINNI 1 ON ALTARNAMM-NIN A,01,��P T14Z , 6UERN633 j REGULAR PANEL , � I s �;,S. I N& \ SCALE 3167�1' .-.� ii�%.:? Lx va' ___ :A �,�v� % SWCAU� IS/8* FLORIDA BUILDING; CODE (High Velocity Hurricane ZCETB) _ � __ - -_ -_ S .: No 4067 I z_ mm Imm W_ 20 GAGE GALVANIZED STEEL STORM PANEL FFL 1. 34STA"ITIONG ARE ONLY YAW FOR OUIUDPIGS WITH IS,O DILSON LOADS = - - :*;: '��, -. MAW W.. - =,. * ( 2 i,, . . I UP TO +55.5, -72.0 PSF AND PANEL'S LE49TH LIP TO 8'-8' Z '., t 4-?4 �' __'__ -1 O'/2"p." !; �0*. 5 Al i. i - / 11LIECOt".. \ GLOBAL PROTECTION PRODU , LLC, OAM 2- FOR NEW WOOD FRANC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Iz-el / \ `QKO SIR. 51 STREET - PINE NO, 7, W/ SPECTIC DENSITY OF 0.55 OR EQUAL 'S�O,�-� 00"'Ir' - � . ......"Ok", G.WPA.v MAE. n_ =1 � MAN. W. __AW,AN,..HA _,w, .71'J."., 20-176 "' I , I 'C ` " 0'. N,c on"'Aim, I.. i � - I His) ___ .- - Tx4 ., "EN11F, ,A_woA7 is DRAMAK, MMIIAT��It TWLYEA A, Tw �., 'L � I TAP -I. RN j . oxim 4 .m? . I - i _11] INSTALLATION, DETAILS FOR QPTION #2 FQ8 UEE 5AEETY STORM PANjL5UjEM INIQ EX151IN9 RQURED CONCRETE 1/4" TAPCON ANCHORS I f4' TAPCON ANCHORS To 91 mc. 49. CC, , I � � POURED CONCIFIETTE " POURED CONCRETE , � - I _. CQ caucam m= w CONCRETE BLOCK - REQUIRED - I Atoumm --- C j _. I �k - 1/4* 1 �� , 1/4' .11 livs _ - I I � mA.. , I ., IF I - I I -.-- t I 11 DA i r', I fffl E.Q. I I � F. + -,, - t � I - .. - - ; E.01. :�,,Ilr � I I , I � , � ,� ,� �,,� 1 I I , , . * . - , . � I I - - � .� ,�_ - .- - - i ; "� , � --mw4 !_ 414-10*0 PANEi.MATE FwS W/ � /a . A " 6 ,;�YS,2' ITING NUT WASHER OC � - - POURED CONCRETE � OR CONCRETE BLOCK PXOUIRM MOJUMI&A"AWA 0 REGULAR PANEL SCALE 3/w� 1 .. SEE SHEET I & 20 FOR ATICilm T`PE * ME"= m I/An, '/'- ___ - 04fivuh- %MOW. FOR INSTALLATIONS INTO WOOD - - T� lKie FRAME RUMNO. mi� .a" voc" Ow 2 3 MM ANCHOR SPAICAM NO MINIMUM - EDGE OWANCIF AM WONGIOM DR tlM ..;;;.- 1, NJ j 3 SCHEDULE M ED, LESS; THAN, "NSIOCTIED ON _ Mo " 1&;�� 2:i 3 5,/2 SCIIEMU ROXICE ANCHOR SPAONT IN MULTIPInING SPACING NQNM ON SCHEDULE Anxitimom � , ,� At" BY M FOLLOWING FACT011S, not THIS OPERATION 'M BE POSTROLE. MUM - _ 1.1-111.1, 'A. JIS - - _ - _ -- I _________ , VAC04 OBTAINED LOA; "C" SITN" w a y - � BE LESS THAN MINIMUM SFACW INDICATED � - - - , .-t-, � _ " - _ I 11 Yi I .OT - I YP I _ ,, , _`_ - Ill 11-1- J- !��__ ----i t"r - __ I _=4r. 1 I- soKomutow Iow M a,mLl - . � ---,- ,� - - - - �_�,_ __ , : < : 11 - , , ___�, -1- 0 � I �_ I i - � __ , ___; . I I ! I . i I 1 "77 � I I q I I � ,I r . � � ,__ I I - 1� caii, - : " � �, r _� � ! - - - -,, ; . - I ��, - - �Z. i�. , ! : - ! � � , *1 I. - I � I _l - . , ,, � I - ,__ I I 11jlii4-10�4 PANELMATt PLAA W/ fill . V3:r W*G NUT WASHER (BEYOND) - _2OU"D copim-re CA CONCINIM BLOCK REQUIRED MIIL�9 INSTALLABON 5B A UEE SAEM PANE SCALE 3/r-l' = ia _Ir � � w- -0 C13 ;. __j , � . C In . C .E , ; % .!a 4 W -1 4n , ZE . 3; - .!! .;:p " cr. 11100, ::-- 6-iij - �- T7Q) (1) I _ C_ U) -00 (1) K - , _0 > -C- C.) L__ L_ _0 (2) 0- C= 0 (3) CL 0 L_ = ca -0 a- . a) 0)75 _�� u) := = =3 Co -cu Cn Q) -0 0 -0 .iiio = 0 C) - = w L_ - 0 a- q -9 3: c = .0 U- - CIO 0 -4.- ,,-. CU CA11 ICU 0 > . . : " I C/) a) " I 0- - U) ICU C�L _,"""" I "I 1.0- = = Iiii- -0 . = w < It __ LOS I � = w = ;;- .1-- it 4 z z w mi GENERAL MOTIES: VAdjQ E-7 k" =0 PANEL SYSMM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUA7.1001 OOCUMEW (P.ED) HAS BEEN vERIFTED FOR COMPUANCE IN 81) MINIMUM EMBEDIM00 OF TAPCON ANCHORS AND FAM'"AlE FEMALEE to & PANIALAIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SKALL at 1 4/4- AS N 0 COX 6.2) to Em OF 1 4 X 7/$' CA19-IN ANCHORS SMALL BE I'; 7/0' LW,D CONCREM FOR A WIND SPEED AS At iRED By - i� JUR mm-CrION IRSTALtM ") ENISF. ENT INIMM FINISH MATERIAL SMALL BE PERMITTED, IN MODFOOK ERE THESE SHL FOR A DiRCCIR)NAUTY FACTOR Kqjr.o.at$� USINTO ASCE 7-1$ AND SHALL NO-fMEEXR&*0`LINPEmAXlMuM KSD 1/4' d-20 U SIDEWALK BOLTS MO SHALL BE LONG ENOUGH(STIOULD ANY FINISH MATERAt EXIST) TO DEWN PRESSURE RATINGS INDICATED ON SHEETS 2-4 & 26, ENIGAGE 3/4' INTO ANCHORS. IN OMER TO VERIFY THE ABOVE CONGTHON, ]ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO XS.D. DES" WIND LOADS BY MUOPLYINIC THEM BY 0.6 IN DATEM To B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I To COMPARE THESE W/ MAX. (AS4I) CESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS; SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SESIND SUCH PANELS. ANCHORAGE �N ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TR P.E,D� AS TESTED WERE HOT OVER SA ESSM, A -13X OICREASE SMALL BE AS MENTIONED IN RAI) MO IN B,2). N ALLOWABLE STRESS FOR WIND LOAD$ WAS NOT USED IN T�EIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN OF7ERMINED IN ACCORDANCE WITH MD.$- 20M (C) ANCHORS SHALL BE INSTALLET) FOLLOWING ALL OF THE RECOMMENDATIONS AND SIPtETFICATIONS, OF THE ANCHORS MANUFACTUREIT STOW PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1-4 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 0 20,32, AS PROTOCOL-- TAS-201, 11 IT SMALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERIFY THE SOUNORM OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCREM BLOCK 2 THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1W_ OPENING FROM THIC OR WOOD FRAME BUILDINGS. NSOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED 10 BE PERFORMED 12 THE INSTALLATION CONTRACTOR ft; TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT mNO/RA,N w-m-sioN rAULK Mo SEAL SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INISTALLATION S APPLICABLE TO SN43LE AND DOUBLE HUNG SFTU WINDOWS WHEN INSTALLATION IS REQUIRED TO 81� LENGTH, I PERFORMED FROM THE INSIDE OF STRUCTLIRE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND IONINC 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SL;DM STYLE *nNDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPUED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM TYE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATIENT' PENDING, S , - ALL ALUMINUM EMUSICINS TO BE 063-15 ALLOY &No TEMPER (UNLESS OTHERWISE NOTED) 15. (0) THIS PF40DUCT EVALL)AMOM DOCUMENT (P E. D.) PREPARED BY THIS ENGINEER IS QENERTC AND DOES NOT PROVIDE 6. AU. ALUMINUM SHUT METAL LISED AT CLOSURES S44L HAVE 3105-MI4 ALLOY. INFORINUATION FOR A SITE SPECIFIC PROJECT: i,v� WHERE 114F SITE CONDITIONS WAATE FROM THE PI-E.0, N CONTRACTOR TM BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INIST91ATION INCLUDING LIFE SAFM OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALSIV STEEL. ASTM A-653 GRACE SO MIT- CALVANITZED STEEL I 15 PRODUCT SASM ON THIS P E.D. PROVIDED HC/SHE DOES Nor DEVIATE FROM THE CONDITIONS DETAILED ON H , DESIGNATION W/Fy- 58S klit (AFA ROLLED)� THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7ME CONTRACTOR'S RESPONSIFAUrr, R. A" SCREWS TO BE STAINLESS STEEL 304 OR Sit, N$I SERIES OR CORROSION RESISTANT COATED CARBON STI AS PER ON (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, .50010 W1 30 k.i YIELD STRENGTH AND 00 k*1 TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING, CODE SECTICINI 2411.3.34 to) SITE SPMM PRCUEM SMALL BE PREPARED 97Y A FLORIDA REGISTEIR:0 rROINCER OR MCWTICT WHICH MUL 4. BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AISI 304 SMES STAINLESS STEEL. *TH 36 Nin MINIMUM ATIFID STRENGTH. BECOME THE ENGINEER 01 RECORD E.O.k) FOR -,Mi: PROJECT ANO WHO III DIE RESPONSIBLE FOR THE PROPER List OF TH P. D. ENGINEER OF RECORD, ACTING AS A DEUGATED 10GINEER TO THE P1.1). ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS' SUBM TO NIS LAITER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) :0 �M -ZIL _EQVff&_QQKK rjE_ (.) ING P E - SI SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE DF THE PROFESSION& ENGINEER OF - 1/4-9 TAPCON ANCHORS AS MANI)FACIVRED BY ITIN BVILDEX, INC. (MIN, P3112 D,) RECORD THAT PREPARED ft - 1/4- 0 X 7/8- CALK -IN ANCMORS� AS MANUFACTURED BY DEWALT INC. fmlhf� V3000 OQ 16. STORM PANEL MANUFAMMIEWS LAeu SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - j 1 4 - I 0 PANELMATE rEMi 10 & PATILLMAYE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION t7O9-9-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL 91: PLACED FOR EVERY OPENING. Cf,3350 p -I ) LASEUNG TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCOR ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR -ANtLMATE FEMALE 10 & AMELMATE PLUS- A2) MINIMUM EMBEDMENT Or 1/-k-t X 7/8" CALK -IN ANCHORS SHALL BE IS 71[r INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MAT54AL SHALL BE PERMITTED- i/4- 0-20 SS S40EWALK SOLIS USED SKAIL BE LONG ENOOGN(SHOULD ANY FINSH 4ATER3k EXIST) ,TO ENGAGE 3/4' INTO ANCHORS. '0101MIN, /'k'Vk A, T14Z��, + .�, t Ji,3) 114 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR . 0, ,� ...... �, �;_% FLOW, ANCHORS SHALL BE I.M FNOULOM to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL -e-kv... _**i�rlvvi�_%r? s RE AS MMNKD IN A.1) AND IN A.2)� I * . _. I (a) 1O_1x=SkmmwL_%2a_�� i� : 0,44167 I 5: = *: * � = = I . :*E - 114- 0 TAPCON ANCHORS AS AMUrACTLIPFD BY 91W BUILDVX, INC -- -.-- - z FLORIDA BUILDING CODE (High Velocity Hu cane Zone), I _� 1i - - ___ - - - - - �14' 0 X 7/8- CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC (C1500 Del.) I oz.- At I �,� il, I I' Favu, "i - rA - 1 4-10 PANEINIATE FEMALE to ANT) AMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO rDAISTRUCT17014 "_ - 20 GAGE GALVANIZED STEEL STORM PANEL ORANK R, PRODUCTS (r'PtK,2071 p,s.!.) _r - T1_ "', 1, - 07/20/=0 . I ------ I_ _ / IL ECO. GLOBAL PROTECTION PRODUCTS, LLC. DATE, - n \ ow .e S, 5mm / I W am;;UE-m Do . Fw1.1. 1= ___ - -.1 Y. - (.-.0:5.1k =11.)OW-45797 20-176 , (90 101-" NY; Mae . DRMWK:i .. ." pl, .EN,-s,GkA;.RCAMTr VALM A, ,TU,T . 9 .111 --- I [ � � - ,,, w 2. '� I g -: ........ ;�, ,x m \\ZEN,7 ,...5? 1S . . . i -, * , .* . - ' S : No. 44167 1. I FLORIDA BUfLWNC CODE (High Velocity Hu *: "Ry Hu cane Zen I * I w __ . : = .m "VEM - Ir, * f SIT: '3'-,, q�� DRAWN � , STATE 20 GAGE GALVANIZED STEEL STORM PA14EL kOA" - I '*�A =�I__�:S - _�_________________,N - - "i - 'Im ; I - ;�11' � w �_ DAIL ""'! �1� t'o- � � // 11L I E C 0.7 \ GLOBAL P"OTECT'ON PRODUCTS' LLC. On' � " - , _� - jT85AZO 1vt Vl-w I ttillf"Ololl/ �TIW * KNOWUNING CIONOMITY .;Z�, m -,= 't .1. ",ONE- (wHiow-Mi'd, ciix: CF%,A)6w-,RAf7 20-176 . __ " . � 1 4%-*4 ": P.E. SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . ') I I - - I U) _�., - - __ ______ ___ - 12.500* (EFFECTIVE WIDTH) -- ------ I ___ ---I ,." . 4 ItimfUn fZ) \ .-C r�,04) _,� �_l (SEX _: ..... r. `01-=GKS - - - I= � Z_ -- . TkErt .) �,'� " � It: - - -_ .- -1 I � O,, It . I . . I . I I I'll, ' M, 1 ! , I - : -1.3,10' - __ - '.3 � 5 - . ISOO I I ,"-- I i 9 i I i 1 �1127. f� , i ��,j I __ � I - :�� . ___\ - . / 11, - : I �72�250 0- I i ". �CTfon __\ �7 /�Llg� I / ,D�4)- ;(,'* e� __ ___ - - __ - ___6 1/4-- - - - - ___ � . � _,__L I I , .35U` '?] � i r, i I I ... , I , �. �- , ; - 1 lql 1 1 , I .. �'11 , " - , tll_.�_116 _I� . . -,,-, R 'I I - ,- a-"--j I , � ; 1-1 '_ 11 . I � I , I I ! I I i i 19 1 1 , ! 1 1 I 1 '� - � \r/ k _1� /--+--.., .073' 1 � I I I 1 I I � 1 1 _�N L - ", I -1 � I 1�0. 2.500 - � - I : I , 1 , ,I � 1---� r �� ,-,-. 0 W - . I - Z :�� , I I . \ .". M Dom. . A I A § v"FJw/1 I I 0, . eing.) I 11 � I I I � - - � , - - - :_ - ' I "k . � - "i Am W. , Ago, - // - ' GALVANIZED WEST N � ! 1.11- -1 Go X 1L* ____ -I I— - 60 x i'Ll T �', =zz=T_Qi - - , i : 1_� -I . . _C_ - , T - - -, 1N-, I .,-,. - - _�q I- I - � ' ljpAv (END PANEL) 1 1 - -� i - ., Y"' [ i FEE NM 1, 1, I BELOW ",", : ff I E _.�_ � I , � 1 7j ii" �- I I -0-0 U) _i�wv '� G-59 ckly� � , � � * ? . � I I I � i I I b 9! I "'_�,_ �,"�. / 5't' �, i i : I U-11 � I . I- ,. - - - .ps- , -_ I, I � i i I -11, 711 -4. 1 1 - �� U)" NAK AR' I , I ,N I L A \�46.8` � � P , . 1 , -�, A i I I � � , 1: � 4 11 11 ":,-, ,,� � J ----(5) I , I.j 1 Lol N___,7___ -1 - _ - . I , _4_3k"_; , 0 1 i i T � . I I � H . R" i I ,4, 1 1 I TIED 4 i I ; � ,I � - w e 'r I - I I Cu I - � . - � - ___ '1� i i I f/4*�; _I�Vjitl � I I � " � I __ . __ � ...... � - --- - 6.250" .- I ."1111, "---J � j i , , , ` � __/.__,4 'q� 1 1 I I I I I I I 11 I , . I I � ,. j -*--a ,*--2�470 1;�'- � I i i i i . � ! , I ! i I I , I __01 .1 I ur V I .11-__"_T',, - , l'i ] � +_�_ VE_ I I __ . 'r" - -1 Igium. I:., AT/ i � -� - ___ - _� Q 1 I � , w/. I] .... i I , ,_& 1 j) 2,00' 1 1 1 � � , A 3 32 w"m � I'll I - � - J_ - ._ , -_ - I � I I .1 - r I - - I U It _111 I! 1 -1 I � , I I � _1 I i , , _11- -mi-Imm-f i ! I I , � I I , 1 ISO, I, i 1* , 1* H I -i i � =3 ::� � , -2 � , - ,� 2.244F VSMD PARW .OR PANEL) 0110" PANEL, , T I, - If - MANOR PANQ T C. -- - , - I - ASTMI A-653 S:N2!; 1 � (END P EL - - -- - � Typ. 1� �� SEE NOTE z 3. 4 BELOW I -I I Tiam 2 .3� it W-*. Sg N)TE 2. 3i 4 BELOW 41 z; ... *1 Nc ,. LLI ! 1 1 11! I _7�L , \' ' 12,241- : I . - I - I L I � I : F - - i _�l -7 , i " W I o* , I i , � , i ; � ! - 1 ! I = I , _, � -:1 - I .mWev - 1 1 I I I I i � 21 _ - 7"OO, -/--";r-\ /0030' WK THOOK\ E � 3 -100' - - In I Typ. � - EA- j , � � , I � ! � I I I I I I ,�! �611 �� I . - L11- �=D 2,500' .' '7" I', __ `7 _ _ 11 ! L 11".w.- 1111 I � I " I a) DET, , " OIL 1% GRADE 50 MAI UM DETAIL �j �_ � I I ! I I i I i i I I � I I I I I I I , I i .�-_� I _t�* %� ; ii,� I , 1. I A \ I I \-.;;_ � I I I mw _', ./ I 11 1 1 (D STORM PANE I I I 11 I I �, ,3 , I - - � 1 � t - Tul- _�i 11,11i ,_ 1, , � - �� 40 x v -r- I � 1111; ' _'� �.� - "i I F! "I f I -1 � I I � 0 9 iL. , � i --y- - ___r11_ � I I , I 1 � -�! 'i[ i � 1 _T_ Ilf-I ...... IjTT- Tl I !" Tj +' +�j L I 9 j � H , ,T I F 1�, � I r � : 5 I I � i I � ! ! I � � I I ! i . k I I " I - ]� I 1 SOL a -- I . "', S REVERSED *W* TE CK _H141L I I i i i4i4� t , I i I __CI I __ _01M dl� L I -.E -. A � I SHOI., Z5 11 F I 1 � j 1 i I _+I__[ - � I 1 WKETULE i y r I I I 0 A--f7- i -- -i--'--�-------�----------,r--7,--- --. --.-- � I _ I 4 , 1� - =___=_:� - - I/.-.-;wjT' 1 N'-x '/ - I I PAREIMAIT qYP) MR WA,. - I I_ - - WE 'e"U"' - , -r I i SEE NOTE 4 BELOW ',� I Vy , � I I/ -�2.V,I- ",D uwW 1�_ WRG,TEO_l -- - . . �SPAAGIDN ON :S= � ..7 i MR CONCRETE AMCHO;m SEE , To MAM . 10 OLAM IN sAci, ./ GLAS& I _.gW §CKODM1: ON SHEET n , WOOD SCREW-,., , FOA W. SMARKIRI W/ HEMMED EDGE, >11' I.--- , 04FOR , I 'W _'It4 __ uff I L R I T, 0- - I CL � , L I il Ll - __ E il � I -a -, " _____ , � � k7�:�� - � t:j-.j _a` 'Y' -2w/, �� 11 ,,, �', k 'Al. � I END UP- �, , , y SNEET 2, N, - i I ��VF.__ � - ==. a -, - 350* - I Ali, 1 1/2- t=uw 9 �mf I I K llv,.Jr.r I I � , - , 1... - SEE SOCTION'S. , ,,.�� - I -_ I I (D W/ OR */O@ � (D RAMELS-11. I TO BE i �_ WON, . I ,� EVENT O1vLAF � To G`S, 11� - p 1 4 !�� "-- --4--M* " , i a 5_ " wor3 '0- � �, 1 =%. I , w : <D� I 9 - , � �` � �0_08* ul I a - PM2 _`1 I - - - I I- I- - - I ,j I I OPENING To ALWAYS I 1�1' - t�__ - I I A ��P ALINA115' BE AW �r REAR HANDLE TO FACIUTWIE .' no I I i /1, , �, - - - Z. a-Aw W:- I i I < � - " INSTALLATION To BE INSTALLED FROM i ___ - - - ___ 4 I ,�v - .. 0.250' - 11 - , I INSIDE NODF1 STRUCTURE. INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. L__ I 1. * i v i FLORIDA BUILDING CODE �HIQIT Velocity HU(rf"ne Zone) "r*, " , � I I 0 1 . -- I � __4 = DORY TIM cane Zone), < I - - --' , 02= ILTEGO, ING I COMBINED IN A`Y 'wi, TO SUIT ANY - ! - - .750'-- =To "Inm, � I.P1 Nitr�mk . E .21720 - FT, J .I. ` ' � %7�'- t ,� .4 167 - 1 20 GAOE GALVANIZED STEEL STORM PANEL I " - I i�`- STATEGIF . _3' M...j ,1 TATE OF ,*TCz, I N % - _ - . 20 GAGE GALVANIZED STEEL STORM PANEL � STEEL STORM PANEL ORAN a, /x\ I _-S 0 - 'C' . 1-1,04:,... A I �___:__ = . I I - Dw" ft. � ORN'"' ft z ". Z�1, .. Q, :�:_-� . - �. - - L __, --------I r -;: , _� z *' Q4ti - DETAIL I n/zm DRID JGLOBAL MO E I I. __ - r_: �� -) N -WL� SCAUL 1/2' - 1* %Ew r. - C.7 7,71-17- _ - __ GLOBAL PROTECTION PRODUCTS, LLC. "O"M z C, - I s HS - / -RODUCTS. LLC. __ - -- vigX�131 SIRM . 4m &W 51 STAGE, 1� =� Am Am, 5 moun _41'.*�� - CTION PRODUCTS. LLC. ""mw F � - - - \ 0 3!91"(M WM, ANGLE T STOP MR ""'��JN4, 11LIECOm STAI 0 ,i,z� m - I I L I E C 0 IN.. \ GLOBAL PROTECTIO F SX" , �,�,, -, - /7jUicomi: \ - I I' LONG 11141 k �r� TO UT TESTING * . n_ =, -%�O, - - pt 0 vo, -..., , AWT, EL =4 - - � � YIESTERIT, A tE - , ,4e-, m,"l w - 1 20-176 AV71- "NIT I95,009-74-111 F__ ON5.)w-unt, L-E ..A_ . - W=?a Aw"t (".1699-471", 20-176 < I ligt= T` , (W)m _.. 20-176 1 l , - " 110. lk ki,,i,,� I I. -1 ____ __ I om ,-, CA-0016719 - . - I - I -, . 1 mwiti ANi �4ic CA ,� ... I ..wnw I um I - I - I - DRO94 9. . ____w*r_________r___r_ . I DAW-4 -X� SEALYSITANTURZAIM ,,,,,,, ' PC Ok-000157M __j V" A.'r - JAII s, am,,moMPT."lulf , ; i - wimom, . T . , 7 ;� S, �G SE.1/s"Alu"I !m______-W�_ phown. -yus, FAX. I.)1--.111 I "',,,,,�".yiuj I , I, . .. c"' I T.O'. � 606.1-T5 fiduni. ALLOY / - z VFf G,UA , J1. PLE, I -1. WALTER X ,.to V`,NN,`W . � . W - I - I 5, mut I - I ' ' _' 'A&r ON g7L , 11 ''I I "tMap". ; 'ati� _ I - i_.L_j___-. - I I .., 11 - �+- 9-90 IF 23 0- __." ------ - ZL±:a = I I I I C= 4= 01 C-4 >4 CL N. x C SHEET NO. SH 1.2 - .. - - ; E.01. :�,,Ilr � I I , I � , � ,� ,� �,,� 1 I I , , . * . - , . � I I - - � .� ,�_ - .- - - i ; "� , � --mw4 !_ 414-10*0 PANEi.MATE FwS W/ � /a . A " 6 ,;�YS,2' ITING NUT WASHER OC � - - POURED CONCRETE � OR CONCRETE BLOCK PXOUIRM MOJUMI&A"AWA 0 REGULAR PANEL SCALE 3/w� 1 .. SEE SHEET I & 20 FOR ATICilm T`PE * ME"= m I/An, '/'- ___ - 04fivuh- %MOW. FOR INSTALLATIONS INTO WOOD - - T� lKie FRAME RUMNO. mi� .a" voc" Ow 2 3 MM ANCHOR SPAICAM NO MINIMUM - EDGE OWANCIF AM WONGIOM DR tlM ..;;;.- 1, NJ j 3 SCHEDULE M ED, LESS; THAN, "NSIOCTIED ON _ Mo " 1&;�� 2:i 3 5,/2 SCIIEMU ROXICE ANCHOR SPAONT IN MULTIPInING SPACING NQNM ON SCHEDULE Anxitimom � , ,� At" BY M FOLLOWING FACT011S, not THIS OPERATION 'M BE POSTROLE. MUM - _ 1.1-111.1, 'A. JIS - - _ - _ -- I _________ , VAC04 OBTAINED LOA; "C" SITN" w a y - � BE LESS THAN MINIMUM SFACW INDICATED � - - - , .-t-, � _ " - _ I 11 Yi I .OT - I YP I _ ,, , _`_ - Ill 11-1- J- !��__ ----i t"r - __ I _=4r. 1 I- soKomutow Iow M a,mLl - . � ---,- ,� - - - - �_�,_ __ , : < : 11 - , , ___�, -1- 0 � I �_ I i - � __ , ___; . I I ! I . i I 1 "77 � I I q I I � ,I r . � � ,__ I I - 1� caii, - : " � �, r _� � ! - - - -,, ; . - I ��, - - �Z. i�. , ! : - ! � � , *1 I. - I � I _l - . , ,, � I - ,__ I I 11jlii4-10�4 PANELMATt PLAA W/ fill . V3:r W*G NUT WASHER (BEYOND) - _2OU"D copim-re CA CONCINIM BLOCK REQUIRED MIIL�9 INSTALLABON 5B A UEE SAEM PANE SCALE 3/r-l' = ia _Ir � � w- -0 C13 ;. __j , � . C In . C .E , ; % .!a 4 W -1 4n , ZE . 3; - .!! .;:p " cr. 11100, ::-- 6-iij - �- T7Q) (1) I _ C_ U) -00 (1) K - , _0 > -C- C.) L__ L_ _0 (2) 0- C= 0 (3) CL 0 L_ = ca -0 a- . a) 0)75 _�� u) := = =3 Co -cu Cn Q) -0 0 -0 .iiio = 0 C) - = w L_ - 0 a- q -9 3: c = .0 U- - CIO 0 -4.- ,,-. CU CA11 ICU 0 > . . : " I C/) a) " I 0- - U) ICU C�L _,"""" I "I 1.0- = = Iiii- -0 . = w < It __ LOS I � = w = ;;- .1-- it 4 z z w mi GENERAL MOTIES: VAdjQ E-7 k" =0 PANEL SYSMM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUA7.1001 OOCUMEW (P.ED) HAS BEEN vERIFTED FOR COMPUANCE IN 81) MINIMUM EMBEDIM00 OF TAPCON ANCHORS AND FAM'"AlE FEMALEE to & PANIALAIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SKALL at 1 4/4- AS N 0 COX 6.2) to Em OF 1 4 X 7/$' CA19-IN ANCHORS SMALL BE I'; 7/0' LW,D CONCREM FOR A WIND SPEED AS At iRED By - i� JUR mm-CrION IRSTALtM ") ENISF. ENT INIMM FINISH MATERIAL SMALL BE PERMITTED, IN MODFOOK ERE THESE SHL FOR A DiRCCIR)NAUTY FACTOR Kqjr.o.at$� USINTO ASCE 7-1$ AND SHALL NO-fMEEXR&*0`LINPEmAXlMuM KSD 1/4' d-20 U SIDEWALK BOLTS MO SHALL BE LONG ENOUGH(STIOULD ANY FINISH MATERAt EXIST) TO DEWN PRESSURE RATINGS INDICATED ON SHEETS 2-4 & 26, ENIGAGE 3/4' INTO ANCHORS. IN OMER TO VERIFY THE ABOVE CONGTHON, ]ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO XS.D. DES" WIND LOADS BY MUOPLYINIC THEM BY 0.6 IN DATEM To B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I To COMPARE THESE W/ MAX. (AS4I) CESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS; SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SESIND SUCH PANELS. ANCHORAGE �N ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TR P.E,D� AS TESTED WERE HOT OVER SA ESSM, A -13X OICREASE SMALL BE AS MENTIONED IN RAI) MO IN B,2). N ALLOWABLE STRESS FOR WIND LOAD$ WAS NOT USED IN T�EIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN OF7ERMINED IN ACCORDANCE WITH MD.$- 20M (C) ANCHORS SHALL BE INSTALLET) FOLLOWING ALL OF THE RECOMMENDATIONS AND SIPtETFICATIONS, OF THE ANCHORS MANUFACTUREIT STOW PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1-4 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 0 20,32, AS PROTOCOL-- TAS-201, 11 IT SMALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERIFY THE SOUNORM OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCREM BLOCK 2 THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1W_ OPENING FROM THIC OR WOOD FRAME BUILDINGS. NSOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED 10 BE PERFORMED 12 THE INSTALLATION CONTRACTOR ft; TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT mNO/RA,N w-m-sioN rAULK Mo SEAL SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INISTALLATION S APPLICABLE TO SN43LE AND DOUBLE HUNG SFTU WINDOWS WHEN INSTALLATION IS REQUIRED TO 81� LENGTH, I PERFORMED FROM THE INSIDE OF STRUCTLIRE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND IONINC 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SL;DM STYLE *nNDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPUED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM TYE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATIENT' PENDING, S , - ALL ALUMINUM EMUSICINS TO BE 063-15 ALLOY &No TEMPER (UNLESS OTHERWISE NOTED) 15. (0) THIS PF40DUCT EVALL)AMOM DOCUMENT (P E. D.) PREPARED BY THIS ENGINEER IS QENERTC AND DOES NOT PROVIDE 6. AU. ALUMINUM SHUT METAL LISED AT CLOSURES S44L HAVE 3105-MI4 ALLOY. INFORINUATION FOR A SITE SPECIFIC PROJECT: i,v� WHERE 114F SITE CONDITIONS WAATE FROM THE PI-E.0, N CONTRACTOR TM BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INIST91ATION INCLUDING LIFE SAFM OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALSIV STEEL. ASTM A-653 GRACE SO MIT- CALVANITZED STEEL I 15 PRODUCT SASM ON THIS P E.D. PROVIDED HC/SHE DOES Nor DEVIATE FROM THE CONDITIONS DETAILED ON H , DESIGNATION W/Fy- 58S klit (AFA ROLLED)� THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7ME CONTRACTOR'S RESPONSIFAUrr, R. A" SCREWS TO BE STAINLESS STEEL 304 OR Sit, N$I SERIES OR CORROSION RESISTANT COATED CARBON STI AS PER ON (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, .50010 W1 30 k.i YIELD STRENGTH AND 00 k*1 TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING, CODE SECTICINI 2411.3.34 to) SITE SPMM PRCUEM SMALL BE PREPARED 97Y A FLORIDA REGISTEIR:0 rROINCER OR MCWTICT WHICH MUL 4. BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AISI 304 SMES STAINLESS STEEL. *TH 36 Nin MINIMUM ATIFID STRENGTH. BECOME THE ENGINEER 01 RECORD E.O.k) FOR -,Mi: PROJECT ANO WHO III DIE RESPONSIBLE FOR THE PROPER List OF TH P. D. ENGINEER OF RECORD, ACTING AS A DEUGATED 10GINEER TO THE P1.1). ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS' SUBM TO NIS LAITER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) :0 �M -ZIL _EQVff&_QQKK rjE_ (.) ING P E - SI SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE DF THE PROFESSION& ENGINEER OF - 1/4-9 TAPCON ANCHORS AS MANI)FACIVRED BY ITIN BVILDEX, INC. (MIN, P3112 D,) RECORD THAT PREPARED ft - 1/4- 0 X 7/8- CALK -IN ANCMORS� AS MANUFACTURED BY DEWALT INC. fmlhf� V3000 OQ 16. STORM PANEL MANUFAMMIEWS LAeu SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - j 1 4 - I 0 PANELMATE rEMi 10 & PATILLMAYE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION t7O9-9-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL 91: PLACED FOR EVERY OPENING. Cf,3350 p -I ) LASEUNG TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCOR ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR -ANtLMATE FEMALE 10 & AMELMATE PLUS- A2) MINIMUM EMBEDMENT Or 1/-k-t X 7/8" CALK -IN ANCHORS SHALL BE IS 71[r INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MAT54AL SHALL BE PERMITTED- i/4- 0-20 SS S40EWALK SOLIS USED SKAIL BE LONG ENOOGN(SHOULD ANY FINSH 4ATER3k EXIST) ,TO ENGAGE 3/4' INTO ANCHORS. '0101MIN, /'k'Vk A, T14Z��, + .�, t Ji,3) 114 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR . 0, ,� ...... �, �;_% FLOW, ANCHORS SHALL BE I.M FNOULOM to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL -e-kv... _**i�rlvvi�_%r? s RE AS MMNKD IN A.1) AND IN A.2)� I * . _. I (a) 1O_1x=SkmmwL_%2a_�� i� : 0,44167 I 5: = *: * � = = I . :*E - 114- 0 TAPCON ANCHORS AS AMUrACTLIPFD BY 91W BUILDVX, INC -- -.-- - z FLORIDA BUILDING CODE (High Velocity Hu cane Zone), I _� 1i - - ___ - - - - - �14' 0 X 7/8- CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC (C1500 Del.) I oz.- At I �,� il, I I' Favu, "i - rA - 1 4-10 PANEINIATE FEMALE to ANT) AMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO rDAISTRUCT17014 "_ - 20 GAGE GALVANIZED STEEL STORM PANEL ORANK R, PRODUCTS (r'PtK,2071 p,s.!.) _r - T1_ "', 1, - 07/20/=0 . I ------ I_ _ / IL ECO. GLOBAL PROTECTION PRODUCTS, LLC. DATE, - n \ ow .e S, 5mm / I W am;;UE-m Do . Fw1.1. 1= ___ - -.1 Y. - (.-.0:5.1k =11.)OW-45797 20-176 , (90 101-" NY; Mae . DRMWK:i .. ." pl, .EN,-s,GkA;.RCAMTr VALM A, ,TU,T . 9 .111 --- I [ � � - ,,, w 2. '� I g -: ........ ;�, ,x m \\ZEN,7 ,...5? 1S . . . i -, * , .* . - ' S : No. 44167 1. I FLORIDA BUfLWNC CODE (High Velocity Hu *: "Ry Hu cane Zen I * I w __ . : = .m "VEM - Ir, * f SIT: '3'-,, q�� DRAWN � , STATE 20 GAGE GALVANIZED STEEL STORM PA14EL kOA" - I '*�A =�I__�:S - _�_________________,N - - "i - 'Im ; I - ;�11' � w �_ DAIL ""'! �1� t'o- � � // 11L I E C 0.7 \ GLOBAL P"OTECT'ON PRODUCTS' LLC. On' � " - , _� - jT85AZO 1vt Vl-w I ttillf"Ololl/ �TIW * KNOWUNING CIONOMITY .;Z�, m -,= 't .1. ",ONE- (wHiow-Mi'd, ciix: CF%,A)6w-,RAf7 20-176 . __ " . � 1 4%-*4 ": P.E. SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . ') I I - - I U) _�., - - __ ______ ___ - 12.500* (EFFECTIVE WIDTH) -- ------ I ___ ---I ,." . 4 ItimfUn fZ) \ .-C r�,04) _,� �_l (SEX _: ..... r. `01-=GKS - - - I= � Z_ -- . TkErt .) �,'� " � It: - - -_ .- -1 I � O,, It . I . . I . I I I'll, ' M, 1 ! , I - : -1.3,10' - __ - '.3 � 5 - . ISOO I I ,"-- I i 9 i I i 1 �1127. f� , i ��,j I __ � I - :�� . ___\ - . / 11, - : I �72�250 0- I i ". �CTfon __\ �7 /�Llg� I / ,D�4)- ;(,'* e� __ ___ - - __ - ___6 1/4-- - - - - ___ � . � _,__L I I , .35U` '?] � i r, i I I ... , I , �. �- , ; - 1 lql 1 1 , I .. �'11 , " - , tll_.�_116 _I� . . -,,-, R 'I I - ,- a-"--j I , � ; 1-1 '_ 11 . I � I , I I ! I I i i 19 1 1 , ! 1 1 I 1 '� - � \r/ k _1� /--+--.., .073' 1 � I I I 1 I I � 1 1 _�N L - ", I -1 � I 1�0. 2.500 - � - I : I , 1 , ,I � 1---� r �� ,-,-. 0 W - . I - Z :�� , I I . \ .". M Dom. . A I A § v"FJw/1 I I 0, . eing.) I 11 � I I I � - - � , - - - :_ - ' I "k . � - "i Am W. , Ago, - // - ' GALVANIZED WEST N � ! 1.11- -1 Go X 1L* ____ -I I— - 60 x i'Ll T �', =zz=T_Qi - - , i : 1_� -I . . _C_ - , T - - -, 1N-, I .,-,. - - _�q I- I - � ' ljpAv (END PANEL) 1 1 - -� i - ., Y"' [ i FEE NM 1, 1, I BELOW ",", : ff I E _.�_ � I , � 1 7j ii" �- I I -0-0 U) _i�wv '� G-59 ckly� � , � � * ? . � I I I � i I I b 9! 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SMARKIRI W/ HEMMED EDGE, >11' I.--- , 04FOR , I 'W _'It4 __ uff I L R I T, 0- - I CL � , L I il Ll - __ E il � I -a -, " _____ , � � k7�:�� - � t:j-.j _a` 'Y' -2w/, �� 11 ,,, �', k 'Al. � I END UP- �, , , y SNEET 2, N, - i I ��VF.__ � - ==. a -, - 350* - I Ali, 1 1/2- t=uw 9 �mf I I K llv,.Jr.r I I � , - , 1... - SEE SOCTION'S. , ,,.�� - I -_ I I (D W/ OR */O@ � (D RAMELS-11. I TO BE i �_ WON, . I ,� EVENT O1vLAF � To G`S, 11� - p 1 4 !�� "-- --4--M* " , i a 5_ " wor3 '0- � �, 1 =%. I , w : <D� I 9 - , � �` � �0_08* ul I a - PM2 _`1 I - - - I I- I- - - I ,j I I OPENING To ALWAYS I 1�1' - t�__ - I I A ��P ALINA115' BE AW �r REAR HANDLE TO FACIUTWIE .' no I I i /1, , �, - - - Z. a-Aw W:- I i I < � - " INSTALLATION To BE INSTALLED FROM i ___ - - - ___ 4 I ,�v - .. 0.250' - 11 - , I INSIDE NODF1 STRUCTURE. INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. L__ I 1. * i v i FLORIDA BUILDING CODE �HIQIT Velocity HU(rf"ne Zone) "r*, " , � I I 0 1 . -- I � __4 = DORY TIM cane Zone), < I - - --' , 02= ILTEGO, ING I COMBINED IN A`Y 'wi, TO SUIT ANY - ! - - .750'-- =To "Inm, � I.P1 Nitr�mk . E .21720 - FT, J .I. ` ' � %7�'- t ,� .4 167 - 1 20 GAOE GALVANIZED STEEL STORM PANEL I " - I i�`- STATEGIF . _3' M...j ,1 TATE OF ,*TCz, I N % - _ - . 20 GAGE GALVANIZED STEEL STORM PANEL � STEEL STORM PANEL ORAN a, /x\ I _-S 0 - 'C' . 1-1,04:,... A I �___:__ = . I I - Dw" ft. � ORN'"' ft z ". Z�1, .. Q, :�:_-� . - �. - - L __, --------I r -;: , _� z *' Q4ti - DETAIL I n/zm DRID JGLOBAL MO E I I. __ - r_: �� -) N -WL� SCAUL 1/2' - 1* %Ew r. - C.7 7,71-17- _ - __ GLOBAL PROTECTION PRODUCTS, LLC. "O"M z C, - I s HS - / -RODUCTS. LLC. __ - -- vigX�131 SIRM . 4m &W 51 STAGE, 1� =� Am Am, 5 moun _41'.*�� - CTION PRODUCTS. LLC. ""mw F � - - - \ 0 3!91"(M WM, ANGLE T STOP MR ""'��JN4, 11LIECOm STAI 0 ,i,z� m - I I L I E C 0 IN.. \ GLOBAL PROTECTIO F SX" , �,�,, -, - /7jUicomi: \ - I I' LONG 11141 k �r� TO UT TESTING * . n_ =, -%�O, - - pt 0 vo, -..., , AWT, EL =4 - - � � YIESTERIT, A tE - , ,4e-, m,"l w - 1 20-176 AV71- "NIT I95,009-74-111 F__ ON5.)w-unt, L-E ..A_ . - W=?a Aw"t (".1699-471", 20-176 < I ligt= T` , (W)m _.. 20-176 1 l , - " 110. lk ki,,i,,� I I. -1 ____ __ I om ,-, CA-0016719 - . - I - I -, . 1 mwiti ANi �4ic CA ,� ... I ..wnw I um I - I - I - DRO94 9. . ____w*r_________r___r_ . I DAW-4 -X� SEALYSITANTURZAIM ,,,,,,, ' PC Ok-000157M __j V" A.'r - JAII s, am,,moMPT."lulf , ; i - wimom, . T . , 7 ;� S, �G SE.1/s"Alu"I !m______-W�_ phown. -yus, FAX. I.)1--.111 I "',,,,,�".yiuj I , I, . .. c"' I T.O'. � 606.1-T5 fiduni. ALLOY / - z VFf G,UA , J1. PLE, I -1. WALTER X ,.to V`,NN,`W . � . W - I - I 5, mut I - I ' ' _' 'A&r ON g7L , 11 ''I I "tMap". ; 'ati� _ I - i_.L_j___-. - I I .., 11 - �+- 9-90 IF 23 0- __." ------ - ZL±:a = I I I I C= 4= 01 C-4 >4 CL N. x C SHEET NO. SH 1.2 0 � I �_ I i - � __ , ___; . I I ! I . i I 1 "77 � I I q I I � ,I r . � � ,__ I I - 1� caii, - : " � �, r _� � ! - - - -,, ; . - I ��, - - �Z. i�. , ! : - ! � � , *1 I. - I � I _l - . , ,, � I - ,__ I I 11jlii4-10�4 PANELMATt PLAA W/ fill . V3:r W*G NUT WASHER (BEYOND) - _2OU"D copim-re CA CONCINIM BLOCK REQUIRED MIIL�9 INSTALLABON 5B A UEE SAEM PANE SCALE 3/r-l' = ia _Ir � � w- -0 C13 ;. __j , � . C In . C .E , ; % .!a 4 W -1 4n , ZE . 3; - .!! .;:p " cr. 11100, ::-- 6-iij - �- T7Q) (1) I _ C_ U) -00 (1) K - , _0 > -C- C.) L__ L_ _0 (2) 0- C= 0 (3) CL 0 L_ = ca -0 a- . a) 0)75 _�� u) := = =3 Co -cu Cn Q) -0 0 -0 .iiio = 0 C) - = w L_ - 0 a- q -9 3: c = .0 U- - CIO 0 -4.- ,,-. CU CA11 ICU 0 > . . : " I C/) a) " I 0- - U) ICU C�L _,"""" I "I 1.0- = = Iiii- -0 . = w < It __ LOS I � = w = ;;- .1-- it 4 z z w mi GENERAL MOTIES: VAdjQ E-7 k" =0 PANEL SYSMM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUA7.1001 OOCUMEW (P.ED) HAS BEEN vERIFTED FOR COMPUANCE IN 81) MINIMUM EMBEDIM00 OF TAPCON ANCHORS AND FAM'"AlE FEMALEE to & PANIALAIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SKALL at 1 4/4- AS N 0 COX 6.2) to Em OF 1 4 X 7/$' CA19-IN ANCHORS SMALL BE I'; 7/0' LW,D CONCREM FOR A WIND SPEED AS At iRED By - i� JUR mm-CrION IRSTALtM ") ENISF. ENT INIMM FINISH MATERIAL SMALL BE PERMITTED, IN MODFOOK ERE THESE SHL FOR A DiRCCIR)NAUTY FACTOR Kqjr.o.at$� USINTO ASCE 7-1$ AND SHALL NO-fMEEXR&*0`LINPEmAXlMuM KSD 1/4' d-20 U SIDEWALK BOLTS MO SHALL BE LONG ENOUGH(STIOULD ANY FINISH MATERAt EXIST) TO DEWN PRESSURE RATINGS INDICATED ON SHEETS 2-4 & 26, ENIGAGE 3/4' INTO ANCHORS. IN OMER TO VERIFY THE ABOVE CONGTHON, ]ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO XS.D. DES" WIND LOADS BY MUOPLYINIC THEM BY 0.6 IN DATEM To B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I To COMPARE THESE W/ MAX. (AS4I) CESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS; SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SESIND SUCH PANELS. ANCHORAGE �N ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TR P.E,D� AS TESTED WERE HOT OVER SA ESSM, A -13X OICREASE SMALL BE AS MENTIONED IN RAI) MO IN B,2). N ALLOWABLE STRESS FOR WIND LOAD$ WAS NOT USED IN T�EIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN OF7ERMINED IN ACCORDANCE WITH MD.$- 20M (C) ANCHORS SHALL BE INSTALLET) FOLLOWING ALL OF THE RECOMMENDATIONS AND SIPtETFICATIONS, OF THE ANCHORS MANUFACTUREIT STOW PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1-4 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT 0 20,32, AS PROTOCOL-- TAS-201, 11 IT SMALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERIFY THE SOUNORM OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCREM BLOCK 2 THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1W_ OPENING FROM THIC OR WOOD FRAME BUILDINGS. NSOE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED 10 BE PERFORMED 12 THE INSTALLATION CONTRACTOR ft; TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT mNO/RA,N w-m-sioN rAULK Mo SEAL SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INISTALLATION S APPLICABLE TO SN43LE AND DOUBLE HUNG SFTU WINDOWS WHEN INSTALLATION IS REQUIRED TO 81� LENGTH, I PERFORMED FROM THE INSIDE OF STRUCTLIRE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND IONINC 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SL;DM STYLE *nNDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPUED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM TYE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATIENT' PENDING, S , - ALL ALUMINUM EMUSICINS TO BE 063-15 ALLOY &No TEMPER (UNLESS OTHERWISE NOTED) 15. (0) THIS PF40DUCT EVALL)AMOM DOCUMENT (P E. D.) PREPARED BY THIS ENGINEER IS QENERTC AND DOES NOT PROVIDE 6. AU. ALUMINUM SHUT METAL LISED AT CLOSURES S44L HAVE 3105-MI4 ALLOY. INFORINUATION FOR A SITE SPECIFIC PROJECT: i,v� WHERE 114F SITE CONDITIONS WAATE FROM THE PI-E.0, N CONTRACTOR TM BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INIST91ATION INCLUDING LIFE SAFM OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALSIV STEEL. ASTM A-653 GRACE SO MIT- CALVANITZED STEEL I 15 PRODUCT SASM ON THIS P E.D. PROVIDED HC/SHE DOES Nor DEVIATE FROM THE CONDITIONS DETAILED ON H , DESIGNATION W/Fy- 58S klit (AFA ROLLED)� THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7ME CONTRACTOR'S RESPONSIFAUrr, R. A" SCREWS TO BE STAINLESS STEEL 304 OR Sit, N$I SERIES OR CORROSION RESISTANT COATED CARBON STI AS PER ON (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, .50010 W1 30 k.i YIELD STRENGTH AND 00 k*1 TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING, CODE SECTICINI 2411.3.34 to) SITE SPMM PRCUEM SMALL BE PREPARED 97Y A FLORIDA REGISTEIR:0 rROINCER OR MCWTICT WHICH MUL 4. BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AISI 304 SMES STAINLESS STEEL. *TH 36 Nin MINIMUM ATIFID STRENGTH. BECOME THE ENGINEER 01 RECORD E.O.k) FOR -,Mi: PROJECT ANO WHO III DIE RESPONSIBLE FOR THE PROPER List OF TH P. D. ENGINEER OF RECORD, ACTING AS A DEUGATED 10GINEER TO THE P1.1). ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS' SUBM TO NIS LAITER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) :0 �M -ZIL _EQVff&_QQKK rjE_ (.) ING P E - SI SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE DF THE PROFESSION& ENGINEER OF - 1/4-9 TAPCON ANCHORS AS MANI)FACIVRED BY ITIN BVILDEX, INC. (MIN, P3112 D,) RECORD THAT PREPARED ft - 1/4- 0 X 7/8- CALK -IN ANCMORS� AS MANUFACTURED BY DEWALT INC. fmlhf� V3000 OQ 16. STORM PANEL MANUFAMMIEWS LAeu SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - j 1 4 - I 0 PANELMATE rEMi 10 & PATILLMAYE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION t7O9-9-3 OF FLORIDA BUILDING CODE ONE LABEL SMALL 91: PLACED FOR EVERY OPENING. Cf,3350 p -I ) LASEUNG TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCOR ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR -ANtLMATE FEMALE 10 & AMELMATE PLUS- A2) MINIMUM EMBEDMENT Or 1/-k-t X 7/8" CALK -IN ANCHORS SHALL BE IS 71[r INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MAT54AL SHALL BE PERMITTED- i/4- 0-20 SS S40EWALK SOLIS USED SKAIL BE LONG ENOOGN(SHOULD ANY FINSH 4ATER3k EXIST) ,TO ENGAGE 3/4' INTO ANCHORS. '0101MIN, /'k'Vk A, T14Z��, + .�, t Ji,3) 114 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR . 0, ,� ...... �, �;_% FLOW, ANCHORS SHALL BE I.M FNOULOM to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL -e-kv... _**i�rlvvi�_%r? s RE AS MMNKD IN A.1) AND IN A.2)� I * . _. I (a) 1O_1x=SkmmwL_%2a_�� i� : 0,44167 I 5: = *: * � = = I . :*E - 114- 0 TAPCON ANCHORS AS AMUrACTLIPFD BY 91W BUILDVX, INC -- -.-- - z FLORIDA BUILDING CODE (High Velocity Hu cane Zone), I _� 1i - - ___ - - - - - �14' 0 X 7/8- CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC (C1500 Del.) I oz.- At I �,� il, I I' Favu, "i - rA - 1 4-10 PANEINIATE FEMALE to ANT) AMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO rDAISTRUCT17014 "_ - 20 GAGE GALVANIZED STEEL STORM PANEL ORANK R, PRODUCTS (r'PtK,2071 p,s.!.) _r - T1_ "', 1, - 07/20/=0 . I ------ I_ _ / IL ECO. GLOBAL PROTECTION PRODUCTS, LLC. DATE, - n \ ow .e S, 5mm / I W am;;UE-m Do . Fw1.1. 1= ___ - -.1 Y. - (.-.0:5.1k =11.)OW-45797 20-176 , (90 101-" NY; Mae . DRMWK:i .. ." pl, .EN,-s,GkA;.RCAMTr VALM A, ,TU,T . 9 .111 --- I [ � � - ,,, w 2. '� I g -: ........ ;�, ,x m \\ZEN,7 ,...5? 1S . . . i -, * , .* . - ' S : No. 44167 1. I FLORIDA BUfLWNC CODE (High Velocity Hu *: "Ry Hu cane Zen I * I w __ . : = .m "VEM - Ir, * f SIT: '3'-,, q�� DRAWN � , STATE 20 GAGE GALVANIZED STEEL STORM PA14EL kOA" - I '*�A =�I__�:S - _�_________________,N - - "i - 'Im ; I - ;�11' � w �_ DAIL ""'! �1� t'o- � � // 11L I E C 0.7 \ GLOBAL P"OTECT'ON PRODUCTS' LLC. On' � " - , _� - jT85AZO 1vt Vl-w I ttillf"Ololl/ �TIW * KNOWUNING CIONOMITY .;Z�, m -,= 't .1. ",ONE- (wHiow-Mi'd, ciix: CF%,A)6w-,RAf7 20-176 . __ " . � 1 4%-*4 ": P.E. SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . ') I I - - I U) _�., - - __ ______ ___ - 12.500* (EFFECTIVE WIDTH) -- ------ I ___ ---I ,." . 4 ItimfUn fZ) \ .-C r�,04) _,� �_l (SEX _: ..... r. `01-=GKS - - - I= � Z_ -- . TkErt .) �,'� " � It: - - -_ .- -1 I � O,, It . I . . I . I I I'll, ' M, 1 ! , I - : -1.3,10' - __ - '.3 � 5 - . ISOO I I ,"-- I i 9 i I i 1 �1127. f� , i ��,j I __ � I - :�� . ___\ - . / 11, - : I �72�250 0- I i ". �CTfon __\ �7 /�Llg� I / ,D�4)- ;(,'* e� __ ___ - - __ - ___6 1/4-- - - - - ___ � . � _,__L I I , .35U` '?] � i r, i I I ... , I , �. �- , ; - 1 lql 1 1 , I .. �'11 , " - , tll_.�_116 _I� . . -,,-, R 'I I - ,- a-"--j I , � ; 1-1 '_ 11 . I � I , I I ! I I i i 19 1 1 , ! 1 1 I 1 '� - � \r/ k _1� /--+--.., .073' 1 � I I I 1 I I � 1 1 _�N L - ", I -1 � I 1�0. 2.500 - � - I : I , 1 , ,I � 1---� r �� ,-,-. 0 W - . I - Z :�� , I I . \ .". M Dom. . A I A § v"FJw/1 I I 0, . eing.) I 11 � I I I � - - � , - - - :_ - ' I "k . � - "i Am W. , Ago, - // - ' GALVANIZED WEST N � ! 1.11- -1 Go X 1L* ____ -I I— - 60 x i'Ll T �', =zz=T_Qi - - , i : 1_� -I . . _C_ - , T - - -, 1N-, I .,-,. - - _�q I- I - � ' ljpAv (END PANEL) 1 1 - -� i - ., Y"' [ i FEE NM 1, 1, I BELOW ",", : ff I E _.�_ � I , � 1 7j ii" �- I I -0-0 U) _i�wv '� G-59 ckly� � , � � * ? . � I I I � i I I b 9! I "'_�,_ �,"�. / 5't' �, i i : I U-11 � I . I- ,. - - - .ps- , -_ I, I � i i I -11, 711 -4. 1 1 - �� U)" NAK AR' I , I ,N I L A \�46.8` � � P , . 1 , -�, A i I I � � , 1: � 4 11 11 ":,-, ,,� � J ----(5) I , I.j 1 Lol N___,7___ -1 - _ - . I , _4_3k"_; , 0 1 i i T � . I I � H . R" i I ,4, 1 1 I TIED 4 i I ; � ,I � - w e 'r I - I I Cu I - � . - � - ___ '1� i i I f/4*�; _I�Vjitl � I I � " � I __ . __ � ...... � - --- - 6.250" .- I ."1111, "---J � j i , , , ` � __/.__,4 'q� 1 1 I I I I I I I 11 I , . I I � ,. j -*--a ,*--2�470 1;�'- � I i i i i . � ! , I ! i I I , I __01 .1 I ur V I .11-__"_T',, - , l'i ] � +_�_ VE_ I I __ . 'r" - -1 Igium. I:., AT/ i � -� - ___ - _� Q 1 I � , w/. I] .... i I , ,_& 1 j) 2,00' 1 1 1 � � , A 3 32 w"m � I'll I - � - J_ - ._ , -_ - I � I I .1 - r I - - I U It _111 I! 1 -1 I � , I I � _1 I i , , _11- -mi-Imm-f i ! I I , � I I , 1 ISO, I, i 1* , 1* H I -i i � =3 ::� � , -2 � , - ,� 2.244F VSMD PARW .OR PANEL) 0110" PANEL, , T I, - If - MANOR PANQ T C. -- - , - I - ASTMI A-653 S:N2!; 1 � (END P EL - - -- - � Typ. 1� �� SEE NOTE z 3. 4 BELOW I -I I Tiam 2 .3� it W-*. Sg N)TE 2. 3i 4 BELOW 41 z; ... *1 Nc ,. LLI ! 1 1 11! I _7�L , \' ' 12,241- : I . - I - I L I � I : F - - i _�l -7 , i " W I o* , I i , � , i ; � ! - 1 ! I = I , _, � -:1 - I .mWev - 1 1 I I I I i � 21 _ - 7"OO, -/--";r-\ /0030' WK THOOK\ E � 3 -100' - - In I Typ. � - EA- j , � � , I � ! � I I I I I I ,�! �611 �� I . - L11- �=D 2,500' .' '7" I', __ `7 _ _ 11 ! L 11".w.- 1111 I � I " I a) DET, , " OIL 1% GRADE 50 MAI UM DETAIL �j �_ � I I ! I I i I i i I I � I I I I I I I , I i .�-_� I _t�* %� ; ii,� I , 1. I A \ I I \-.;;_ � I I I mw _', ./ I 11 1 1 (D STORM PANE I I I 11 I I �, ,3 , I - - � 1 � t - Tul- _�i 11,11i ,_ 1, , � - �� 40 x v -r- I � 1111; ' _'� �.� - "i I F! "I f I -1 � I I � 0 9 iL. , � i --y- - ___r11_ � I I , I 1 � -�! 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SMARKIRI W/ HEMMED EDGE, >11' I.--- , 04FOR , I 'W _'It4 __ uff I L R I T, 0- - I CL � , L I il Ll - __ E il � I -a -, " _____ , � � k7�:�� - � t:j-.j _a` 'Y' -2w/, �� 11 ,,, �', k 'Al. � I END UP- �, , , y SNEET 2, N, - i I ��VF.__ � - ==. a -, - 350* - I Ali, 1 1/2- t=uw 9 �mf I I K llv,.Jr.r I I � , - , 1... - SEE SOCTION'S. , ,,.�� - I -_ I I (D W/ OR */O@ � (D RAMELS-11. I TO BE i �_ WON, . I ,� EVENT O1vLAF � To G`S, 11� - p 1 4 !�� "-- --4--M* " , i a 5_ " wor3 '0- � �, 1 =%. I , w : <D� I 9 - , � �` � �0_08* ul I a - PM2 _`1 I - - - I I- I- - - I ,j I I OPENING To ALWAYS I 1�1' - t�__ - I I A ��P ALINA115' BE AW �r REAR HANDLE TO FACIUTWIE .' no I I i /1, , �, - - - Z. a-Aw W:- I i I < � - " INSTALLATION To BE INSTALLED FROM i ___ - - - ___ 4 I ,�v - .. 0.250' - 11 - , I INSIDE NODF1 STRUCTURE. INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. L__ I 1. * i v i FLORIDA BUILDING CODE �HIQIT Velocity HU(rf"ne Zone) "r*, " , � I I 0 1 . -- I � __4 = DORY TIM cane Zone), < I - - --' , 02= ILTEGO, ING I COMBINED IN A`Y 'wi, TO SUIT ANY - ! - - .750'-- =To "Inm, � I.P1 Nitr�mk . E .21720 - FT, J .I. ` ' � %7�'- t ,� .4 167 - 1 20 GAOE GALVANIZED STEEL STORM PANEL I " - I i�`- STATEGIF . _3' M...j ,1 TATE OF ,*TCz, I N % - _ - . 20 GAGE GALVANIZED STEEL STORM PANEL � STEEL STORM PANEL ORAN a, /x\ I _-S 0 - 'C' . 1-1,04:,... A I �___:__ = . I I - Dw" ft. � ORN'"' ft z ". Z�1, .. Q, :�:_-� . - �. - - L __, --------I r -;: , _� z *' Q4ti - DETAIL I n/zm DRID JGLOBAL MO E I I. __ - r_: �� -) N -WL� SCAUL 1/2' - 1* %Ew r. - C.7 7,71-17- _ - __ GLOBAL PROTECTION PRODUCTS, LLC. "O"M z C, - I s HS - / -RODUCTS. LLC. __ - -- vigX�131 SIRM . 4m &W 51 STAGE, 1� =� Am Am, 5 moun _41'.*�� - CTION PRODUCTS. LLC. ""mw F � - - - \ 0 3!91"(M WM, ANGLE T STOP MR ""'��JN4, 11LIECOm STAI 0 ,i,z� m - I I L I E C 0 IN.. \ GLOBAL PROTECTIO F SX" , �,�,, -, - /7jUicomi: \ - I I' LONG 11141 k �r� TO UT TESTING * . n_ =, -%�O, - - pt 0 vo, -..., , AWT, EL =4 - - � � YIESTERIT, A tE - , ,4e-, m,"l w - 1 20-176 AV71- "NIT I95,009-74-111 F__ ON5.)w-unt, L-E ..A_ . - W=?a Aw"t (".1699-471", 20-176 < I ligt= T` , (W)m _.. 20-176 1 l , - " 110. lk ki,,i,,� I I. -1 ____ __ I om ,-, CA-0016719 - . - I - I -, . 1 mwiti ANi �4ic CA ,� ... I ..wnw I um I - I - I - DRO94 9. . ____w*r_________r___r_ . I DAW-4 -X� SEALYSITANTURZAIM ,,,,,,, ' PC Ok-000157M __j V" A.'r - JAII s, am,,moMPT."lulf , ; i - wimom, . T . , 7 ;� S, �G SE.1/s"Alu"I !m______-W�_ phown. -yus, FAX. I.)1--.111 I "',,,,,�".yiuj I , I, . .. c"' I T.O'. � 606.1-T5 fiduni. ALLOY / - z VFf G,UA , J1. PLE, I -1. WALTER X ,.to V`,NN,`W . � . 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SE._1w4AuAT/wE ck-0001171 n.i - - n.1 - I - A .1 IT ;,, - - - - - COMPONENIS FOR SERIES 2009 & 100O.E-Z 8AN9 STORM PANELS 3i/24 " INSTALLABON DETAILS FOR SERIES 200Q--AND 100 (SCALE 1/2-T-) 1 L4;� S�M.S, V/24 00 , � W/ OR W/O (j). (D (SITE NOTE 2 aaj* ,,- so. 2'/24 110, V/24 111' (Sm NOTE a BELIwi EANEL I) INIQ E99REP CONCRETE OR CONCRETE BLQCK TON . ,.- - I/ 11�1_11 FOR COMCRCT 41-How. Ea 111) 1, it� - _(SOE GO-OW-11 ANCHORS T %��- f0a S, A. - I G, R r\ � . WHEOULE ON SMIXY AS; Fmwl�ftmwo So � -,.- - - - - 2,591 * -- -- - 2. - - -.- __ --- - 1 15.196- (TOTAL WIDTH) - - - - -- - - - - - _ , . I � -1- _ - 2.250-7 �-2.591'- n_ SEE SECTIONS w 2. I� : SCHEDULE ON SKEET So I I / : -� I* mi - I. aw-__1,� 4" - - - WK, , -4 i I ; - - lz-- . T`00" I -1 - �. Ilia ,,,n=_ ,,, 0*0= MoNDN, -_ r I 1, S M-1 To= A ... �_D. 11 - I I � i . I i - I � I . 14+- - - - I IMC4 END - - � 1 E------j_4) - . 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I , w : <D� I 9 - , � �` � �0_08* ul I a - PM2 _`1 I - - - I I- I- - - I ,j I I OPENING To ALWAYS I 1�1' - t�__ - I I A ��P ALINA115' BE AW �r REAR HANDLE TO FACIUTWIE .' no I I i /1, , �, - - - Z. a-Aw W:- I i I < � - " INSTALLATION To BE INSTALLED FROM i ___ - - - ___ 4 I ,�v - .. 0.250' - 11 - , I INSIDE NODF1 STRUCTURE. INSIDE OF STRUCTURE _� D ;-- - -,-- _� D � "' <�� -�,, - / I - W WE 00 TO HE INSTALLED FROM IF lMtMXU _________�_ .� 11 I� - - - - I " � , REM HANDLE TO FACUTA4 TYPICAL ELEYATIQN EQR UqIM 1000 - - ; . : . lr�/ _�_ I i2s' 1, I i �f I . - I - - , _12!: 1 I : I I I p 1 # _1�_j ,!� - _� � 'k i : SCALE 313r - I- I SMALE i/w - I, � * I I � 1 # -I--. _� �� i d I I III __T_,_ - ___T`I,_� , I _`__�_ . i 0 /�' HEMMED '1� I - I 4- i I 3.710' , if-/.- GAP - '/' ; . I _z I I ! �'I'�7_��.,�O/-' - : N 11 � 1 -i"T : I � 0 1� I � , I : t I .* - t� -- : � . , i�19 : - I -Ft i i - -, - .- I , - w rt/4' M_ W 1/4' K� GAP--j I it, ;1 -� i i . ; - -1 0 , I a) - � ! � � I/ �s / \ 4INS L_'�,�� As �� / \ = _-A - _/=_ -9 - f g� I. I I 1 i I ?I --i T T I =) , 2 , \ ��, \_/ \_/ \_ - \__z_ I - - - - - 77; i �w I v _J , - ,4 C -0 150MEIRIC VIEW WOWL A Goo. I . 1 2000, t _/1-,`L_ ! I � I 1 WA jj \ I 1i I I I louk"D 2� 21 ! . I I I ROUNDED CORNER 0 ME OF PANEL'S iii.- - L 10, X,-T3)w,, De - @,Q) ��/ (97 Z:Z. :. = -,�� 4)- 1-ft I 11 -11 -1 END Lip W/ HEMMED EDGE I (N,T.S) f _ -_ -_ I ____ SEV - _ T : I .. ! I -Til- 1, -- A 11 - k, I -1 =1M B-B . .. � i ___L 1�, 1, , - � I 3 I.. � I I ,� , t L - iD��' _3 __.___,.w I _4 CwK_ / " i � - - I �= ! WAX ar3r - i* RVXMW I ;� � �', I I , f�l I I '7-77 " M`ioK0 I - E --I �--z000�- - (1), ZJDNIDQb_QE_�; E - Z MARC STOW PANEL SYSTEM CONSISTING OF PANEL � I 0 1 " � " y I . ___�I-i�, � Ir I - m!__1r16 A 0 1125, - - __ __ I - cal (.2w gow = . 11 Typ-) - 11 1 5' M - - , _� ,NOTES it, TRACKS ATTDP & PANELMATE PLUS OR 15' LONG ____T t�YMIJTE �p � i -, - - - Il"=11 - -,/. ._ - N , - (e A_ -,&- its ./7 A,vv Cu 0- 0)� 9CflWDA_Qf_5E=_=� E - 2 HANG STORM PANEL SYSTEM CONSM71NO OF FANa . ,AT BOTTOM W1 PANS],VATES, . �j i " � ,, _w.. .& I._ - I I low -WE � Lin._� ,� 1 zV*=1=._ - � J 4i .j! CoM. TRACKS TOP & SOTTOM. - A` - V t/'.,=/.- ,mpm , ,- I 'r , MAIMED 1� 7�_mv, (� (2)� 'ENIND PANELS SMALL. ALWAYS BE CONNtC;p 70 NO $ILL WALL BY MEANS OF . V!rj i � Ala L � , I _j -- _ - I ,I.A._ 'A .- ="..r - I ., TRACK AT BOTTOM END PANELS � "'AWSR"W r" I ,�. \ -1111,T=r T PAN _�ER (�) Vxs%max.) AWM-AH= (2) bNO PANELS $KAU ALWAYS BE CONNECIEW10 BOTTOM TRhG ..". ; I ION I `A400 I I I (Ea , Vs wp I 0 a) HALL BE IF I N' LY W1 15 LONG , I! I I Ow 0, , .'_ S `U'NECTE�T i114 . ", �', -jp= �, - ,E M, I ,�, WTOE 3 SH*U BE PROVIDED AT TOP OF SUCH PANELS. K OTHERWISE A STOP 13AR V - / ." --'- --4- 1 - '"' - " 1 vm--) m WT) ,�; ',�D,5 .ml.�c - 6061-16 Aturn. ALLOY WING NUT S mi., I Vj=;;116S1A`WIU7 trC MI& AS MC-1 -1 i0i - j I / 0 DIRM MQUONG INSL - w 0-1 1111111 �,- 125 (3), IF END PANELS ARE SHALL CONSIST OF DINCRIBEI PEWI)), T I Mlw= I I i/4'.-20.3/4' M.S, ml�� THUMBSCREW . . MI WID TAPPED BOTTOM EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG TR4&q) AT WALL MMIM" 1= -1 'e, FLOOR TO C . - � Sul - i MERIOR FLAT FLOMS OF END PANEL END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR SECTIQN 0 3, - L. m I 10 VWW4 PROYDED AT TOP OF SUCH PANELS. I P-18-19- SCALE 3/8-l" I � uspo A A (4). IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM "WK (i A STOP BAR (4). FOR INSTITALLATIONS WHEN END PANELS AND SOME INIERLOR PANELS ARE DIRECTLY N ,lod I i I -- !-�� IS ONLY USED AT TOP) AJ LEAST TWO PANEILS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING Sl/-,tL X,TNS MATE% ONE INTERIOR PANEL I - 'de I _<�) Imm-L SCALE 3/8=i- SCALE .1/8-7- In � . I OjOlik", US No SPECS INDICATED ON NOTE ��YAWVE IN SUCH CASE, CONNTCtION OF PANELS FLY . . I j OF PANEL ( Aff .14"AiiCNTONS wAuRiEwpoti Mo L. 7 , w FIE USED JOIN OTTOM ATTACHING 801704 TRACK TO WALL "'itilf, I # I . "St m 8 , 1 I 1 (5� TO'BOTTOM TRACK WAY OCCUR AT PANEL LOCATION, W1 TWO PANELMATES rOU.WWG ING SHOWN ON ELEVATION MO w - 11 --I T v. .. A. - I � I : � ��Zp��- SEE SECTION 1', 3' & C ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25. Mil. EDGE DISTANCt FOR THIS ;9 't- j . I I , \ v,MEL-j wGD . 010�1 � ,I, ,f V g,� 4 l V!, .- 10 i ..... LIM NOT NEED TO BE CONNECTED Pot I-= = -.- ,-Li/� I'm . ...... .. �, w , ., ,�r , �1101,,, 1AILED , , r n . . ,Etv,y !e - . 750" 1 . , p I 0 THAT AIXWENT PANELS (TO E LEFT & RIGHT SIDE OF IOR PANEL) HAVE T .1 i = I I �oSE_ ", Ax\ '! I, ,.�, I L, 1 I I .1 I _.._ 11 z ...-I-S 3 S "\",!;�� :_ itt THEIR OVERLAM RETAINED BY (Z), � M_m% , � .,�!P! .. " _`*1 . I I == I z . ... - I I . . E I �_ : -. z I i i 1 ` No. 44167 " �s i, - : No, 4 . . FUOITIDA BUILDING CODE (High Vellivify c Me Zone). L �r_::= CAN BE = * . FLORIDA BUILDING CODE (HIGIT Val . .. , , , *; �, . I - -3. L__ I 1. * i v i FLORIDA BUILDING CODE �HIQIT Velocity HU(rf"ne Zone) "r*, " , � I I 0 1 . -- I � __4 = DORY TIM cane Zone), < I - - --' , 02= ILTEGO, ING I COMBINED IN A`Y 'wi, TO SUIT ANY - ! - - .750'-- =To "Inm, � I.P1 Nitr�mk . E .21720 - FT, J .I. ` ' � %7�'- t ,� .4 167 - 1 20 GAOE GALVANIZED STEEL STORM PANEL I " - I i�`- STATEGIF . _3' M...j ,1 TATE OF ,*TCz, I N % - _ - . 20 GAGE GALVANIZED STEEL STORM PANEL � STEEL STORM PANEL ORAN a, /x\ I _-S 0 - 'C' . 1-1,04:,... A I �___:__ = . I I - Dw" ft. � ORN'"' ft z ". Z�1, .. Q, :�:_-� . - �. - - L __, --------I r -;: , _� z *' Q4ti - DETAIL I n/zm DRID JGLOBAL MO E I I. __ - r_: �� -) N -WL� SCAUL 1/2' - 1* %Ew r. - C.7 7,71-17- _ - __ GLOBAL PROTECTION PRODUCTS, LLC. "O"M z C, - I s HS - / -RODUCTS. LLC. __ - -- vigX�131 SIRM . 4m &W 51 STAGE, 1� =� Am Am, 5 moun _41'.*�� - CTION PRODUCTS. LLC. ""mw F � - - - \ 0 3!91"(M WM, ANGLE T STOP MR ""'��JN4, 11LIECOm STAI 0 ,i,z� m - I I L I E C 0 IN.. \ GLOBAL PROTECTIO F SX" , �,�,, -, - /7jUicomi: \ - I I' LONG 11141 k �r� TO UT TESTING * . n_ =, -%�O, - - pt 0 vo, -..., , AWT, EL =4 - - � � YIESTERIT, A tE - , ,4e-, m,"l w - 1 20-176 AV71- "NIT I95,009-74-111 F__ ON5.)w-unt, L-E ..A_ . - W=?a Aw"t (".1699-471", 20-176 < I ligt= T` , (W)m _.. 20-176 1 l , - " 110. lk ki,,i,,� I I. -1 ____ __ I om ,-, CA-0016719 - . - I - I -, . 1 mwiti ANi �4ic CA ,� ... I ..wnw I um I - I - I - DRO94 9. . ____w*r_________r___r_ . I DAW-4 -X� SEALYSITANTURZAIM ,,,,,,, ' PC Ok-000157M __j V" A.'r - JAII s, am,,moMPT."lulf , ; i - wimom, . T . , 7 ;� S, �G SE.1/s"Alu"I !m______-W�_ phown. -yus, FAX. I.)1--.111 I "',,,,,�".yiuj I , I, . .. c"' I T.O'. � 606.1-T5 fiduni. ALLOY / - z VFf G,UA , J1. PLE, I -1. WALTER X ,.to V`,NN,`W . � . W - I - I 5, mut I - I ' ' _' 'A&r ON g7L , 11 ''I I "tMap". ; 'ati� _ I - i_.L_j___-. - I I .., 11 - �+- 9-90 IF 23 0- __." ------ - ZL±:a = I I I I C= 4= 01 C-4 >4 CL N. x C SHEET NO. SH 1.2 C= 4= 01 C-4 >4 CL N. x C SHEET NO. SH 1.2 6 - _N` � � (1) (1) _c_— Cn -za (3) "' -0 > C- 0 2) 0 -+- =3 - L_ = _0 . , (1) CL 2 — I F --- ------,,-- (1) CL 0 " 1Ra1AL1FAnQq_A1A11$_X_QR_ SERIES 2000 & 1000 E-Z 14ANG STORM EANLL_�D 2WRAL-fim 1 = cu -0 a- - MLQ_1X§1W9_WQQD_ �TU �UE m (ACT lu-f&,-Dsa-Aoar�L-Ilkk-,RUMI-O&Id�!��IN&I,-I = 1� -& -+- (D a) - , A. S. Orpm!!�M�m NF�� Mom9m CPEX.) HAS VEEN YIWPEN FOR � ONPUANa IS ACCORDANCE - 1/4"o LAPCON ANCHORS, AS MANUFACTURED BY A-T,W SUILDEX, WC� 0 -It— Cn _= - .-, I-- '14O, LAG sGRLwS 0 a- OG, W,� . I WITH WE 2010 (Ith EDITION) Or THE FLORIDA BALLYING COM, OSS SRiRM PANEL SKAU_ NOT ERE INSTALLED AT Hrcm - P4- 0 PANELMAOE FEMALE 11) A A IMUM "D, $W ERMBE UnKQ (Risjj AND - - I 1 ,ND PANOWAIE POLS ANCHORS, AS MMUFAMIkED W &TC11 CONSTRIXTiox P"OUM Cm I I �'j `:",I_i�, � 1, I&2$MV; PAREADIRD MEMO— - I - � J*.A' wow VEL, - t_2 � - = � octrr NUFARREATHE ZONES (m WKWARO COONi 1/4-it LAC, SCREWS PER ND,S_ � t-,, 7 'i q4'. L`4 50ROM 0 a, O-t wi j 'Iti C I, ,,, , %m AEG, � /4'# ,AG SCVWS # At' Q,lT1 W/ DM004 iRw LOADS SHAL� BE Mr,"NS."As PER umom iao or THE AwvE Mcootiro CODE. FOR - sAsic Who - 7/1 6-0 � 5/6- WOOP OUSWNC. AS D15M,IqUILD BY ALI POINT SCREW, SOLT & �WECJALFY CM r_ (3) -a %_0 -0 942REMN ING MAXIMUM MAIL UMH "L! SCHMW I ',��" � '. ,- A, "FRAL " FSAAA _ 1, 1"Otl' on 6R I - _Ir (I -0 MAXIMUM ANICAOIlt I I 1/2 0 PEREITUTION , ,� SIRE WHIEFE BTUPM PANEL WILt BE NSTAUVIO, AND FOR A, OIRM1OWA.RY FACTOR - M090 &LU, RMN - � ,,,, TO fyft-� w1rob �UACN I, 12* MIP, T, EMST PrUTSUPON, SPOW AS PEC.10m By IHF 'Amw�ltr* r L I,, � EDGE DWARICE _.:�,_ I , I I , I � I C-I, #,,*rl, Sxz - 'I", � , -11 I - - I- TO "WWAT WOM HEAUR JAO�YLSS, WOW, AIlCE 7- ANO SKALL 40 F%E= T44E MAXIMUM %$,IT) OCSICN PAVE'PUME RATINGS ORACATILD ON $HELTS Cl) WKINUM THIMED PENCTMI1014 INTO WOOD OF TAPCQW Mf"CRE SNALL BE 1 1/2- Aw 2' FOR ELCO PARELAATE LNS . -= a) " Ka k Qom= mawuv=�, a 11 i , , i I I . - 3Z M1, 1 S NIATU 12 & I?� iC AND FIANELMIAS FEMALE 0 qp-- c 2 u N&S _� ;.f I Fpr, #i,t., �_, , , I IT-W-IIA, W/ 11�61.1_ w- IN ORDER TO VEMPY THF, ABOVE OTUNITTITIM ULTIMATE WSON WIND LOADS OfFMANEB, PER ASCE T-14 VAL BE PITS, 1�, 1� R SERIES 1090/2= E-Z HANG =RM PANU M M= " , d P SuGme SMOU il , - _2%�L � I . LA-1 INAW-ALf- I UL END or 0 . I - .- -1.1 C2) MINIMUM THREADED PADYETRATION OF LAC S01E1I% WTO THE WOOD FRAME UNR SHALL BE 1 1/2- NO THREADED . - I ___ __ --- aw- - - , I I I I I I I - "', I -_ i � � REDUCED, 10 AS.0 VEStON PJANESPURF RARNG BY MULTHILATING THEM Or 0,6 IN ORDCAT TO COMPARE Itim. wl lew (A'&C) I p u 0- = 0 ':�: _,� _1w ---I- � _____ --,---,--,- I � � trul, &*Ls, OLSON PC URZ PATIM05 INDICATE0 ON SHEETS 3, @ INRV 42 & 17� IS TENETRATACAN INTO STUCCO SHALL a CONSIDERED AS PART OF INC FAEOViRED "ENDED REMETRAT" _j .sr-. C.;) L_ 'Ali � I ApRtjc� To Imum MAkAMA - - - -APPOCABur 'O - � C, W/ 5 � .3 .0. MINIMUM WPARAITOk A.S. I" DESIGN MICHCASS FOR C, 0. -3 �/2 ____ I � I ,g�-z%,.1/4- wiruss I I 1/r W, -"KAM 1_11_1 0 vu CRT 01 IN ORDER To lTLRTry J,AAT ANONCHIS ON I AS F"E'D AS _�Mo '4EFt NOT OVER ET,AESEED� A IVN INCRE-J05E ART ALLOWNBLf' �, ;:. = FRIESS ,A . - 0 & t � I s L DETAL 1/2� & 11 � 11 --- ""r, .UR � 1�311 TO INGST's, w1w .9 � VIRIESS FOR IANP MAPS WAS 'm LIST,, *I ITI'm ANALLSTS� FASTAINCTIS SPACINQ V, WOOD RAS KDN CIE F404M IN it;�) WWMUM CITAUE DISTAKE OF LAC SCARZWS� FITST WOOD SHAN, LIC AS 040ICATED IN THIS ORAWND Z_ _ = - CNIA-is ,=` VAX" FAWL 40r, 1e:1 :1ikC 11 M, COAARNATICIr " � �, - --- CIO :-� ,,_ M D v#RjpRV7E ?I _4j4'. L-q scxyrs a C, a r� 0 . 0 ) To CLASS CONDMON I senIONS I , ACOOPOANC,F WITH N.OS, MEL 1 11.11 to � ___ --- RXIING TIT Cmi 10 CONCRETE tic OWCPXM 10 CONOM , - I'll- Ltum IV 0`0 11 - JA�A,% - I pir fvwmm7wmjwD (0i I � _/_1 CIA) MINIMUM PENETRATION OF Alwoo SH5RIPAC �_V`LL BE 5/81� T/41 0-20 _-Rm USED sHAU BE A A/21 WNC mumom 91- 0;, ?- 0 ku 0 > -66,0, -76,S IS, OR LjOis 2 9/1 6' SOLTE A� :7v_ � !=- ,;;6�� " 'T " I I w 11 __ A MAL A Sli PANEL'S ADIEOVAL� ;'BIT *PACT ANN "No PESISTAXICE WAS BEEN VERd`W iN ACCCRVANCE W,W SECTION 11KTDJ�2 OF _. .I� %,_ 1� __ _____ - - - 3`W 1 --me- ,�__ __ _, - I I I 04 1-1 #,w- SM.& IA�xlft 'PIE AKIVE1000KANCIT COOtAS PIER AMESSA14 7M LAB OP SOUTH 1`10"A REPOWIS #W,4-01-01 AND illS71%,02-0S, AS - __ - ____ - - . - - I ,V; r_- C, - U) _0 E_= a) 2 W NIA I 12, N/A 12, N/A - IV 1 N/A 1, & 2- �Top) � AT `= , 7ex I 0 Zk END Or 0 C,33002 STAFIOJAAOS� AND AMERICAN TESTING LAS SO1414 FUORTBA REPORT iili:k3-01-10 AS FER ,�_51 IN c4sr Tpw P;Y:fYAST vof4t, QP, PRECAST CONDA-M PANELS SIUQC0 OR WOOD WARM, 1E FOUND ON ME fic - . - __ ____� IF 1-11, . I - TAS-201 AND TAS-203 PROTDCOLS, ANO * PER CALCt4JMtCTrS PEt"FORAND IN ACCOPOMICE ill/ SCI71ION 3104 OF INC .v C'4 -�- 11 3 1 IFT. . __ __ -7-co—OTTOWS-1 i I _� - _C1 � Y I VLOR44 OU1101FIC CODE WAL(_ ANCKORS SHALL BE LONG ENWOW TO REACH -THE MAIN STRUCTURE arKIND SUi PANELS. -C3 cp ,- U) a) -o- (:L - t��,ti AAiL A, -WI-NOrk ff-A-7- OVERLAP A, 409 OF PANEL LEWITS - - r 51 4 J-5, — --f— -Im"d 2wq_,L� i 0-va"A � 0 1� - ISM NEUP, �/2. a I ANCHBRACE SMALL BE AS MENTIONED IN G 1), C Z) & t,4) 41 .�; C- 'zc -F U) w � � 7e DR = 2 71s- Wi:_ �_�`_`.;Iwllt U"E , � i i+ 465074LS . - " ., ::- I 4.11 � w - - �ANAEL - I N - , , - -LIM-L, �" .,g Cp tv 0) C�L - 3 . Z' 61 S, 6' I s- r I, fourrok =_ -7- I I AU, ALUIANOM "NARISIONS, HP BE, APARLS-TO ALLOY AND IEAVAPEP,� 1UNILFIFS OTNUiTASsr marEDL SEE SHEET 2 (O�j ANCHORS SHAU BE INSTALLED farOMM ALL a THE REGUIUMCNITATIONS MIT SrEfIFICATION5 Of TAr ANCHOR'S MATAJJ - 0 -&-a 12 i I . I - IwAm �ARUALAI`Afu i _', 7 z . i - ,I " �,=. .,-- m 1- - - - - imim---tj I , ZIO_X�/�'! I I & 3 AH, ALVIIIANUM SHEET MUM. VSEO AT CLOSURFS SHAU LIOVE 3105-W4 AUDY, . I ,t, C_ = N/A N/A NIA � 2 1/2- - 7 4/14* AAA, ! ,/.,! 20.3�4* 1 ... (D � - I �RROUDR 6 HEM ,- e .r- .:�� - . N/A "/A � N/A IT* ir (wTmtA) I - LA, SG,ow tt,�- i - - ;4 8 PAKtZ MAY ALSO BE INSTALLED HORIZONITALLY FOLIO"NO 11-m-ALIAPION DETATIts "ON ON SECTION . � -0 - U) < . I . I I mrs, ;, � __T1_ - Plici 5, --XC,7r THAT HEADCRSO &a kNALA, HOT Or AJSUD� lfi&o� -75-fl— __ - 4 1 70, OR LPSS 2v',' IN, ' TO GLASS, A 7/411*%_ - A "' 0 1 1 - i. ALL Sir.'. SHEET mrFAL PANELS VAAALt RXIT STRUCTOPAL OUAJUTT 1TEU, WV, A-V" CRIATIC W MINTAAkMi, q-60 GALVAWEO, ; C;, :--- __' /1. 3, �w) i I . 5 � .6- - - -./A ` . '/I- ______t______ ----------- A - 'A . I � - N/A N/A - N/A � -10 04ND, 0 k114 ; -,�___ v 614.1" I I T�v *,, i I .1SIVEL DFRONATION W/FY_ 1412 2 ITAJ (AFTER ROLLERAII t W, 'r � - -.x � _4=_ - — S I ,a- IF SMAU a, 1w RESPONSISMIr" Of THE CONTRACTOR TO W-91IFY THE: SOUNON M OF THE STqUCTTUR1 - - _;�;A 9 t N/A 3' f'OOTrom) 1-11' - - NPARMTON - I ATTACHED TO thWRT PROPER ANCROTAkGE, T114S SHUTTIYA SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD q;Mw . .- 3; w .v __ - I, N/1k I 9 1/2- /2' 1 9 z - f Zi A&L SICREWE TO NZ SFA04i STEEL 304 OR 3it 446t SERES OR CORROSION REUMIII, COJOED CAIAEON SqEL A!� PER ON HERC SHU,7: , .M. 47A IS To � Ifr I O"IT'Al, I I - I - - f IF GLO_n� I , 1p'�CI , Pulwilevs, ca w 0 0 N/A - - . T 2 0/11f, A,. At wife ji/ I �, , I I I- , . -_ , - SEP mv, - 12, N/A I it' N/A 1 12' N/A 4' (TOP) f I -, - .,A1" - / .,. IT, w 4�� 1 K I" 1_1 Mo A/ SO Ale HEID STRENCIF" ANL ITS AM TENSJ�E STREWN AM SHALL COMPOf */ P,OrOA BUILDING CAACE, SECTION :0 5; C: C� . . -11 I I 1 12- 1 _4 __ __ 1@ � I A 8 -t- L I g� Y/ � kw i 10, ,E P STORM PANOL WIM LENMS OVER GAV� AS PER SECTIONS I, Z 4L S, 6 AND ALTCRNAIWEI� Tilt, ,IW & 4w 00 � ----I I 's tj C, A., , 11 i EYM, 0,49LAP 6� & 7 INSPECTNELY, SHALL PAVE A UECISLF ADD READILY VISIBLE MARKING INSTRUCIP44 OWNER 9. T,N`A.N" TO . - IT' � 12* � I To I ". 4' (SMoml i : z I - AN 7.1 Ce. ,.:- , I ______._ - 1 4 _j I I IV i / I TH'a' ow"Ar" R , S 10 W 1 Iz, _2L ., , - SOLT'. Vq W AZIM A-307 0411MIZED I-Ml- OR AM NOA SVPES SFAIRLESS STEEL AARH 4S kri Mmmuo 110-D STRENM SECURE PANELS W APPLICABLE REINFORCEMENT DURING PEMODS W hVRFAXANE WAITNINC, I L I 112LI __ 'i r,4�4 I I 11-1 - ' 11.-Ir "I I F� ---- -- -- I I S 2, '"', , I , =_ I � I 1§ "iE t I A�orrOv WATH * LIMITED TO Mo f. ASB. DESIGN PRESSURE RATTKI, - I I � JI I 4 6 I I - i 7 ANCHORS TO WALL. SHAILL RE AS FOLLOWS ME VALLATION ECANTRACTOW I$ TO SEALYCAULK 41, SHIT111P -COMKINENT EWES WHICH REMAIP, N CONTANUM'4 A�OITTAV WITH = S I I " I- I ,� . . I �� I THE WiLvANG TO PREVW lian/mA NTR Oil .!B 0 - � � it § L 8 1AI N�WWLWNV_Jmhome CHI .- I- A I,1 � - i� I A -T-7'T I Iz - Ra AtRi I I A I BY, I 11-2 I 0 z! , R �'11 . - 1/01 TRICON, ANCAIM AS MANITFACnIlRES 41 Ij,AL, SViUlpit, INC (Ni., I'— I 1 9`2 PA., �) - ETURIA PANEL Itr5ZALLATION SHAUL COMPLY"'WSITA, SPFC� INITICATEE IN THIS DRAWING PLUS MY BUILDING AND ZONING RECILRATION!, A M BMW 26 " ANCHCRS tYPE & SPACING FOR PDRALACTOFTS P. + REQUIRM V DISIMM BETWEEIN BOTTOM 01 P-NEL ;, ; 4 FAMWE svmat& jT "t I -_ i � . � - 1/4 6 . 7/8' CALK-Ift ANGKOn, AS MANUFACTURED Irl PERAT WE AIRWOED BY THE JUAWMCITION WHERE FERMAT iS APPLI'M 79, 0 'AND (2) To m 1/2, 1 'i if I - __LF�Ad No I I . . - Whil" ANCHOR SPACANDS AND MINNOW UW DISTATICE ARE INDICATED ON THS ImAr. � ! � - l"Wo . 4/4' SOUS -SET MCHONS� As OISTRIDULED By ALL 10W, SCREW, ROLF A, SPECALTV CO, - SOKIAILE MR r_t�, WIS THAN DOCAM ON st"w" twivium ANChOAT VAGINA; I IA� ?I ... A/4�_ 5/'�Ws - , ,I I I4 m, TH6 FRODUCr vvAumm.N Docum ' IF, ED) FREPANCE IT, Ttlis ENGthrriz AS PENOWC AND MES Nw, PATIVIcic iNVORMAi BY UGUIPLi SPACING SHOWN ON SMIM" W THE FOU40WMZ FACTOM MR ; ,4 1DI. f,3w P�,L,t, FOR A SITE, SPECIFIC PROi ,AA,EW - - , I , Tms OPOW40 TO BE POSWOLL MUCED SPACING OBTAINED USNG FACAOIAT S"AL, I 1, " , I I IF PANtIVATE YEMALP 0 A, PMaAATE Pt,ATS ANCHORS, AS MANUFACTURED " ELCO CONSIAUCTADH RAW , SM BE LESS D" MINNGAM SPACING 0011MED FOR EACH ANCHOR T`TPE AT I - @e, I I il I I,- I T, I I � - 6',,_ UCTSL (ti COWRACTOR TO BE RESPONSIBLE FOR 'TH5 SELECTION. PQACFiASE AND ItafALLAtION INCLUDING LIFE SAFEF( OF THIS, PRODUCT , ;�C, 1 � - � , � I ___ 1 2 [ _ � 1, - , - 1 '21 -1 I �- I - 4/4�ik 2AMAC WLIN MrHORS, AS MARDIFACIRAIEV By OCIWALM N�C. _-ANO"m LE4o __ 2 - -, I I � � i- .) I i - I JL, - i� - ,- I, EM SR41 W r F JUXO ANtLMATt A 0 RC-F` ON TRAS RED PRWDFO HE/Skit DOES NOT D-,WTE FROM THE MMOvION5 LIVATLED 04 THMS m4UMENT . S I I -- P -1- A MIGNON EMSEDIAENT OF ISINCON ANCAIM INTO GOOSED CONCIT, Al I 1/4% OR P q 'I 'Y�'!_. - Yt*t_ _._Y!!�_ , ,j v/ , " v - I I 11_1�1 � 1 1w.-Jq, CONSAUCTION SAFETY AT SITE IS THE 1,]FIfWTOR`5 9ESPO451MUE, � LJ_/-��_ ""I ++ REQUw" MAI DISTANCE sawn Dorrom; OF PARCL 2 -., 0 .Nv I , ,,#,;-A M.'r-'rpC i i I �, I - , � 3/-- FOR ZAMAC NAUN ANCHORS, momm PMQ^TE 111.1 I AK 0 To w vw 1 2 [ �ft 1 41 , . /V W& "INSWAM rr � - BL-l-, . kl* M.5 A " -am __==%_L_m19 R - - � (4) TANS PRODUCT EVALUATION Divi WIU, EK CONSIDE WALD )F MOOIPEI:� `T- , Il A/2- ALC - A.21 CALli-IN IS SOALTD-S51 ANACHVIS SHALIA Of COSEPOM 1,18- INTOTHE Par" CONCHFIE -40 EuSEDMENT INTO - �.- wI" , WE m oavo) ,,07 - -, __! I Hrl I I YLTWT" 4 "I I � I I 8 �, 11, :1 � I, M,.\L &T`t;',K!;M/ - � __ , 1, , 7 `;/§#�NJ4'f - -1-1111.7 iAA%HMiPPUW TFST sjut�co sma, BE PLRIAFAEP. Ile P_jo scRFAuSED sw,u_ K. s i/2, LONG, MINIMUM SHDV,D swom, LAW_ (d) 5rm spewn ppi SHALL BE PREFAFED BY A rUORMA qWSTEPLIG ENGREFIR OKAFICHATECT WHICH VhLA, OCCOArf THE __ , -, __ 7 -mm 1A szotiC, - 1IR Kw , , , v , , 9 I I , 1 ,-"A;g��, 5- ,,I 4 �!, 6 AND WT' MIN Will FOR Yi WIN NO STU= AND IPAT RE,' HEADED SCREWS OR ALL T , MMADED SMINIF W/O SEX, - DA) FOR THE, PFAMCt AGO WHO VU BE RESPONSIBLE FOR THE F ri A, BUT PIT WIWI NUTS PROPER USE OF THIENIED FSONEEP OF 9%1190. ACIIHS AS A OELEGATEV ENONEER TO _R4E 'C'S"E" OF REOO' A , " EN " Mw ;;; �i-) __ PIAW -1 SOANE5 20M OR FLAT OR *A, WGEMEG ,� "" j=7.;;;-,F, 7i-- -.-7,-- __� RANSILMAIT, FILM W/ - - I ;w.iL wj 7jil"i � ---2.- 3 a pi I., 1-1 I 11'-11;-1ZiiI= 11�.OAAAA 0 -=I', 31 1111—L --jil 1111111.1�,U_� mwftT & W a " 11,-'---< �I I ,I ,\ I ,� � 1� A,., 9:,'�Pzlf'r! I 0 A: 'WE � AV^ !t OVK MMM FACTOR - I I \ Yom low " � __� i 11 , 11, t " L ") IN CA-— THAT INS5CAST STOW- PRECAST CONCRETE PAN-p's, TrAms, VDACco OR WOOD DOARM at Poonp ON TOE P1 D ENOTNEER, SHALI SUBMIT T,7 IMS LAMP INS SITE SPECIFIC OpAwii FOR ft, �w , ' I I t �-r , � I 7144".1) PONEIR4. i, 11, %% 1 t1ji WALL OA Pum, ANICAORS SHALL RE tow, ti*[,TGAA� TO REACK THE IN STRUCTURE ]RETINO S CH , PO, THIS P.E,C - I --- - - �mj , t E , � i - i I �111A*- SCREOT, a w OIL - , - - I 11*1 �IIW4= t* WA 4 PANELS , - 3 4U BEW 'THE LATE AND ORSTINA, SERA ANQ 5*WURt Of IN.E PROFESSIONAL I vt�IwNi MIA,' L _� I 1 4 � L I I I ANCH04i FIRN.A. RE A,$ MONUDIKU No AT) AND IN A-2), I _____,i_1z T_ 9CAA,f I,/A'' . , I 1, - "' v"A41 Alcoa r � �r,:AM 110 -1i d I __ L A , I � 'HATTI, PEPARM FAA REP I or ____Lu_r_,_ ,�O vm 11 t �_._t - - - - I jAM"iff- 0 d" OF I. -Air C__ __ w6mw . &19R"Kuy"�w i�,, 7 1 � '. iticm LNO0,nii OF'RECOID, THAT PREPARED IF -"-----i:_____ - I � I ii 14� SHUTTM MANVFAA�TUFIAER'S LABEL SNA" M LOCATED. ON A REVILY V08LE LOCKPOR AT STORM A it, A A. I - Am - ,-,-,,-I- - � (R) nr.U=4--W-4mm--QM-AqA�.AIW-t,Zp�g PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.2 OF FLORIDA BUILDING CODE ONE LMF,_ - - 1- - &1E"]yL_1Lx 11 &%� ------ - l,'4- ir TARCON ANCHM AS MANLWAS,AORED BY t T W glfiWO. INC, SCALE 1/4'-l' L� CHALL BE PLACED FOR EVERY OFENIFIC LAKUND TO COMPLY W914 SECTION f_7C*,SS 05`14� , , , '"' I �� ", ,, - ___ - i/r Ov , 7/9� MK-IN ANCHORi AS MANUFACTURER BY DEWAL1, iw. FLORICA GVLMNG CODE, I � - soq�A) A) � 9=1 � - I a =I-.---.- - ---A, I'll I - Ilel, x V. -Sv wCHOR5, AS 015FRIBUTeD BY ALL Pow SCREW, BOLT 4 SPMALT( C, __ jl�' --If, I gm�l_ - p4-ta PAINtuArn FEMALE iv ARAE MCLNw*T: RLUs AmCNotis, AS AGNurAVURED W ELoD CQNST'RUCHIN DINO, A, INSTALLATIONS ARE Oi YAW TPAY SvGWYTS WITH A�SD " LOADS - _4t i I �� - 1/47 0 ZAWC Nildi ANCHORIL AE MANUFACTURM BY DEWRAT, I< . "HAPONOROO J- V �ft,P. -7,53 04 AND ?MFL-, LENGTH bP it E_ - I NO"HINA, 1"A ,�� R, i V 01 I 11 �0--VPL - ', K,N�� , ._ftz/iN,,� 2, FOR 4ew *000 F11"t CON571RIVIC-710K *am MEMBERS to w sm"KAN ,)! L , Z ,_ ,-\ ��.,,�'Yf - SC.X A147.T- 4,11 �W,RIARAAT EMESOMfIFT OF TIOPCON MCNORS, EJ�Eo PANTIMATES A* ZMAAC NNUN ANCROP� INTO THE , _. 4 04E NP, 2, W/ SKCIFIC DENIM or `LS$ OR Mw_ tkl_�11 � I _,� �� , , 41 � 1� I , - �;�' I - - � , TIC -.- - FLORIDA BUILDING CODE (Mon High Velocity No core Zonefl - .1 "I v "__,7.-� N7 11 t , �,,r4 ,��. -%� .� -wr . 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IS �_,� PRODUCTS, wc� "I"', A ASZ& IV 00,��R -E * 'i � 5i 20 GAGE I' 3ALVAMIZEET SnEL STORM PANEL z � z PF : ;T --- _1 �� m PROTECT — - , NIT � Tq� AT VP - AS __ It ,% STAI 01 ,.,;, - " llapvw �: /TIT -W.N. SIPARY `G --- A�Mr -- '1�r,�7�_�D_t GLOBAL PROTECTION PRODUCTS, LLr_ 6.3) IN CASE 'MAI FREOGET, STORE, OR PRU_'AST CONCRETE PANEIZ, STUOCA5 OR WOW BOARDS 1p� _*11__�. GLOBAL )OR PRODUCTS. LLC. '"Y"'i ;j�: � -H - L, I _> , I TIUAT TesnKil & t"wRoxit"'. '. t .d% S", JE 0� � , L I- C 0 �._ � $I " li'lle § A ', ___ WE Az I y4li Wt. � ",Al OrStRea"', `-��% At m k,31A:.,-&9KA-4- JIL ECOme- �0 IUI�,,� T - I =L9 __ .., - EX15TANC WALL ANCHORS SH&L, BE LO?,KA 9NDIA.-H 70 REACH THE MAIN Stai WUNIT k, i W-1- '7-= -W,10"m -,=`P,-"W - PHOSPI ONATiv-,A01 111ki 20-115 , ,7�_ 1 Im Ill. m i5i RUEE-IMILANINIPaRT Uu jop__WAM� _X - F__07.-L "w slik, %I rpm =-vv,�-Olrl�,x, r_%-�SA _. I— Ni 'ei ....... , w A DDII MY Wff, 11 3TI14 - - _1-p" F-Wrwa �awkvvpw wwzv, ti F, ANCHOLACE SPAU $C AS VE"ONED AN 0,I) AND IN B2) A". , AAA1WF - 'RL " � AU-bowIl, _4m i � . _Z_ GIA-wr IRWA-T64, FAX! (AROXIA-4,"41 TOP & BUTT"ril, w"Arlmos tm, at rovaww N ANY r&RJW�AftQ101_= 0 3W � �rpv_l � . f.-Y. - AWAI-IT. . *'%"�I�i( W_V�',,#A �( -iA"T=1A` "a--E `� 1T:T=-�_m1" I IV .1 AX _,�,_, 7-71 A110 �,�, oft.. AG, A, H,Ai,c, D,F.>,ew�nw fu Z`Af` 20-T76 `RANj#�;,'NH`+AAIA`P' �E WRJMPoAVi . r �m suit NYY WMANANDAI, - � - 1-: I A _ � *01 I ia Is -.1 - I_ti t-�!= C.-MOAH"i Avot __ - __ __ - "I. I - , W&RR. MY, PEI . "I"'ZU 24 it �� *)WITR A, Tw 7. 'T, __2= __ I------- __ ,,, � , - ,aw X' A 0" At. 1 114410, till 01-10"Aw , IWR TO NOTE � Shon 11A Fri _./-.1-1 �11 1-11 S, . I , FA TTACAS NOT Ii-10A) -O.7 ::�_ I -11 n 0 24 ....... - - .. . - aw Z6 *IF " R =I W, I ,tA P , -17 11 11 11 - _22ft A1Lm___ , 1. I I I I I --- ________ . w — ____ MAX "I'll, - i Iii�ii�,ib:lil,l�il,.:�l-AHR-LQRKZEQ-NAK Ille, 1/4, 3/*, 4/5. 5/5 & 6/5 ____1 ,�, _______i mi F____ _�; ... %%% ^^ i m I MLSIM /4 Iw/s, 2w/s, 3W/7 III 4W/7 INSTALLATION DETAILa-E00, REGULAR PAREILIJ.j I QMPONENTS MR—RESQUILAR. LIFE SAFETY &-"- HANG STORM PANEL SYSTEMS _�: vm_,____ sufmUlE 014 ---------- - - ------- -, -__-r -1, --, zr wx INTO POUREQ-99-NOETE OR CONCRETE BLOCK STRUCTURES I (SCALE 112=I') __ ____ __RuE_ma,m_A_wm W ,I I Ir. V, 10 Aiti) ______ -- _____ -1, tm,� I I �_'_,__ _____ I � I___ ____ - ----- __ - , , _,S"W,1TONS,WaOTJ) .- ------ ---- -.1 1-- - isaummmautu zwa_MKUAZI��LL" ; I a 0 1 1 __ - -2.187'-- - 6 ______�__ CONCRETE __ � - -'awr OFTECwE WOTH)-,-,- - -1 --- � - - - -.11 I __ -1-1-1, � ,9i I l/4'*2W/A* A1_jQe_vR_99mm W_AD_jM=_4_Z_0_" DR I I _wy;=W70C_.A`C`E"` r WAISIAM ,Z.---. g", . I � I I OR # T2 1/2- BC I -,t— � - I �-7 , - I I , I I I I I, I . -'I,---- �, ' I I r- � It -I - ,I, w � I 130,- it - mol 1. -�:,750' ts� SOAP FINVIED D.M.,(�). (�), 11 . I � i 1 ,,' I - . ..... .. - - __ i (SEE SCHEZUE2, I M�STINO, MRE I - � Ir- T -1 - I - � I- _1 1 - 7 471 - I -r- - r I 7, , r- 7-7-7-r-r-1-7-r-ill -, I I 9 PMITIVIC "we -I RWUK.l ,� I I - I I I'_ A, I , 4__ 1 : � i � CONCRETE ANCHORS __ �, CONCRETE AN 9" ! - v- � _1�0' - - I.Sta-,_ 1,2w , , (am w4outr ort, - � - - 0 � r" � � I I -,--- - - __ - ___ - -, ) ,--'T`F - �, ,,�Sao- I � j : ", (MAY Im Rvlmuo) MAXIMUM PA14EL LENGTH MAXIMUM PANEL LENGTH 1 1 ; I I I I SOTEASE 9 THRETITCH 101 1-02 SHESIS 2 7HRIEUGH TO) , - .1 <-2) OONCqS7T OR - __ i - � � C' � , mou a 0 I/*- wsmL_w1hmLALsA9H_w . __ I � � -_ -- -- - - 6 1/4' CTYP.)----- - -11-1 I �2w 1 '374- .14%, _ � vnl_n9&a_a_ftj1I * (�), @ or 6 --- I " I T . I , I : I � I 11 I I �____- I I ", -q�� .L+II OR .L_AA 0.) a .L+- OR -L-- (ft.) 0 1 1 1 1 1 1 1-1-11 I _j � - CONCRETE SLOqK _ I . , 1F. � "I , -, __ '� , - - P-, .e.- -- , _ I I 1 I 1 ,/ " i I 1 1 I A . F_ I'le � REGUREM W; , ,lit"', WINT I 1 - , � � I fl I;A � - mas, I MAXIMUM AILS D, MAImmum "01 , ; I t 114 �� 1/4* , 6 t/r o_r I � , 31316, Ip I CONCRETE & Wow CONCRIETS AA wow I, 1 1 ,", . I GALVANIZED STM (��_ ,-,�, � I DES04 , DMM14 11-A-1 L 1- -'-,, � _,L_.-_!__�_- 1___I,__L_ � - - - I i t , I � SANT' PRESSURE RATING A� RATING 11. � ::�� I 1. _11-1- I If, �1_1 F-f-A ; ,-3�e,' *&____1 ... _____ 11 , -1 -- - i 1i I I 11 I - F 1-1 - - --- f I -1- -1 11 - - - - , i �., - 4 --r 3 - 1111-1 I t (P..�r) (� F, -) - U+ -I';:,- ., -) - I i 11 I t " , I � I shem a TIZUGki-ib�- I I - +_ - 1_1 -.,- _W,Z��',,"�/ 1 1 , EQ., i i 1 1 � , I 4 5 � ,� lyp, A - � �I (P.,t) I+ - -�+-- ::]�� , � T � fc� I iiA�_ /�_� . q., I" - - I , - AwsrSr,ATAONs T INSTAUAPONa t - I _#Akx__,__ - _____ CONCRETE ANCOORS ", I � ASTM M5.1 � '. A '91 "I (SEE $SHE EDGE ;?S0, I � 2.125, _ Li , "S & I I I I i I -I , i �, CS) 1/.`A`vHI1 I ! I , I i I I � � �M. - � I 6, I - I ii t, & 0024' MIN. THM Al i.67 , 4-i L 1'. A � I - 1-1 __ - - � - I - - __ ---,-. , GRACE 00 MINIMUM SEMM i I - _--i 5� __ I j � r__ I -I- - 1� , - 11 __ I, N-11 f� - � --- -,-- - __ - 141-41 tilo* 4__ � - i 1 ��, .I,, , - " - OCTAIL A 49 ; I. 7-,-,--,- ZTO UAI�4w Tile 2av - t I � - �, ; i i I .11, it m I ________ '� — �j --:I— — -,-- � 7- � I ,� "I � . I . I I I -- - 0 [,�_*_ ;)7 _ I., - - - I _�, -- -mp�� _IT I21- W li= I � . I 1-1 j AP') 1 1 I 1 I I I � i� ,.�I� 1_1 - � �!S' � �� i d I � __4 I __ _;,�_ I A i -1, L_ �Bx_TED PANELS W/ �� - - - i # - - - --- - 11 I I - 4 - f� --- I ci� . I`Q, A��, V (1) SIQRM PMEL I i__,�,.-_ is 0 1 P I 350' IREFUL � I 2.0w I � - I ! 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To �L' M4.r------ --- , - �_ -4-- GIVEN A POSONE IAS�O, OM" LaO, OFTERIARIF WAMMIX PANEL UNION '1-4' FROM SCAKEWLE- . / I 0- C14M A NECATIVE ASO. DESIGN LONO. OMMINIC u,"Amum PMEL LINum %__ FROM 50"t", I - go to S I " - 7 1 2' 1 _7� 01141, MANIMUM ALLOWABLE PANEL LENGTH * FOLAT, 10 THE ARIMIN OFTERMAYED PANEL LE14M - - , I (9 MOSE-ILA&L �- -2,wo,.--- L�J_ , j .;j7,,-5-To i-jAs+m__ I* -17 - __J_Ll/2-_j REVIEN 1L+1 AND 11._�� M&O"r i nib A 8 M =_ LI __ (3) SCHEDULE MO* WAR, PANEL WNARS POROSITY QUALFCAMON, I wwasom - , . jMAM`xw`Am__w "I"HORNIN q J, -A_Imul� QN ramu-mama - - I --I - -- - - 3Dw* --- i , " ANSTALLAT0,5 INTO WOOD ARE UNITED TO � 0 0,10, MAX �kSO. Or" PRESSHK RATIRS, E,4' 13, .�- - "I-rs A"01, FiA %, � 4f-� 2M* At ,?, A TI4 (I Ile NJW I I J A% it HR - I 1. .w j 1.1"XI15 .1. Toutue-OUT .,# S li� 10 & 11 POP WAY. *-SO. DES4N LOAM 6, I" PANEL LID", FOR I I �� ". 1 e �Y_ �: - " Z^ DIRECT _� ARAILE I SPAM ITS LEM, I I - 11 , - (USE ONLY iOR 1:Z WANG STORM PANEL - ------ --- I— � I. � I -- i _J I . .0621 - -f -. <p -"- I - __ " -*�,'.�*)��Wt'ge, ., ,� SYSTEM) 6DB3-Tfi ALUM. ALLOY I � , : 11 ri�' 1 ,470" 275 MR I z , TOP ,4Fjwm STUD 0-'�� ,__ I 47�- =��71� _______x i I , I -1- I �i I I . , 1 FLORIDA BUILDING CODE (Non High VollocIty munrician's Zon?� BOTTOM mouw "EWA ANOUC TRACK lw= 1 AT $ 1, ,��, FLORIDA BUILDING CODE (Mon High Velocity Hu cone Zoni I , ___ L I =::L af - -i�-,'- B : No. 44167 ", 1E � .,. FLORIDA BUILDING COGE (Non Wall Valutary MIA 9.11. Ap)t 200 - A. " 1,125 '0. � . - . � -_ - - -_ --- 11 - --- 7i,_ - --- . "'! ,,I� 1 1, , ___VIN� a (C5,p m At ,u 1------Ir- , -- ; - &I*" I - - - DIRECT MOUNT - - - __ I - � I � . - _� - --- I I _-* mTimc, AlAa. - I `Y- - 727 m-- 3v w Ite f so� - - D. 44167 t� -_ Sialt, x1fto. iw� , - .* I -. 1 "liO. ALTEM M, 24 "a GALVANIZED STEEL STORM PANEL - 1--F 086:� 1: , 123' �. I_ , fi- - -' � As, —, 24 "a GALVAINIZED STEEL STORM PANEL -------.. - � z � . TRAIN ar j ,",�L f�., ________,A_l -it, S , 24 CAGE GALVANIZED SIM STORM PANE1 FRIN IT, — . I; WOW BY, -_ � '. - I I I I ____ - � --l— .a��..� STATE Oi 1: 4 11S1xI.!i* STUD ANO V. 32- 1 32 3e 1 IS, � E I — — ___________________� — - 2,OST � , ", I - t C,-, * g �_�� NQv_EIm_9Qm9wAuQN_w_119=Ea1 - � * s - - MP,) ;�_ 1 ,54* — ao. =.1 - � - I/vIlm - — _;�_ - —Ir -I---,---- __�T--w I- , — " GLOBAL PROTECT . ""' �,_ .W-- I � �- ,1 , i - -- --- -v srm,m ------ - - MIN - I 111L ECO me, GLOBAL PROTECTItON PRODUCTS, LM "AD"" Ir . �r��,_;, / 10it C 0 INC, [ON PRODUCTS, LO P'"i F-D, = wor DISTANCE -� "CA'. - rl" _/11LIECOINC GLOBAL PROTECTION PRODUCTS, LM " L.- - . ____ __ - __� - �,Ar_ ---L' - Va.% � -, �� ,I, t- I (SEE SCf4EDULE ON TOP & smom mouhtfiNDS CAN BE S� '. A 1 POO A,W, 5, , � 51 STRi 'Hommil 0, 2��wrv,v � 11 I TV"" &== - , _- T FT M3" ---,r-- Aw- AR tDRIO, "', AW`i Fk- ar - .- __ low SK SrRw �20,1' �� 3. W se I w I, -�,,'�� OWN �.-g:� 4, iAAHI ALA=,v - 70,z�i,i X"I - , I It. "'A&, Ncox_lw� FAI4 ft.)ON-6197 20-175 I I rig-aa,911S.'"m1i, 001, _!!I __2!" 1 ._1__-_ -, Hi'y - A, ; SHEETS 0 &I to) COMOINED 44 ANY WAY TO SUIT ANY t11 I A. N - 20-175 I - i � ,., ,,�;kG I� .1-1.1 I _10m. RINTW,�. Rt�- ("'Hal-Invi 8vjm=2uT l015 & (p� WAS14ERED WJNQNUT � -AAA- 4AW'd, - I I E .- _&: I W � 32- 1 %'!�A,40` , / �!: � P-W, DNMPNA-r.,IlL - ot,M)AAlm-wrar, . _e� I `_ R` `M` --I", pftw� - *C 1 9 C�', -I bw w I 5er ;, 1;k_._r__�______T___T___._r_� -r_- 00me"a ".� � , I I - - - C%WM A.: (i� 0%, .A�;-4c,-w 54 20-i76 ==_M , �!% INSTALLATION. Z� — I - i-.1 - A� 9 - c.-"w,q I — , - — _ _ (f� ----I -------T __ - I __ --,,,;, N 0 Itio"05,vi"m"Ll"110111 mm =.. PS, 11 -111. wmm.) I — ______ -_ 141i I I "m 4 *F to _!r!-JEAr�K �.Comlo - , - H& 7 "TE (ZAWC Z A-LOY) RE SEAL/saw"Ar/un - "'. 4" . I I'll A.,F Ii ___:��A. Aix- 1 sum ir or is I - I . VA" 4 or Is W"URR I ITUI .10 I TRAQK-Ad= __ .167-- ___ -1-1 -, _'::.-::::::,: � - - ____ I I - iAi� Hit ___ 5m 1 . - - __ I - - 1F __ _____ -------- W-TIALEWTION DETA REGULAR PAN" INKTALLAIT19N DETAILS FOR-MULAR PAkLE, !NSTALLATION )'gJ&J,5 it "-- L rA'l I , I - INTO WOOD STRULIUM, � F___ . PPI?L ?E;_1,&AR_fAKLAJNTQ_W= TRUCTUM � I I---- _11.1-1- 11 —1-11--t-, 1-111- --It— - — __ ___ - - - "I I I - -1-11 I- 1". 1-1-1 1. T - 7 ", , ','�/' " , I ,-I - W, - I I 1� I I— 11 11 � 1, I 11 - - � 1 7-- - , U I SEPARATION � 1 - I � ,,', � I —_ � I I -) " � i?,_ " , , f�, �7,' - � 1, , h, 1 177� (j " " I � 'i, � - M To CLASS. -- ___: , - ALTERNATE CONCRETE - . 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BLOCK I � I 1_111!� r ADEQUACY OF MVINO WOOD ., ,I 11 �,, I._ _,_� i Cn SHEM 9 DANOUG" lv�., 0 CONCRM BLOCK I � ��_ � M I ", I r) -1 ==An I WAM TO BE CERTIFICO BY I -, ,� ,. -4--f I REOURED, I : REOLARED. , " � . , '? �11 I v �i� - I I , - , " ,,I , I , I �11 � , ill I" , " --t- - 1--l-I ____ I v Lt., -;e44--W-i'_ 11 �, - I , A, - -40 I �,, , " �, I , I I[- I I , 1. ,) I e__11_11�1 � " � � i - lfli) " - � I mi � REGISTERED __ _', , , , / ',� ; . 1�, ,11 - " " W ,� _4FERNATE Ito ,,, I I � I __ - - -I 1 3 -,--' - "I LOCARON 11-1f;," "w " W ,� ,� , " �, 1, I i ,, PAIIML "NONI , I I f, � I � ," - / Yl I � 1� ) ,�, ,�,- i1i � I I I T ' U 1 1 g I`= ,- i wi, 1 I t _ I ANCHORS 10 11 Bi , , RED '6 - -- - --- t GLASS I I (m SCHEDULE ARCHMW PRIOR TO SH ?, � , i 1 ", I --f-D CONCRETE ANCHOR$ ,-,, - WOOD . 4 WOOD ANORERS �,�__ NZZW W-Clj I . I � REBOIL W " I I � �w 5 EDO � e I 'I �_____ ��_ ��_ __1 ___11 04 SHEET WON DrIm I , ALTOANX,E WOW ANCIADAS- �, ,,,,, I � , . 02 , � 11-1-14-vow - . ,� �� B WOR R - 1� � I s � "I I � - .. ZSCH "I., , , �, � 1/4* � 1 ,,,, : --�, I'll _ - , I k SHEET I 1) '� SSI, SpADiRY f j,' � (SEE SCTIEDUtf ON (SEC SO4EDULE ,ON ,� ', I - - I ", Tx Fc� OAL � ; i 1 � , a , t - I--,-- � 41 � V= IMPAUG F-R, "I I , , f" 12-� NAx- I I � Sm a*= a , , I , I - , ".*!, 7--1.1,3= - NNA wmk,i,� , � @ I, 410=060 p � SpArm - I -L- -�_ n� T - - -, �, V AuT = '40 .-I � (D I - ITS swK* Off . � I - or I ;e,,,� SHEET 11) SHEET I I) �� a I LLL , " -*-1W* �% 0 11 :�", , '� , , " .1 11� "I ! , 'i"� ,,, �� F1_ UM � I I 1 I1,14* ... I i I I I , z � I - I I I �� V I In- � � - " Ar 12 1,� Nc W i � ,L il, AS, SLAi � � , , I , , � - L- - �, LENGTH MAX - " I , ,� 1 *=" ' � CONCRETE AMCHONS� -g,��,- I- MAX 11-1 �Ii I , � � , WOOD HEADER,_ �;_L I _,� " I;, . I (D I ; ,/4 � 11 ... I 11 --r 1 - - ,_,__,J "' , _ I — t : � --- MAXL - "I j 1/2 - '________ U) 1�� I �, " _ , I 7 --r-1-1111- -1-1-1-1-1-1-1-5 - - --I -*--a 0 - - __,____1__ _ - , � � I " 2- � ,:� I 1 i , f � mi�,. � IF;" EQ t, - " -I". I- C: I Wow HEADER `,1 , 1� I 'Cp j --- Piro , , ---, 111- 11 � � - 1 3 : - i �, L.- '? I i .1-4 I I � � � ; .11 � a ,/A- &C � I V V f� I , , - - ! - -+--& i sw.m bom f . ' I � ViFTC IF- mm�sm IF :�: � � -11 i � i � 1% I 'n - "P � I :: sIsirs I T,iiowaw 10) � , -j , I , , I 1; � 1� so! _T_� �_ I Ex I "mel, _w 0 �,, T "" ,,, (f) - __�___ � * � (AD-- 1 E-A i ,�� , ""t,, �� _, _4:��4 ----_-__! I S � q �1 i Will'it, I ,,,, I"15 A ; i - I I I . W000 ANCHORS I ,,, PANEL LEND11H I I I i 1 4 I L ji� � I A � I Ill I � i t r".1c �Lj�- 1 1 n I I '� � I _"I' MAX LONG ALUMINUM SPACERS 0 A2 1/7' . � 1 2 r - � - _112nf!�� - 1 -,i * ,2 Vz' or , _ , i I I i" A I I (SEE S"ILDLILL ON -1-1-1-1-11 Z5 i i I I � " KLUIANALD �_ , I � I I I ! EA ',', I , I � (SEC SCHEDULE , I � I U1 I I I I ' 41 ! (SM SCHEMLI9 i � M"'L " ftj I I ICU I I � 1- - I I � � r 1��: - O,C_ (SEE DISLE #1 ON VFATT�l,S "" I t sRSET I q 11 1, - I f I 01 I it I FOR MIT =) 11 ,� z I 1 mlnil 1 i , C4I__1 1 1 -1 I I m 1 ; mm� 01, =I 5 SEE NOTE - BELOW mi�, � �&,''4,��,',� OR 4 1 Ft,- I - I � 7 UFARADON i vm� It "I" MAX, � �, � : � ijt � I �� _� 1 , 1. 1/2' LONO SLmVm �EPARAVDN Tr ,1 , , > 10 BLASE LENGTH � � 7 � I - � , - PANEL LEN(TH I , � : % !"; � T I I , �x I EDULE PANEL ill �, ; , / _, ; - I L ,,� i (D __01 I ; L, j�� v IL (1) Cl) � �, �, � I i 4 A L_ - '�Oi."` I I T. = , I- f,�) ,,,, A'"IfEts I 11 (SEE -1 = I I - ,/#,Vi 9 a (SEE so SCIK-Buir f - - - - ,,� nON 10 OLASS A, 10 P�LFI i (SEE sTmECTALF A " ; , � I t ? 0 1 - - I �1",f' �� (SEE %Hmuu ) I w � __PMa MAT. F11AAALF. to DR, PANEL MATE SHEET� 3) ,I . - � 16111 SEPARATION TO wss� , i I -9 ET 31 ON ; 10 JI" I .I , - " - ". I, M.", (SEE ScHmILE ON SPACE � ,� j� KOS (SEE SCHEDULE ON SHM It) 1/11�Ar �- _q i "fY,x , on SHE DR 5-1 I I : I I , 1-1-1 I V. 0 i , SCHEDULE M ,SHEET 3) '1;a� 11 I I - - I OR -SHEET 11) IT i rw".11A , i i I � 1, ' �, 4 C On ;�, .0 L_ 4 I ,--i � . I I ; I I - - i , , - , ,A ... � , , "" �'j ! 0 , I AT I � - I -1 __ -11-1111, I I ON StF E) t- - - --- - - S�k - � �� ------- -- I " �1 , ,T-� --- , J, . rr A , ..... F`111_ - Z1 1. " AI� L - ,.,.,:��. � � ; I I �� ;,� , I PANEL L&NOTH EL -C � _� , U ". 11 �i� �C W t1___,________ � "Ar-1111111-111 I On (SEE SCHEDULE I � 1. - ME SEKIWIE 11 I I - �, � I 11 I sui , 1---- ------j .:,u 4 PANEL LENGTH � , __S)t!E ��11_ � I-- - 'J"_ I -, '1;' M". . � - 11 war Ilp Romm I l-, J, , mr-:111�4 4 __ , N (ux R* IN* , larvAi ol" I I I , � �SEE SCHEOUL � � , LING", M 741) PAN L"CTS I I x UMF_� � TO GLASS, 21,i** wb _1 � PANEL LENGTH . � I I = T,_., OY SHEET S) L , , ___ - v - , '� I . -1 i, � I � - " L_ " : I , - - ,�� CL r, I I ON SHFfT 3)" I I -I I I I Mt� SCHEME C)AISUAW-A - � F' ",__j_ '� , I I SAW 3) MASS -1 onshog" - 1--, , ,,, I wtfif_ -M ON llimmr 3) � SETIMAT" I r ; � w., - 'fo � J , 4 ____ � I � ON Ext5libta , �r J 1- - 7- T , 1.1.11111il,Nq- I ir ,-j) � PLATE PEOUIREY I- , � QLAS-. I '- 1 TO GASS, 11 i"'&j - I --I I - - A _" CL It Z2. 1% �, 1 1 1��_____,�_J_A GLASS - _,, I A - A�L - - I , ,� 11 11z,' - -"-----I � ___ __ I _ L ----- ____ __ T___ ON siiim ,3) -XV -_ 1i �11 i A � -I �;GKVCULL I , 0, " A I , , � j � I I p SEE _1____Jr,�i__,_F__"� - I : , I - I I _,I I - AdI -_ I w ( I : I A', 0 w I 1, "I V I i I � 9 I ! I I i 1,-�.�,--�-�,,��-.�,-��-,----��, - - , -1 , ,, - - . ON SWAT 3) SEC; ,Tix 2 1 - �__� I * I � i --ou I I I _�, - 0 0; 10 fl-li, Gi I . i jr__.___vA _,__E1___9'- I ? : I ,� &1E"wft"v . i I I i i 1 56K � < I it I m", _____ "A" I - (_-1) I i I $ME 13/0-11 It i S61; i t 11. A Mo, a 0 _'�_��'%i_,`, �1�1 �" i I - , _ � or V - I , I � I ,,,� : 77M , ME X�ji ON SHEEf I I FOR Milk. PANEL LEKTHS * F - I 50% � , I � 111� 1,110I - SPAM - i I 11 50% ! - "A /2� ox� I f N I _ ` � ____j i , V i ,.I � �, II I ! - --f4 .� C-1) OF "' : N (i) '11, - i I i C, f , I , i et�JEA' T I F I 1-- I � MAY. t I � L_j - - - __, - - i ... � ,, __3 L040H I vF ,L* i I .�I OESICN LOADS FOR THIS TNSIALLIOION� 0 1. 1�1/2 ,�,?-,�g, =�=* �, � i I I , t 1, I I 4� - I I a 12 1/2, O. � I " J_ , - , - - - A N , il- I i,_'1'_1�e1'_1 MAX '�A� : to L � - _j____r 1 ' � I � , fi�`�._ � i 41 , I � - ; 4 1 1 ?0 �, = 5 __ I I ,��', � L f , � 1 .. ., 0 1 , 0 " I L" O" I __ �': , I r,", 1 i F_ 'j4,AA-2Ul' W 0 1 , ---- ", — -:71 i ELI "' I _1 _1� , � T �. I i - 4t � - HHE,z] � ! I " 4' a 12 1/2, OC �, �'j L .... ... I I - d �� ", - I i I - ." t ; i k , " - _1 : i � ROLM " I I � I �,.f -", � � 0101��114 111 � , , " , � I , . I'll, '1� ,- , I AI 3 I - - i 11 w 0 mi. *_,, I iL_7 ;._E---lL' j -1k, ,,,, , r Q6. vt_ COWRICIE � - . I : ,,--, I 1 N l � I .1 Tim - _A I 1-1 --- 11 --- I - - ___ ,� " — 0 '�, ,L , f1] -------- ----,----,----"------ I " i- CONCRM �,_, _11,1 ll I , I I i U % � �., ,L Z,',� -,i7_ffM�5_ , ($Elf SCHEDULE ON ,,�`K I � I �, "� `,`,,,,`��,:� " - I ,� �.. :, '�,�,�,:t " I L (SEE ScHD - wl'z —L- - - � � 11 '', I 'I I 0 . 11 I � - r , �11'� '11,11K4, " r1a , "', I - il C EXISING polim - v,7 '9 I I I - i - � ��,,,,,�IE,�_ f � 15, _44 s "tz, , ' �, ' �' 1,#1 L - I I �4j __' _ WWD ANCHORS I ** nm I - I I - I �_ I 11 - � I I I "_ - �� ", �� 2 ?IV L040 MAX, ALUMNOM - �, -, 4'�'� �'_ L � AGGSKE, W/ Mo i . - - __1 4, -- I � 1 3 1 , � - , ETACE Of YLL_ __ - �i, , . I ; ' . �fj L PI I , ,,, , I �If,�; Si 9 _ ,w ,��,X ,,,, � Z0 7 11`,,�`��, , $HEM 9 NROVi 10) t/- ', 0 11 SPAM$ 0 1 VALID POR Eb, ! _j - - ___ __ -,- f -� I I I I 0 , c� � ,� , � SPACU SA ANAT BE I fir 114; W, � I C=ITIDR) L%X' OX C - ' �, , . � ,�� (Set %K_ .. I �_, " 41 1 1 Wool) `I*.4AI WOO ATE I I I I 111. I " I I - -, � -, ______,___,�f1 9ZIK' _ f.' i � � LENWHS Pr _,�, '-7--A� 1" ! - -- - ---- � ------- __ , , � � : ��r SHEET I A) -4- __ ,___ -, , "" _+ APOLARM COCANED, D P1, I - � "f , � " I ATREHORS , I S)�F = _jMSCft..%R01,1RFtL,� � I - L ___ 'I � � . - _ - 2 - , 2 PmSchmulmlf 04 - 03STIP4 P"m CONCRETE- I � I I I . i I . I I I I R , __ - 'L CONCRETE. ANCHORS I ", CEI Oil CONCRETE BLOCK WOOD , I . , , I I ; � I *am � , I � i (U INIANDATTIAN IS RIMED TO A .w STOR, [ROXING's MAN If I , 1 , � I _ � _R SHEEr 3� � � I � I AD131' RED" NNIS IS A f"TIFICTIOR FROM MIT I WOOD MOHOFOE ��', --- - -,- -,- � (SFE AN PLATE . � , I i I � 1f � "VIM WOO WIFAINTLY WMW ON SHITT I 1). � " I - � ADQUIPEO REWIIEU "� � 14* --l- - - 11 vim-, 1 1) ' � ' ��L' '. _' NOW ANCHORS I I - " Swww" To QAW WWATO i � ;, I I 0- REOUITTED, 2'x4' I ,*,ilp I I MO, "** ALLM i)v SPACM 0 1 , I 11 I � I L �1! STAGGERED W/ STUD I an iiiii 3 m&kvrx wn�o I/4- m I T �', - � � �, �, . ------- - I 11 I � 1,11" _ AS _�CRETE , 11 _�� 7 _1 - - , ANGROft WAM lift Cob ,SEE 5�17111_ _� __ I ` , "I I'll "LIN � , SCHMULE 014 _11 - 0 C. (_1WE TABLE 0 1 ON �, 1 OR 3 - - --ror- ____ I 2 t/2 _ �, I f,l) 1. " cu , . wow - I I SKIM 9 THROUGH to � L I , -1 ,i,��,� j PUT,i REQUIRED S�AADART .1. , , I RMZ �t"OZioArElIFIEWILE 19 00 � Sprmts a it III.) , 11 "Wim , L ; PMe,L iT I I z 1 1 � EE sr -44 .5 So - , -- � I ;, I I I 1, I ------ , , - "I L I I , , (s- �MULE ON � u , ARE � mar " %0" '21 1 1 � - . I ;�EET , 1) I colilum *TK' I CHS IS A AIDYTARTITNI-ROM /2' "L VW,M =4�Olt � ,----2* YARM -- 11 1-1 I- __�� 1-1-1 - - � , $WET 6), i , I i � I , 'L� � , � I � � : � , , �i� ,-- 0 a) - - aumsk" � I VJLINa AND FLOOR MQWUM A i z I I i i; I (I) = ASS vzslu, PRoisome I � Ri MAL 24 CMAE PANEL WORST 4 UIA0010 w* AT Aft OPEi" I U) I I- 11 IIINTIM9, I � ; ' I A, .00. -Ni "It, i I No I , '� " I �L' if i i � I � , �� ; ' I , IL - L " 11 - L Lcom As 3 EM r A MIFICOON TRW tA%M RANEL "NaTIM AUDITS) ON i I - m 11 1 (2) r" stow P" SCREM& SAIM 11) I � __ - " -, - W%� SrALF :I/8�, I , I - I - i � - - BUII R-0111 mWiNg L. ! ALTERN&TWIL. � (P) I A/I, 1004 SPAM GOAMPOWAr #W, WAAAU. se AS motom ON i L, I NA"-MQWaW m = Tig I war 2. Wkw,li'm OF I 4 ONG S'Am " n OWY � I ALUANAILYL-0 i AN WGDC "lliAL, i $� S/19. I, m 7 WALL, i SOLE 3/6-1, V" m WOO w4m 1. 2 I a utromo By wim I .OVA,40##if,4 SCALE 3/0-1- AUTI,� �' i 'm I " I &�, ti-NAIN, srpiam Mo Dir 0% ""10 or THE FLORIDA � wt! A 'Y "" I I I .'_', 1�1 1%1. i Mrs 1, 2 A, I r" Rith, I I sululm tax , �_ TIQ11111 i 00,04004HAHAR ! I Ai� 0,44001li i ONS-041 I . 4�`\p'N'g ,� ... ��% : L------------ �-,----_.--�_.-----,-----,,�-___._j , w ,�A�*j� A, Till k 7,14Z ioo ________o__Ao___ / I , I , " N.. I 4100� NX W= �� "' "' k I = \\r, 1%. . �, - I .... � -1 _1111 �, . !�. � - -� , - . -_ _1 . I I . SM .'.11 \yk�tlll -. � \ , RIDA BVIL 4ND CODE (Non High velOcIty HOT'. He zond wJLzQk.GQwwvQ&_QE_sW=; li*� NO. 44167 .1 S FLORIDA BUILDING CODE (Nom High Ithioelifty Hurriparim, Zone) :E . s1t - FLORIDA BUILDING CODE (Nort High Velocity HU icorle Zon*)i __________._,_____ I 2 ------. ____ W; ��_ __,_jjj�L — _F Ac� ,� z 11 __ - I --- 1 - �111_ i. INSITALLATION ARE ONLY VAJO FOR MAX. A_S�D - . - ---: lk-i- ,;I, ,W I - - z 1 c.44167 '. 1 ozm Rr'voi. AAAC_ 24 GABE GALVANIZED STEEL STORM PANEL Cp, NQff_,rQ8_qQ"N 1� iNSTALLATON ARE ONLY VALID FOR MAX, A,154- 7 " S 01F,217 FARM w- FF, TOP Ar 60TYDR! WiUKINGS CAN BE ITESIGN PRESSURE RATING (p.s,f) AND PANEL s-O" < I - - I - - I -,- DR". all, ATAN_QE_5EGom: DESiGN PREESSORE RATANG UI,s,f) AND PANEL LENGTHS . * zi 1 24 GAGE OAEVA%In0 STEEL STORM PANEL -!n uf�_, COMBINED IN AMY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 LENGTHS s 11% STATtDr .,`Q7 ,f - 24 C40E CALYANIZEC i -, * 11 - * I , _ __r 2-P = . * I*! I 1 . * .'e, � , -- 1.41 PER SCHEDULES ON SHEET 3 �FXCEPT FOR 1 -01., 0�1__ I M-TALLAT[ON, 2. FOR NEW WOW TRAME CON "aUCItOPI! WOOD ill .joio!� TIT am, 9)m_fp9_,COtlIDjNAjj0N_QE_'jE=1 &-� . z <_1 __ 071",lirm" Top & BOTTOM MA)UNINGS CAN BE AS � � L 11L fCojl,,� GLOBAL PROTECTION PRODUCTS, U.C. -- MEMBERS 10 K SOUTHERN, PINE No 2, W1 SPECIFIC i ,� II, - " "' IL ECOtwc- GLOBAL PROTECTION PRODUCTS. Lm _� Ir _10.� - 11LIEC01me. \GLOBAL PROTECTION PRODUCTS, LLC- u,TO COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2ii % �R .. STATE - trtm - f� - 4,j, , E,U - EDGE DISTANCE S,� -o", STATE Otj I , `� IF I' ^_��W,:�-��, / - _1_) , . __-",-L,- ii� lwm SIAI, 51 � - DENSITY OF D�% OR EQUAL, Y z N�Aj, t, - Tmos A, OMMLI)OW. tvw.w. I Almr I (SEE SCHEDULE ON I "� rew SWI it smw --- INSTALLATION. lsi',e --�AZORIT)77 A, COUP Ali,, _j , _�, _.. 0 TOP & BOTTOM MOUSTINCS CAN BE 'ji;, �e. At V %_Jl*i� ". , �, *1� � 14,.c, Am vra_* -r—EFER-Sr, ,oc olm),W:w-1-Un�- fq(1*,S- -175 2, FOR NEW WOOD FRAME CONSTRUATIPONz WOOD /-- �t.AAr___='M "i A,tow Ors4MM-0-7-14-5. F-M, 4WO-tomI -175 ,v, I - A21 `A`dK`_ "1%2760� X� -m 20-175 SHEETS 9 & 1 0) COMBINED IN ANY WAY TO SUIT ANY . _.a -1 20 AH, Im 1. � WT N 20 ___ __ __ --a.tot-1 � P., 401vi,, U", 0.). _,r- I PAN 1YI M, GAIN, (" . AN_ / - - WSTA"TION. N. I-lunblU v I ,, - MIA, Namma; Ai,� MEMBERS TO SE SOUTHEtPAN PINE No 2� )VI SPECIFIC I ok-man < I _4i� , - � - DfIMS4 N. , -I- fl�llq . . — � DENSITY OF' 0155 OR EQUAL 0 A rA IVI, , Tlf_Eff� __!!�_ plf- MN�lwmnw4iMIE - TO, - IfIll"N � W= TILL �JE , I - IW IRM . . �. _. __�IA— WMEM �L H`U` -, I Ali I.A.,pL 1�1*j�= �� zm _I01 It _j . WAir b or 1. HUMADA Ur, 4 'A" ILL Men & 10 to I L___t=___________,__��___ 1% i tl_ I I L_____ - , - , , 1 ",67 - if I __ -----"I __ 1 - - I I k---- - Q_ I SHEET NO. I SH 1.3 6 .----- --- I END CLOSURES DETAILS FOR INSTALLATION IN POURED QONCRETE , CONCREJE QLQQK OR WOQ0 SjR!JCTV,ES-. VALID FOR REQULAR. UEE , STORM FANNEL J �AEEa I E_Z HANC ) SYSIEMS _ __ __. -1, I - �l , � I - -.1 `\\ , =CtIM. I v -, --l"'(A)a OR ��`__- '(9 ' 31M I4_i4 _, H-i4 op - I 1 2' . 3" . .093 - _', �9, " , I :'.4' WOW FRAW 600-TO ALIM I . I -, I � , REWIRED . I _ -1 (A) & 0 MG,E iwTN , /,*-. 1-3-/. � I -1-1 ." , -, - " �� /4 -, um-'A�- � 1,11, I - . 2 1/2'� 4 , IAPODN 0 12' D.C. �-,� '�-,---,l ) -,-- " , I. POURED CONCRETE, CO �_, ( i ) W, 1. ,, � - I - / I .11, I --I 'z OLOC. O. rw w000 rRm&- IN "' , , " - "' -, Cl ANOKA . qfStp7O, 2 ,/2 � - � zVOU110 � ./ ,-,"" t" 2*.' 1 1 L - _(g. OR(3 , . 4 - I , mi�, � ,,, , �, - /-\, �,, , " "' i,_,,,,,�, - - I I 11, ,_ �� "',� N, /1. ,�-�; , , 11 , -, - 1 ,,, , ., _j �, j I _,��l I . . . . . - / -\ / , Y�_�� %� �� I - \ 'jAMEL , I , I'll ,.�_� , �' �, k�� tj " I ...... - � --,, �_J) I " N I . " � -j I - '. - "To 'I- I MIN) ... - � V.;ftv A,NC3*lW** I � ALTEANATE LIM LOCATION - E" , _�,�, 9 12- D.C. 1 2' 11 : t5s: TO,_ - - - 1-1 w� j I I , � . VARIES 71 I r 5' 55 - . � �!�, \_/ , ,�,�E , AL04, ANOX OR � 51 M.. Sol L <01 I yv� � I , � I V, �q , low, 3`fM-HIb4 SHELI POURED CDNORVI - � - ?� METAL AVM_ MONT PLATE �_ . - ___ - - ,* x 4 A ,zs' � __7 I- � BLOCK On 2 '4 11 I' T� - 31 81 1, � , i 1" T i - / REWIRED CS _ 4 OR N, - I I /__\� .", : Z3_1`6 910Y . ,,I 2 1/2" \ I / - 2 . - I < I 'Wl COW Au" MOIX - --- N M., CAP \_/ 1 , /,. 4 BoLl ,J7 . 4' . .072' . 12* O.C, 3105-N, , OR 906.1-TS �W 1,14MCOW C-L A- ANCLE I CASE 8 (PLAN) CASE D (PLANI � SCALE 1/4'-I' SCA_lE ',/4-.I- SCALE I/4Y.I' SCALE 1/4--i- 1 . '�_, ___ - � _Sv OR Ck.,N , �11 F " I swo� I -, i _M 040 PA.ELWIE _�___l , , I Fwa 0 : -,� -11, � I 's", OR PARELMOVE F.= . ,, - I -, -; ED , , , � i 3x ,-., �, "� \ - .9 ID �9 OR w - - W,-Ta I - - P, , =�,�S,C,%,__�� VARIES 1 1 04 2*.,* WOOD SIDES Of OPENING SOYEWLE ON 9, lh (WIN AMNELL I " FRAME REVARED As A?�UCAIILE 'I) - - . _1 10 a 0 -1 2'_� WOW FRAME I.', 6. .- T & 0 . . �� cwmm. Camcwte REWIRED - I " OF I __ " I ; "M -- 77 - 7. , I , � , , I , I �11 , _ Av I ". , OLD" OR lt'.e WOOD FRAME I "J> � '77 -T*777 7 , ."�.,� � � , I ,�, , ,'.�� I 11. 11, REWIRED I / I �� , ff pe., M.; . �� __ I ........ , M 11 '� ,,, , / - �, "I'll, I I .11 114 - - I- - 4 �(2) OR(_t \�,_.",_T�, ", / / - T - p VARIES I ,,-,---.I REAR PARAUEL TO xm, i ,x I S* N.A. , - PANEL) : a (NEVIR cut END � i X - KQ,QSTANCE `77-7-77-1-io�, 1--p- I 1. - \ , I(, / W, I ! ,_ � 1-1, /--L-,\ /__ y --- 101171,4, CASE 9 (E _-jT ....... \ � , / , A j "" XII�vl - kz;;�,, SCALE 1/4�.I� -.-.7 / - XT".1 - \ \_/ -.0 iv - ....... , ,-'. VALID FOR DIRECT MOUNT INSTALLATION ONLY & ___/ -.01- ,,l'4�,--`,\r,ENSj�-..-,? � , _ , CERTIFIED PANEL INSTALLATION AT WALIS W1 z .. .. S Z .' No. 44167 I % SURFACE LII VARIATIONS WITRIN 3/4- = *: , = = ' i * ;*= FLORIDA BUILDING CODE (Ron High Velocity HU !cane Zone) - - , I .. � CASE E (ELAN) CMIL F (PLAN) ., , , ,� � -0 Team RIC. 24 GAGE GALVANIZED STEEL STORM PANEL 11, ORMAR, an SCALE !/-'�I' '� -- 'ZO SCALE i/4'-I* , 1 $',' , .._ to .� . ,, I � , I I 07/271-20�. I I "",_ - . // C I L E C 0 w m c I \ GLOBAL PROTECTION PRODUCTS. LL . wl� 11 - - 114111 I I - Nuo Slw. of Sinn - Tw."1Z Xl==l`A"` I? U*%, F_ �14 4 .11 , MoR ,W, - (w 1_-- P.OKL (0-)M-75-& Fa� (W)"s-val 20-11.5 , __ - - I.-.--- �- & -.---.---. C,_0005112 _n,.+__i= __L;_:lj__ .+ - I - - - - -E SEX119ONAIVRE/cAlt WhIm A. 11" 4, . I _ 1. . , n MM L, if !I, , li I I I ,J.---, __ - __ __ MAXIMUM A.&D. DESIGN PHEFaEURE RAJING (R.a.f.) AND 90RESEQN91Nra MAXIMUM ANCHOR aPACING LAR.MN PANEL 11) INSTALLA110tiS WM WQQ12 SIRUCTURES (VALID ONLY FOR PANEL (Dwsm-LATiONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) "K. A.S,D. DESIGN PRESSURE RA71NG (p...0 - MAJIMILIM ANCHORS SPACING FOR E,D� - AS SHOWN ON SKIECTS 6 a 7 A"U 'r-E ALTERNIMT&S Ame: OrMINA1`014 THEM ______ MAXIMUM r,A, IL (ft') , I I TAPCON LAO SCREW I PANELMATE FEMALE to PAINEUMATE PLUS WOW BUSHING 13' 13, 13* Is* 13. Iw MR) ____ __ 13. . 13, ___ 13' - ,3. ir - I* (sorom) - - __ 6 1/2- - _ 8 1/2' ___ ___ 6 1/2, _.___ 6 1/2- - 0 t/2 . ?w (TOP) L- - - __ - a' --'--- - - 8 1/4- ___ 12 1/2* _ 6 111V 2W (801T.-) V-0 OR LESS _.___ jr_____ '. ____ - - , --- - _1____--- If- - - --e - -�:- - T- IT - . .____________ 8* - - - - - - __ ��( I E _-----_-T 13* � --- 13' __.____ 13, 1__,M�___13y-___ ___ - 13, , ly ----Ii---(. W (lop) l4b, -45 OR LESS .__.____1_ 13' I------ i 13- 13---- moriow) . 13' $a' Lw_!T�)_ ____L`Ii___ 13' __!.�:_ ly 13' 721' __! -1/7, _ 1. IN (vorrr�O#A __�__ a /2. _--i- ,/2. --- _�____ 6 1/2 �____ 6 t7i 1/2" (TOP) - ____ - ____ 6 1/4' ____�_ 12 1/2' - - ___±, a 1/v -_ jj -(Om�j ___., >5'-O' TO 4 1/2' 4. 17F a 1/2- - sw ftao) 14'-4' -- 4 f/2- ___ ---;---,-, ,/2- -----,--- !_Y?L,.._ " --r-, - -----.--- 12, __T___ __.___,___ 12* - - ____ A' ii . T " Tro 4W (TOP) 121/2. - L, Ir --I-- 13, ___._ _.- 13* r _ _13*_ - _st/_r_ !!.!!21�� -_ I FOR MAX A.S,D. DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPlZ_ER_A_lSj - SEE M I I USED CO RESPONDING ONLY TO ALTERNATE 2V ON SHEET 6 MAX. oks.D� DESIGN PRESSURE PATIN (P.0 ) MMMUM ANCHORS SPACING FOR ED, - AS SHOWN ON S14EM & & 7 APPLiCARLE TO ALIERNATIVC` "' OF THEM IN PANEL L04UTH .1 In.) TAPCON7- SCREW PANELMIATE FEMALE to PANELMATIE PLUS I WOW BUSHING I - , , ___ , _ ___ 73' , 3- 7_77-717, I I. 6.) 13, -f- __7 7___ - - ____13, 13, 727-7 I* (Sonom) __ e 'I" , 1/2. 6 1/2. _L___!�_ 6 )/2- 6 E/2- 2W VDI _ __ - _�____ 1. - - ___._____..___.____ __ 7 '12- __W__ F 6 1/4' - ___3 a' ------ 12 -, 1/2' - _______,______ a. -- __i;___ _ 6 1/4- - 7w (W"ll) s*-,o" LESS oi� " ) F _� ------- __ i3ww ) ___._ __ I , "'i; - T L15F - __ __ _-, _ 13' .------ __ ___ 13, ...- 13, 4W (TOP) >+45. -45 To +75, -75 � 13L _+__!__l_l Ill" 13, __ ____ Ir __ __ Iz . __ --.------ 13, 4w (BMOM) I 1 7- - - ---!4:- ___ IF -_ 107 1w (iop) ___ 13, is '14 w Ramcm) lw (w__ _____lr_ a 1/1.1 ___i3:___.. 6 1/2' ,-, 5 ;/2- __Lr_ , , ,/l. --l-L_ 5 1/2' 2* tM') __ _ - 4 ITr_ - - - _____ - - ____ ____ 5 i/4- - 57- -I/-2' '__'r:�� ___ i2 112* --i-i2t: - _ - �i-riwd �,N TO 71-5r S�__ _7J/_F--- :::_E___ 8* _,___ :�-_--,-_ � "L_ , I " - __ E�-_ __5 I /2- -N 411 (TOP) --------- 1- . Ir - " " _.13._I__ 13, __._ 13, ___ Icr ___ W (BOTTOM] I 1 SEE TABLE #I FOR WW. &S.O. DUSXiN LOAM & MAX, PANEL LENGTHS WHEN SPACER 0 1 * USED. CORRES�JDINO ONLY TO ALTERNATE 2W ON SHEET 6 TABLE 91 A AMID, DESIGN LOAD MAX" PANEL LENGTH 40 PSF OR LESS - 61-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF , S'_IOl I A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS �T$AW AN( 991;D� . ji�,,4Z.1/2- O,C� (VALJD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6� ON SHEETS 4 & 5) MAX, XS�D� DESIGN PRESSURE RATING (P�-.IJ VMIMUM WHORS SPACING FOR WIN F-D. PER SCHEDULE BIEUDIN ;F APPLICABLE To SECTIONS MAXIM M PANEL UEnTEI IL K) MAX. A4,0. DESIGN PRESSURE RATMG (p"J.) MAXIMUM ANCHORS SPACING PON WIN F-D. PER SCHEDULE BELOW * g= . I'll COMBINATION or THEM EiAmmum PANEI GTH -, (41) TAPCDN SOLID -SET PAkIDUAATE FEMALE to PANELMATE PLUS ZAMAC-Mi , CA"_IN IV & At TAPCON SOLD -SET PANELMATE FEMALE 0 PANELVATIE PLUS ZAMNC-KNUN CALII . 10 TO 10-A-S , , TO ow"M V CONCRETE , To . I To 1 - CCmCaQE O%W To coacienR:. g S,oc, comfivE = - - CONCHM akfac, Comapm I , weanE - wiI ; I . lz� ". ". _zM_ 13, Ir 1 13* ly I ly - �3L "I bl-r on Ll'-'ll I if I y is, ,3* 13, 1 Ir 1_1 13. 13* Ir III 112.1i (w) 51-6. OR LESS __�_r ,3- L�: i 'S. -Ir - - 73- - _i�:__ Ir 13" Ir ___T_ ir 13' 14' 7�_ - 3 13- ir 13- _L 13* " 13. __iiL � ; __L3:__ 13- _np-) _ jj�o!�) 2 (Tom __7 _L 3L.4 - 3: _L - . - r -2-- 13, - - __L - `IL 13* __I�� _. 13' 1'r _13:_ I 3" � ly , I __2i__ "' , I 1 13' M, - _i3L_ 13, Ir 13' __Lj�_ 13* L�il_r 11 1/2* I (san" 2 (TOP) _2�� - _F� __.L 3L, -,I?:- I I, __i_3r7 - - � - - _.!12/Z'L� - ar '. t _ _fF I '_ - -I _L�_ ly ___ _ _ '. ----I- '. _�F_ __ ly �l 2: fr - , _�F_ ___ Ir ____ I /!� �_ B. -,.-, 87 -13- - Ir ± I /f __ w -1 __ -,r 13- - - 13- Ir --- __ _ __ L� I 1-1 L2 I /�r a, r __W_ - - 7 - _. ln - �� _ __-- It - _s. - 'r . Tir - w ___ I Y __ ". /4� ±,�__ r ,-a;,- -- 13' ____ Ir 6 W/4' TTW'� ___ - 2 LTTT�) 3 (TOP) 3 (BOTTOM) P5 -60 4-ti-DT-TOMI ��_ ilL_ , 31 I r . I 1/2, 2 (BOTTOM, - 0;-T- - 13� ��_i , 13, -I IV 12r _2�__ 13- - -I- 3 Ir 13, ' ' -1. Ir __ 13" Ir it ITT) !-- ---i- _=_ ,!�_ a" __:__ !j /!� L - 12 t/2 I - � -IF - r ____ �K__ ii I I _ � - - - -.-- , l/. 4 I! 4.�-1 -a' * I,* L -- j . 1 1 ��t. 1 /2' - _ - p12t/2'1_2ij2- m� - r ) i/;I� _ '. - - ___ -iF-li�'--TF-- - ,.- � -, v - - '. - _ -_ - -li.- - i-T 7-4, __F - -_ a- _�F_ _�� i Ile 5�_ _ - - 3 - (Sartain i D&;) -- 4 (wTTONq +4:I. -4:� OR LESS 1 ____ ____ � ly 13' - 1 - 13. __ _!��_lr IF- ly - - 11 __ - 13.-- . - IF" ----. 137 $ 1/ _____ __L3i _ - -1�7-- 13- 6 1/i� - F ,_11- - ' _i4:_ L3:�1_13 s I/ - _ Ir ' _�T3:_, __�__ 6 1/4- _ - Ir Ir _ ------- - , a' ___�_� -iL-' Ir I 13, . t-1 ____ - - ly ,� __ _l�:___ i� I ir ----,--- - Is- ____ !l. 13, 1 --- - I:r _ 13- -I---- 13, _1_"_l-,__--_ 6 1/4. la- ___,_.___ 13, _l____ 13" 6 1/4. --1 S [TOP) 5 tBOTTOM) ______ a (TOP) 6 (WI I ��, -0 TO .K -66 _ _ - 1.3, - lj�lrl -T3;-, - ,- _. 13, . --�j�-- - TF- - _ _, �:_ 13. _�F 6 1/4- __ _!K 13. -li-_ ____ 6 1/4- � 3' -�� - "_ IF' , --I-- .1 - I � ... i _� 6 )/A' "* ir I � - 'F"ll 'F.11. , � " - - I- .1 i 6 I/V W, �S. 4 _ - _�__ _IiL;�_ 117 3 -1 . ---_' iW 13� ___ _.- - , - _. -1 13" 13�1' ----. 1. I'.--- 13, -"---' ". ___ - - � _1 13* --I-----I-- IS' Is 7/_ e' Fi"i�� ____ 11 1/2^ 11 1/2- rs�7-;� ii'�6�F - 5 (BOTTOM) 5 CTOYt _��- lewoF I 13* 5� _____i;_ 13� __ - Ey - ,i;i-l'�,,�- __ 13. - 13, I 3. -- 10 1/2' 13* 10 f/2- - IF ,3- 1jr w 13- 7r. 9 1/2 71 9 I _ �'... i sy, Ir Ir � 2 Ild il, _�* I y 1 0 %/2 i =112 to 1/2 7 I /2 �--T to i2 i2_IL 7 1/1 5 1/2 i_- 1/2 I r - -,. 13, 13- -_ �5- 4 i/2' 61 -i- _� Ij2 -- Ti/2- I (TOP) I (BOTTOM) Y��_ ) 2 (sorrom) ____ 13* " 15, 13* 13* a I B 1/2" 9 1/2' 6 1/2* 15' 5 1/2* 1 (WI - --TF- -�-, /-z- -7.I ----- ly �LIV _1� _� 3:, to- it- , it- I ar, 1 6 1/2* 1 MOTTONO 13' 1. _,�__ 6, 7 2� __LL I� 13 __ _j_ _:,:3::_� I - , _��_ 13._ Ir 7j�-- _TF_fC7 .3 __ --!O: __L a t/T - 6�' ___ __ ly a i/2- I, - - ,3- _ __14?L_ --`_O�� 9 1/2-1 iL _L _�_f_ /2- r - 13. .3 _j_�_ - , I /21 I 6 1/2- . , " - 2 CMP) 2 (BOTTOM) - >!V-G* TO W-4- >5,-ir To 9 , , -6 I I I 7. 13 3 I - ' - - - I Er 12 112jILI1:r.! 1 w 13 . ____ /4� 9 ,/2 8 1/4-12 13- I 9 1/2 112-16 1/4- To I/ - � 71. 6 1/4- 6 1/2' 5 )/4- 3 (TOP) 3 (BOTTOM) 13' - 7 1/2- - 13* 12 1/2 -12 1 is' 1/2- -,3. 5 1/4� 101 5 1J4' ly ED' - i2 1/2'1 / - 2 L2 0. � a, - I - 13' - - 6 1/4* 6 Il 4_�, / . 3 ) 3 (BOTTOM) - - Y __ 8--1.5 _ 1/2- _L 7- __- 1 1/2� 8- �� . 1,1-1 3. - 6 1/2 . __ . 3 __ , (Top)-- 1 1/2' F- --W - _-F_ _r __,t�_ -W- -4- _ - _ 1/2�LLL/2� _ 8 1/2' i 3� ___ 4 (W) I __ r -TF_ 2y__ ____ - __ - a �1-r --- a 1/2' a' -�F13�- _ 13, - -_ I - 6 -,.---10' ik±J�fl _W___ - - ___ ,3' to' - ,*� ,',--,, � _!_ 5 1/2" it' ___ - - a' I" 7 1/2'1 1 � - �_ I '. - i - ' /2- ' �/_ ! ' i/7- � 4 EsarromIl .11, 1 (I-) 5 isiarrou) 1 E! N, ;: H_- ]�7 --,i;- I - . - , - _��T ir li, - 5 112* I ' � - I (BOTTOM) '37 1 7* 3 _�_ - , __ . - ". I ,3 ,� � . �,� . +�--_-. I I�s'. - H13* S /2 - I 1B i/l. ___ . -9 -r' 9�,! 12 -.-! _'/L 13* 9 1/2'1`10 I, 10 1/217 - - � 1VT T'/ _2', _a_ , - 111/2 - 1/-2 _�_!�2 , .___ I,3 - Il F I 6 - - 1 i �/,� , 5 (TOP) E. ;:;�--) t'j� I, T:k- - 11+11.0 Ll/ 17/1 -,,,/I *;: 7 . lll� $ ,/Z'l 1,1*+4 1,/I' 6 ly - -F- __ -,2F - . '. I' - .- .� ; , le / - ,�: "! I C, F - - i-q2T pl, �/, __� 7_1_/i L?- - _13�_' I'.— _:� �1/_4;' `is7_yT;' - _�_I/_2' ' i-CICIR) - - r _. - I �l - W Tli/- -r::L,:7-: 2 I _�T - I -, , i_ t /, . _�+2 , T, _, E iW" . ___j __. I .......... j_._" - _�_ 6 t/4" i T'7;z a 1/1-16 TL4 - - I - - __ E_ 6_�_le i-t-w-F-) ----,--- - SEE SKM 11 MR ANCHORS 71K & SPACIM " 0WALLATM INTO *Dw Now autufmim , 'KNIMUM AfIMOOR SPACWOS AND MINIMUM MCC DISTANCE ARE INDICATED ON THIS SCHEDULE FOR EO LESS TIVIM NWATED ON SCNEWLE AMOCE ANCHOR PACIRS IN UUURI SPACING SHOW ON S,WDME BY TVE POLLOWM FACTaft� FOR THIS OPERAMN10 BE POSSIBLE. REDUCED SPACNO MAIMED US" FACTOR SKAU NOT BE LM TRW MINWU SPACING PMAIED FOR EACH ANCHOR TYPE ON TIW, WHEDVI.L _ _ 1/0. y!!t Ile. ,/... I I^*. ANOW M � - - - ,,,-w - - nim-wk, fEwa IS --v __ __ RuS - _W, z_-MwLml __ ___ � UNAM ANCHOR SPACING (in.) 3 a _iiyw_l - 2 1 AP - _ M"Muetwo ipc�MCILM (11) 3 � ,i ,/2. ___� -I/.- 3 WFANve ".) 2i -T-,12 4 ACRML MW MVJa (EA) FAGMR . __ l_______Ijlrf7_ -_ . --7,----r - ------- 7 _� - - - - - - I ___ - - - YK ,- , _ ;� _ .. ., - - O-So I So - 11�30 T ___ � - , _ , ___ 046 lkv!i ____ ______ - -1 - 3' 3,w I -1 ___ - - - -1 - _66 __ i �_ - , �� ___ _ -,- I.Aio - SPACINGS ONLY USED SEWS= DESIGN LOADS & D. IMELSW WISHEN SPACER - __ - T4" Al a A.&D. DESIGN LOAD MAXIMUM PAWL LENGTH 40 PSF OR LESS 61-18" > 40 PSF TO 50 PSF 6'-2- 1 > 50 PSF 10 60 PSF 5'-10" A MAX. PANEL LOCTIAS ARE ON�,lr VALID FOR INSTALLATIONS W/ SOLJD SET ANCHORS & W/ QLA) SPACER AT 12 1/2' O,C. - - - 1-1 I.- ___ - --- - -ANCHORS (SEE SM40NS & ALTERNIATNES ON SHEEM 13. ll� 15 &10��---- - - ------- : - 7 R-IA/13, R-2A/13, R-3A/14, R-19/1[3. R-28/13, R-39/141 ' ' MAx :-I.-- MI R-IAW/lti R-2AW/15. R-3AW/16. R-lBwI R-ZBW/15, R-39W/16. D.M_(j). . - + - * , . � (�) Cf, (k - f _____ - . . . - - __ __ --------- __ __ - - � - __ _ , � , - - ,- __ - -, _ _______._______ _ I � � � - -.---,., ,- -.-, - , - - -7 i 0 1 1 0 0 0 0 0 1� 0 1 I I . - I____ --.------. ,�-----,--]-----,--�ll-�-------fr- - , ", I , I , I --L --- - ---------- F-1 --- ----------- _- i � ,� [ � I i i i � , j ` I � � I j I I �,,'� I I I i i ! � I I I I I I 1 1 1 � � � I 1 1 f �� 1 i I I i I I i � i ill I, 71j � 1� i i , i � . --- - I I P ! � . 1 � �� 1 i � I i i f � � Ill BUILDING CODE ___ __.____T_ I- � - - - ----! � I � � � i q � I L/2 � I I ; I I I I: � . � I i i I v I I : . I 1 1/4"0-20.1* 5,5, BOLTS W0 I I : I I I ; 'I : AX, I j I r I � - (USE MR PANEL LENGTH _., � � ! I . PANEL LINGrH � � T , - OVER V-6.) i . , : � I I / , i 1 , � 10 � I , . REGULAR STOW PANEL I I � ! � I I REGULAR S70PM PAhEJ ! I W-S' 0 .40.0, -40.0 pe,f. I . \ I ; . I I _/ . � I (W1 OVERLAP Mi[) PANEL L06M BOLT) I I �-O__ 0 ---- _ , ,!, �* - - - - - � --- . - -----! --------- �l --------------- I I I . � I I ------ UFF- S-&-- M_ STORM PANEL : I 1 7'-S* 0 +50.0. -S4.0 xe.f- I � - I I I : 1 (W/O WERRAP Mo PAREL LENGTH BOLT) . I I - - I - 1 I I - :, I., - : � , L - - I - J_ I r i i � . I �,f - -_ -1 ; " , . - - - - . _ . 'i , A' USE V-8 , MK PANEL LENGTH I '*- 20. I' � -, - - '' - - - - , - ;. I I I � . AT ALL NiCIUNTINCS - �� I � ; SS, HOL , � 1- -_ I . '� W - �,G��! , , 1/4 S I - - __ � � , - - - I __4__ T -1 I I � ,_,z-1, I I I - � � I . AT EA OVERV I ". I I ; 1 1 1 . . I ll� � '��_ I I I I __111 ___ , _.� - ___ I- __ __,__t______ �l I �. , , �L - I -_ - � _,�_ -_ - 11 - , �- _ � - I ; - _ - -A el ,� - -- -7 - --- - I 11 IT— __ ____-__I-_,____ - �, _ -.-- I ,� I �? � I - - � I 11 , __�_ 1_11 11 ---- -- _�_�_ - � - 7 __,_ 71 � L,/2 L , , , � ", - , � I - , � I � I � � . I I I � , � � 1- � -,-- --,-- - T-- - i "I , t- ! "d � 1_.__l - � � ll__�l -_ I ;� � I . I � � � __ 1.11 11 . - -111-11 - -1.1 _.__,__'_ I , - , i , _ _,� _. - � � I � i � ,� ', �j I , �_ .1__ _ � - -A , . , _ - __ __, - tl 1 � - __ _ I � -1 .,--.--"-"-' 1 __ � � __ I I ___rl�l_______________T _ � _ ', - -- - , - - -.: I'll- -1 I , - --- - - - , l__, I I " I I I , � � . I I I , � [� I I � . __ � ---- - ____ __ _J, �- - " -- "I � .1 __ f_fft.-- -I-, 1 . - __ � ____ �--- " ---,,- i --- --- I 11, " , _ --- ----- - � � h !, � � I ,, , __ � - ' , � � , , I 0 1 1 1; , , ____ I&IT El 0 LIFE SAFETY I .11 e . � I � � � .9 � I PANEL 90TTOM CORNERS ,I 'I J � 0 1 � : 2 � +_____�_�, ___?E_l i_ -, , - . i � - A_� � D.M.l* �, - -------I-- GVEPLm- � , ---I - � . .=` ' --- - I " q) �---- - - wiNG NUT Al__ EXTER19H I _ MN11 NUT AT - t INSTALLATIONS ONLY VALID FOR WIND r MAX LEFT PANEL R441 PANEL 3: 79AX, . 1. " I MIN � SPEED UP TO 170 p.h� , R-IA/13, R-2A/13, R-3A/14, R-IS/13, R-28/13, R-38/14, . �R-IAW/11% R-2AW/15� R-SAW/IR 1-10, R-'IBW/15, R2BW/I5. R-38W/16. I I - __ _ . I- - ANI (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &19), __ - � - - __ I _11 __ 1/4' WM_ GAP ,l ", LIFE SAMY STORM PANEL I ELEDAMON (t) -, 11 , , SCALE 1/4--l- 1, I - I 11, (D REGULAR 2.68I � � I � I ,�, . E I Cl ) PANEL , %0two I. . ..... � - 71,77�1__. / I_lw. --- __ -_ -_ , - Avio " -? %,- ,�- !=- . - --- - ;��-��,�-'��--z,�---W-��,---� ------ I ------------------- == ^� 'je'j; == , - I/ - � �, . 1, I % Ql�F ........ :%� el,;?"", , - ,�� , 7�- I ,;;y � ;`�Z� , " / - , ., i . . \ -, .Ac - ,,-,�� ,; � / "I- � , - , " 1� ,\ ,-, � 1 __ - ,� X0, ` - � ___� ____ - � - - 16_0� - __ 4� =��==�=_ � _�,_ � - -_ __ -_ --- -=. - I �� -- --- z � � ��_ --- . __ = llk=-- I ;,-- I - �\Fk 2 - -1 : = = , * - -01 � LIFE PANEL z ,,,� Riot ?� - - : III. E -, FLORIDA BUILDING CODE (Mon High VvI Hu con. Zone) EXIERM i�� "I. I � �� 011, ..� 11 '. 4 RII , - --'- M`CM M 24 GAGE GALVANIZED STEEL STORM PANEL - - rA DRI Or ,.--l... . - � I -, - 110JEC;, GLOBAL PROTECTION PRODUCTS, wc. "", M_ =--- / T! ce.. . MIDU S.W. 51 STREET - SCALE 1/4,-I, 47�1 i - . � � - � ._ ImIwL I. ! �z I - �.� - -3 ,W)NIS-. = . NSCNRIR-75�k F� 20-175 PZ SEAL/SSNATUFA�IDAIE - 1 CA-0,06710 WALTER A TkLff J, "I - i - oaASv:, - I . MI"- - Uj f .J., , I INSTALLATION QEJAILS FOR LIFE SAFETY PANEL INTO POUREQ Q9fjQRETE OR CONCRETE BLOCK �TRUCTURES I/4'# TAPCON "ISTING POURED 1/4'. TAtCl�t____ BRING POURED 1/4"O TAPOOj_ - �- - - -_ ED 1/4-0 TAPCON , � _9= PO.U1111 _. - ANCHOR 0 9* D.C:, , . _ tOWFEE OR ANCHOR 0 9 , G% , _,gNCRM OR ANCHOR 0 0 O.C. ANCHOR 0 9* I ' '�� " , '� " ' 1- , , "' - I _ � - _ - , � CONCRETE BLOCK UI RED R ED. � , CONCRETE BLOCK � " , REQUiRED ,� " �, , .� , � � � " "' CONCRETE SWCH � REOUIRED, -1 ` I I - 11, � . " �., ", . ,f 1 '_ _ '. "I " " ", , z, I � C ,� ", , , , , 2 , "� _0 � , , ,� " ", " _. " � �, ,� - __ 2 , I � � 0 "" " I , -,,,-,,,��,��;�"""��,'��,� /V I " � , I -Ll- 1_111 . : -( DI R I I , " 11 I I � ; EA--R i - EXIISTINC.41 of ASS a I I I ,� X � �� GLASS � =',-�n if I I � ii 4 4 . I I- 1 � I I ILI M i� ... I 9 -ANIE, LENGTH , I - 1 _ -, if '�SE'l. .! 4 (SEE ELEMICIN 'I 1 ON SHEET 12) ' Z111 � I�IEPA= � 11 TO CLASS. R i : I I It ", �` �1_ �`,;I.VA"'I",�,"', I ; � 02 " ,_ , el,`�i�,�e� , , , 1, - `��f �,�7 I� ��',',�,t��, " i lll�"11'�1'11�1', � i I . _(D I � I ED,- �,��,,,',,�,,�, , "'? I I I i i I _, - _," � � I � . � ,�,,*,,�,� I ".�,x , `��I� , . I " I 0 . "It f " � , . t "'. � * 400, I j= , � ". V � 3, 1- �;,, -, �� i c 1- --l-__1 -- , I --,4I " - , , , , _4) : ,/4'* TAPCON I ANC14OR 0 9* D.C. � DISTING POURED CONCRETE OR WNCRETE BLOCK REQUIRED. SECTION R-lA 0 REGULAR ME M�"u NGS /19 0 I __ .. -.-- - I - -- /. , f, I - I :_�/, I , I 11 1/2- I i/4� : 11 , x k 1/4' , � 7/6, MAff, - I � MA - ,�� I �. ,,, _ .. . ..... I i I � 9A___,__ ___ I - _X__ __ , ; I I � I . �M,s , � , , "I I "D "; I E 11 1 I IEG�- I '_ � . , �;l "" 1 I � � "' � 111 ; , �-,,_. " , . .. I � .,,,,� 11. 1-11, 5 .1 ._ I I I & ... I , � � 0 �. , , I _ - I t - ,I T I "�� I 1- mim I 1 -fil CID R r W. I F ill I : I SEPARATION— I 1, If,--SCPARATJON- I I it ) I 1 1/41- �14.� � TO GLASS, I _. TO GLASS I , Ij- I I 1�1 *1 _ �_ _ , _ - � � EXISTI_ - . _ 1, __ __ - I � _. - �T,.=.,�.p C I - =` �l I - _ - ,A - I I "I --- � I -_ , ", , - I - E - k I t - - --- M - Wel 0 11" : I I b � I I __ I I I � P0 T_ffl) - I -, '. -_ I I .� T I :1 - , , : I � - 0 1 Ill I I 4 1 1 1 1 1. � - I ", WAII it 4 I ,L* Mo. � I 4 I � e4w I a � I I I WX' I . i 67 PANE LENGTH . 6' PANEL LEN,rH it I PANEL .. - _� - t if ��j ____ (SEE (SEE ELEVATION I j ISE1=011 . . - 1 I ,,, ELEVATION it i a I 7) 11 I , 6 SHEET 12) It i - � ON SHEET 17') 1 0 11 I I- -- I I 1�,,,*=. - I If : 11 i t _I 11 � I ; I � � - - �. I., 11 _111 I 11 TO CLASS� I I I � A 11 I - 1-1 11 I - 9 1�(, t I I 11 i Twr - ----- - - - I 3 e�--, 11 . . I & ... (10 g, �"'F,,� i i I ,,"V,' I,T;�,& ' I r- k "` � ,�,,��,� ,,,,I�,""_�� , " � , I 1 1/2 �l I , - "',"', ,,,, ,� � - , ,", ��,r � I , f ,,,,,�,�"f",�,,,�,,�,�,�,,�,�,�� 11 I ��, _,, '1� I ,,�,�F, I'll ,, �,, ... , , � J , " ,,�, t ,_ I- _1��) � - ,�,i , ' I �,,�z, , � , I 1, 1�`�, 2 : __01 Em I '-- "I I ", t I I, I E�D-* �,,`,,��,`,, I I I E�D # --,, �� , " � ...... " , � , I I I , I �; , : , -4 ; � �, I � �- � I I � - ", �,., , "%, .... �, ", , I � -, -, ;4, _1� , "" " I 0 * My OD . , I 0 1 .*111 I ll?'_�ll I "I I -11 I I _j ?l I � I A, � - __ j- '. , -, . I I �'. �, 'i ri i I ED t, , 1. I ED I '� I I -T' - . . ` - I a, . � I I ______.j_,__._.J El� � _wl_�/`il C, I - li. ks, , 'in, �� -r ,; a _r . ,I-.-- - - ��.l � 7,1111 _11, -1 . �2 Ip Ox �, 1 PW44 -1 -_ I ', . "I , - ... - __*ll �,,_, - -_.,�_, - ", -1/4 '* TAPICON - - - -1/e. IAJ�CON . .- -1/4-0 TA -MIN ANCHOR 0 V oc� ANCHOR 0 9* D.C, ANCHOR 0 V OC. EXISTING POURED CONCRETE OR EMSTING POURED CONCRETE OR rXGTNG POURED CONCRETE OR __tONCRETE BLOCK REQUIRED. CONCRETE KOM REOURED, I I CO3C]RETE BLOCK RCOUIRM 2 AWA-LEL 0 MO66ALS 0 JIM "EDEZAHEL NAU-MOMEM -0-10fiNINNON'. SCALE 3/8-1- SEE S"ll'S IS & IS AOR ANCHORS ANCHOR TOE " 7!571 TYPE A, M"r MR WSTAUATIONS INtO WOW FRANC BUPCXASL 40"U ANCHOR SPACLODS AMID MINOW ____ SWORD, o,a _!!!!Lj 3 1 __!!�kut _tt�� -,,Mmm_ O Q,j _ em,,�"l I.;; �0�* D'.) ME DISTANCE T;, =%CNZTEQ SCHEOULL MR ON SCHEDVILE REDUCE ANCHOR SPACING _2 _� _ a � By WLLTIPLYW SFAC_ - - SCHOWLI By 11tr IOUDWIND FACRORr AMOL am witimor Mo , f � I , _wm . FOR THIS, OPERAN" TO ISE POSSIBLE. REQLCUD wy4w Ornitito LRING FACW Skkk N(ft BE US$ THAN � I., .1 - _T _ __ - 2,/2, I - ---- I- �, _4� 04' I - Mww, SPAC*G lKDGwrEG FOR EACH IINCINIR TYPE CA; THIS SCHEDULC - I _ � - , - - - I �____ I - I I 4 I,. - -6-0 W a) C_ V) -00 a) -I-, I -0 > r- 0 " L_ = _0 (D 0- a) 0-0 2 = CIO -0 0- . - -I.-& a) a) CM 0 _IiIl, V) -6-0 - = =3 co CU .� 0 -0 0 -0 -0 = 0 -2 -= (V = L_ .s 0 0�. = 0 3�: �Z = - "O = 0 LL - .= 0 = ul_ M .C- LU C) :> . C`1 . : a) L_ Cn _#� CDL I . in ZO W I = M = _60 CDL I �- -0 - Cl) < I 0 1 =1 = = = = .41C 0 w - :9 - w .0 w 5; = w W_ ; .0 In = 0 = 2 0- - C, - 4 z z w mi ---I----"-- __ _________ - ____ ------ r--"----- - ______ I INSTALLATION DETAILS EOR UFE 5AFETY PANEL 1145JALLAIIQN QUAILS FOR LIFE SAFETY EANELl I INSIALLATION QUAILS FOR LIFE SINEETY PANEL I INTO WOOD STRUCTURES INTO POURED _CQNCRETE CIL? CONCRETE OL99K STRUCIURES � I INIO W90-MAULT-um I � ` - 7 , - - I ____ - " I _. i. -,- 7�, I- �- 77 �, . ,� -.- � ` .- .. -, -1 �� L� ... .1 �_ I � - , - ", , '- !�' -, � . 11 ,,- � 1, , � ! �T7 �'L I , 11. �� -_ L I I I 1. . L� - , I , - � 7 [ , 11-ro 7 CON ExISTINr POURED '/.-I TAPC�`! L __ __ - __ =IN&PUPED - - I � � " - � ;� 1 --- 11 ,- , � . I �,- 1�7_4, � I I I ` �l I tH ,e : I I ' - 'i I -1 , L I .. ., i , _', � , L -CONCRETE DR � - L � L - ,�l _� 7 - ARcHov 6 2, D.C. CR --- -Atou'Roo I i L_ I rD HEADER , IkLIX),ORHEADER , �� jl� 11 __l, ANCHOR a o GO I I - : _ _7 7 WOOD HEADER _ _ " L V , �� HEADER _1 �lz � , 8=K ,,,� - CONCRETE BLDCK - - :-. M � � . ", - _ , -, III _ 2 ---. t , , . - EQU, I � I - _ -'- - d � --- oU , , ,- I L - _w 11 � � I, CONCRETE , I L i RED , � - l�, to I - :" , ;i; RED ,,, wno HEADER �_ -_ __ . fADODRIHEAGER "l- � I " � - - , � _ . ,� - E . . - � L:--It-. I - REWIRED, "j� - REWIRED I - - 1, 1, I : �� - - I I - _�, - - : , - . � I --, . 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A, , 6-zspq, - _ -, ,. . , t , I , I = -= Ex sTaLtf " ,A L Iwll OL's, p , r-11114 t - , A F.!�T4ia, I � I NX mn Am r) I I I -11 I I I (.1 FOR -O�,, ' GLASS , I I -_ - - I I S, ,- I -_ I� A I 0 - *0 MAX. � M11411 ""�! 0 MNC� .Z, is 4" 1 lL* v_ I I I , b ,�, , I Lam� � rlb : �_,,/- �-- � , ,; , 4L�_ '- S:.T - I I � ----.--- ---' - 1. - L " � I � IC wx� � I �: " I CL .1 - - �� ! . I 4 , If � I � �A,Wl LENGTH 4 _. - 1 6 P Na ULNGIII if � IL* No 11 I �l 11 �) I - , - 4 q- ! a_ ' - ----- 1 I . , I I I , - I l* - .. I -_-_;__-__t - S- PANEL LENGTH it IL -_ - __ - � " . - � -, A , IS ELEVATION �i I i v_____._4, L 111 El LENGTH 11 i a ; L' MAX , _. (SEE ELEVATION x I - '-;��J- PAN ,_ _1�. - 6 PANEL LENGTti __ - __ .1 11- - I _. �` I o (SEE ELLVATIoN �j � I I . NEE ELEVATION if 1: --- I 'Ll mm. I C_ a � m� sii-_� 12) __-TI LL 11 LL .. I o CL UN07H � ON SHEET 12� . PANEL ILINGTH I . C` il � i - - I � PANEL LEMG7H (SEE ELEVATION R_S.pA.=l - -1- [ a i , - � - � � .. '��. _ _! I I CLT ,2) 1 11 11 .. kEU 1O.EVAIM , �, - - (SEE ELEVATION I-..---!-- -_ __ -, , ON SHE R I It _11 -1 flI_ � i I - - "' I . i I ON SHEET 12) 0 SHEET 12) pa I I 'r m-, I It 11 I I PAI 0 - - - �� It � -- I 1 ON SNEET 12) 11 I (SEESELEVATION : 4- �_= I ON SHEET 12) 1 - U) 11 TO GLASS 11 I R 4 I I !- Cl) ; � I 11 ��_ -- � ON HIDET 12) TI - , ---...-- -, I I 4 I 1=1 - -_ --- I-- . _ __ ... j 4" I' mi, � l____ , . - - - -I'-'-L- � I - I- If I A ,,, I 11 �j r w,. : � L 1 �.4i-_ �- - - - If..___,EPARATloN` -_ i I � --- -- - z o- - 'L , 11 .IT I Ill I . .. ; < , , - mi, 11 - 'TO GI ASS_ I I ,�� L � , ".11.1"', I I , , .: - -.;�,' I , - j ��;` ,l .". I " ,�r?, ". -, I a 1 i, I -- - �, __ __ - -,- .11 , - � ,�/� �,�'. - SSEPAkAkTRWW-- I 11 a I* wt- I C t 1. -� I'll "I 11 , TIPACPAZI- : � � L�"'��' , , :� ," - , i - - If I - __ 1 - I I - - ;� e,_ 1*1. .. -, r--S. ., . . III (:c � i �-,=;,.__ it I' �. - -+--# ", it D ------ SEPARATION ,�� r I MiP 171, ; I ll�T"QN- I 1: �. I 1 - - C, I ! .111,�, J:11 . (�) L/2 4 0 - - : - -I'D � - ,_ , , - � . 6. II To wulss I . f �l '. to CLAM I ,,,,, -� ; , . 1 1 1 - , , I �_ I IS. I L/2 ,A TO CLASS ! - : I 11 I 11 0 POU El". ,'11.�I`o I I I - ;,� �l : I 7_1;9rl - i I "r I I _,,� , - . . . I , "L.3 -1 . A I - ___. I 0 Ext EXISTING POI L-----r-jf-.-- I v ,/f 1 2 yr I I - _. I I , 1 1.12 I IS, , I �-ML 8- , I -1-131 f rM .- @ � - I I - I - a) =3 0 T* - - --i I � �_ ! . - . Lo, 'f,� I - � - 141 -_ 14 ' - 4_�) A, , �f,.,, L' � -Zaki iLoof, ..�,-.. �� I ,_ , Eo. ED I - '31 . ,2 w - - f I i , - � 1- - _ I i Fo §1 - � L i , ,_ , , _�. 0 , � JW�j� � L . I -, i C -0 - ,e� REDIARM * I i2 1.1t - REQUIRED. � (wN:N(i) - - = i I. I ,� I -1 , ��. I , L. /� I *Mvt- ; M __ I �-� I; = , 11" , , 'I , I - ; i " - � 1�:- - - , � 1- , - - , , , .. j 0 It-,L-11 __ , - -i - - __ - I I III __ �_ - " 7 1 EQ , L I�Aoeee`l� , 11 � I '. -1 _� , -.-, " PLL-' E�) I I EQ. -, I I - �l 11_1;111_1_� J - - I . . . . . I � - I I , , - -L]--L-'- -- -_� - I-. , K. 2 .�� IF " W ` M ,� - _Z4 1 �e� - -_ " L - - j ... - .,- � � ,��F- , - ' -�--7 � � a" V1 �_' - ---L'-"- - --' - -"-- , � I I LL L I, I � - I I � I 1, � , . �_ - ��__A_ _ .- _ I ...... L? 0 , I � I � � I * 11 I/, 1/2 . � I , I I r� j ,-. 1 � i , : � k .�. WOOD I � li - " _', - . 1 1 , I � t - , :�,,�j� I ": 1) 1-1 - - - i , " . ) . 2:1*- WOCID, iq -i6 o us �L� I 1, 'T � ,t�, I .E _Q � i - , 5 _LL___;__ � i ; " ,�"L'.,ff 1. , � � ;�5 k-41 I � I � :, �jl 4) P � I L " �� -- . . 'w I I � I! � ! � ,� I , 1 J5 2'.4, wopp , -1 �, I � - I I � ,, � �, I % � � I � , , ;� ;P , . 1 " � � '�, RED 1 1/4-o TAPCON -, I ,,, �� , 1 '�4' WOO " , . j ,� i ,," - I � 1, � � SMICIN R__3A ... ; I I � , " , 1,46 iAPCON TAPOON � ,,, � � , 2'.41 - P PLATE L ", 11 , J 1/4*m PRANDILMATE fl�,t_ri I i ROOVI ,� � 6'7'/2 0,� 2 1) � 1_� � z , -��j L- _�/4'# 1 , � i _ wbop" ,j IATE � I PEOUIREO I I I z , L �1, 14'* PT 71 III 0 aHDA (BEYOND) _ - L 1. : I - i � OR 6 9' DC. I , ANCHOR 6 9' QC, L I I � � � i ANCHOR Of S' o'CL ;&'REQ , L ' REQUIRED � I � . ., - _ I �j--- Ll AN �l � _ " "i!, �"L' '] -0 TA" " : _1/4's PAEatAATE OLLIS I �`� M 0- , I � �l I I / sruo I STACIGERED W1 MID i I � � I �� - ,� - �/,f � � �, ; ) I I! I i� ,-, � I L � I I ANCHOR Q 0 OX� . � � � - I , .. ,,�: _ __ 1/4 0 PANEIMATE PLUS 'L ` A I � , : � , L � � ANakoR a 12 1/2, ac, I I , ANC40R 0 12 1/2' OX I � - , : � , i I , � , , , L' ST :, 0 _A�4` WOW I i t -, , � I � - � I � I \� - � I - , , � , - : �l ., sHEEIS SCALE 3/a-I � I -- -Ka , LATE � � L 0 CD WALL M201" , � _J:', "'j, I I -11 EwlkrD � 1 1 1 1 � L 15 . I - , _. - : : 1 . � �, � -is FOR)NC�vRs,r*i & wm�vok ; - 11 ,�_, � � '��j I - I � � I : I 'I , , � SEE �k -1 - �, ,.,,,,. : ,_t _ ,,,,,,,, � I I _ "ll � - i i � , `��llf_ _ �,�,� % � , , I INMALLKWIN$ Km WOOD FRAME alsomos, , _ Lj� � I � � 1- � � I I I "'INA, ANCHO SPACINIS A" WINUVIA EW IDISTANCE __ � ' I 11 I-'-- I ' , , , I U) ' � -------- _ _____�_, --- An ImeATED ON THIS scHMv_ FOR ED, LESS THAN _t_ - L __ L �t" - I v I INCUTED ON SCHEDULE REDUCE ANCHOR SPACINIC W M 'ULTIPLym spAcric SHOWN DR schmL�: w THE ALIERNAI A- ALIMNAW5!M L. I MUJAM FACTOW, MR T14 OPERATOR TO BE P�DSSISLE, ALIERN�EIY& k-1 R-law Augggg R-j A N I I R PANELS RIEW D SPACING OBTAINED uSING FX70R SA4U. W BE co UM MINIMUM SPACING WWATED FOR EACH AN040P ff J_IAL�MW PANEL 3S 9 LIFE N&NI " nlE ON `Hts scHmUE "w711hi"i, Po".1"'ll"I'll, I ,,,,kl�� , WALL MOUNTINGS Swoo"N"N' WALL MOMMI192 WALL MOUNTI N 141; - ANCHOR TwIt Y?1�1 - _��4:il, _ 0 ....... !"4z;pI'n SCALE 3/8- I' Aillil SCALE 3/8." s--v.E 3/8-1- NQZ ............. . - ,_ 0;CCN -ImMOLMUE olio, n , I - - .. 141-1- _ I . .� . I . �0-_ !� =3 LIJ 9m %V�pc_ se .. 1 pt!�� _T!Q;�t% �l E ,. I. ..�. ww" ANCHOR vx= I-) I ll�' "I I �.' I I . EN *"��'% I "'. % 1 2 z ., s FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) 4F - FLORIDA BUILDING CODE (Non High vafoci4fy Nut cone Zone) I 3 f N 4416 � FLORIDA BUILDING CODE (Non High Velocity Hu Cone Zone) .-,- lC arl) I � = . .* Z*: * i "I [o� a" (�') � z : - t=O WECD. INC F.p ' � -1029 RN= W. I E.P. * * -_ --- . * E 24 GAGE GALVANIZED STEEL STORM PANEL : 24 GAGE GALVANIZED STEEL STORM PANEL z *. . z `= "_Rcc, - FA - I - * -, * f ** . DIM" w- 4 s % OMAIR, ol. 3 1/2 = I : ! ORNYN V, NSTALLATION ARE ONLY VALID FOR ASO. DESIGN J. : � 44167 %. * 1 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S,O, %� -:3�, STATE Of �l 07 - 24 GAGE GALVANIZED STEEL STORM PANEL < - STATE Of I - \ M PRESSURE RATINGS (P.S.f) AND PANEL LENGTHS AS � *: * - � 07/vIn" . ______ 07/n/m M a`n � am CT.- i�4'�___ GLOBAL PROTECTION PRODUCTS, UC. -, -A. - . ,.,I O R _> I - GLOBAL PROTECTION PRODUCTS, ". L � ��___' 4 11LIECOttime PER ELEVATION ON S14EET 17. 15 �0'. STATE U DAM� actuff. wz woom iew "1010111 i� .. � 1' 1 /2, 1 - - -_ . . "tORM _' � \ GLOBAL PROTECTION PRODUCTS, M. " �;��_, 11L DES(CM PRESSURE RATINGS (p...r) AND PANEL _�� I I .... . DME_ . _' 11 __ .. � .... r / TTECO... \ IFAAP�. oLjt TOSVN4 & IONGINOOb" CO�AMV , . --s b% Z,t/--I.� 2- FOR NEW WOOD FRAME CONSTRUCTION- WOOD I wmr ft� 3331. '/2L'-"- ------- I _641- ... . PAN, DNKC. n- lu - 20-1175 MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC ., jr . n- 1"14 - LENGTHS AS PER ELEVATION ON SHEET 12. s -�,-v � � , IL z - MI S.W. tit STREET 2. FOR NEW WOOD rRAME CONSTRUCTIM WOOD , T� nolillifflo .&DD SX S, ITINEET QXV SIR, 51 STFn3 ' kv / __ -75.5".:, , , PHONE JM4)6&dl7346. NX DfIANIN-11747 20-175 - . 20-175 I � 11 I -.1 - I .1 I -.1 � I - - - 1��.__IAMFT�� - - l-'ab - � pwmf -,, ,-, _ .� .A -,Ft - ilI;4 --t - MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC wilkoll RNON`� (WHYN-s"L $A* 06,00I 1 " L';' I , �x - ___ Kk -, 0S. 11, i, ,'tom'a - ,,, 3'. D� I, 11 , "P.I.-M ,_CNR___ )MIS tls�)NI , � m , ---- L ---- illml��ll CA � DENSITY OF 0-15 OR EQUAL N, ,6-�% Cs SPARING %� DENSITY OF OM OR EQUAL 11 -.1 - I - I -I - I- < - ll.:�� Pl SEAL/SKAATII -DO0571. CA- Ill - T 4, , I i. 1-.4 --------- i.142' I P.E w3fa A "Go �11. Px_ , I � 111. WARAe . . P E, UPA/w.nj"I wMv CA-0006719 clt Ilw _. -_ , , _____ -_ - 4�_ #1 � I a . t -----L-.J-'�,�.��',�,��,,��,�1--�,,��,��i��,�,.�,�.--"� : 67 , I I Sum 1. - is t;Nz-,,,,.wf.�oNY-- - FJORM IN "67 ; I I I INEU Is OF la &._A�__ 'pir _j _ -.-- __== I 11 izff� � '""' 'o- L - I . b :_=E !S-11. I I I I 0- SHEET NO. SH 1.4. 6 - E __ I I F*EZI/18. EZIW/18 ANCHORS - (SEE SECTION Ezi & ALTERNATIVE aIW Or, SHEET IS)--- - - __ -1 -- --- - -------- - - ____ 3 ML 1, M- I: . I I, %,,. � I , !*,! (SEE NOTE 2) . (SEE Ili - i 11 1.1@ (j9NOTE 2) t4xl, sw .- - -_ __12'/2' , - I 11, � - ____f_ Orr i�, I I -LO,I.,Nv. I � I * : I -A/lr*. LAST rANELOI T - - i _�� __ lt:7EJ 7) I ,, � I . I lO K 14SIALLED AT EACH OPEP41NO SHALL ALWAYS EHE ; 1= - :,- ri, !I 7 - L ; I - 0 ..... I I ol - I -- --- I- - - -- -1 PROVIDE[, W1 NEAR HANDLE TO FACILITATE 'INS7ALLATICIN IF INTENDED I I�T , 'I; 1,` I ,; - �-.,I�t-- ? ! .1 I F-71 I -17 �- -;,! -1 I - -:;:;Z- I . 6 __ 7 0 I ? � I ? 1 ? I : . ,� I, ��! � I I , I I �� 1 I I . - I t � - . I TO BE INSTALM FOR! INSIDE OF STRUCTURE � " 1 I . . � , F . i i � ; _ffl�_111 - ; I , I � �41 1 I 1 I I I I I �� 1 1 � I 1 1 1 1 � : � 1 � 1 ! I i f � I I i 1 1 _I� 1 - : I � 1 I z i I . I I � UZ i I - 1 I I I 1 1 I i i I i I � � � l � . 1 � A, POR I � i i I . � 2 . I i � � I I 1 1 1 I I ; I ; i I I � I 3 I I I ;4,,;� , , t I I ; I � 7 t i I ; 1 I i I t I 40TE5 ; 1 ! I 1 I � i I I I ; , - _-, L, _ - J_ - , _t _ - - - i � - D'YP't I ,- - - I - I - - 'Ili - - - 51A I 1 1 , , _1 T � _-� � , � , -- - - �- , - I I - . -1 I 1L i. __ �- � __1 I . (1) 2LFjWjjP . , I , _ E (fNU PAm- . j INT RIOR. PAND) �iNTERIQP PANELI j' i �PVTERIOR PANEL) 11 ND PANEL) F I Or ILI &_,a_.�EPJQ��Q � -7 HANG 570Rm PANEL ST.STFM ,L) ; I : rONSISTINC (,IF PANE, , Cont, IRACKS TOP A, KITTOM , F NW, f . � i 1 i I SEC NVES 2, 3, 4 t . . I , � I � I � 1 1 ,I i t 1 1 O srr 4oirs 2. 3, 4 : I�:) END PAN S SHALL ALW C NNf` ED TO BOTTOM ifW� i � � I I j � I 1 1 I I 6-01 OTNE E" - BE "RAVIDED AT TOP OF $U("114 I I I I I ! I I I I 0 I I , I DAN FSIl�j I I HINGE A STOP I I I, -+-+-- . i,,j, *1-711�� MA*, PANEI S. I I � 7 1 i I -11 i I ! 1 I ; � ,., I �. IEN III i i I I , !- 0) * I ; I I , /El � I �, I " PAN - 4GAI P.J 1,QW � 1 1 I I �_ -, � 1 1 1 - 4, * I I i - I , _� 1 _�, �J. i � I ! I � - I I _� . i I lB) IF �.NO FANELS ARE CONNECTED TO BOTTOM TRACL,, CONNECTION 1 � I 12-1 I I I I I I 1 . � I - - I I I I _1 f � SHAII CONSW OF 1/4'0200/4' M�S W/ 7/6'ft3,`32" WING I I I ! I , � - 1 I I , - 1 I , I I I 'I'L, i ) 1 1 SOL40 PAxEIS W/ lz-ir-B4O,�-_ i J I I ! 1 NUT OR I/.'.1/4- W4,, THUMBSCREW 114TO TAPPED BOTTOM I i � i I I �i I i �! 1 j I j 1 L I I I j 1 1 -SS BOLTS W/@ 0 EA. OVERO-M TRACK LOCATION ,OF FASTENERS MAY BE AT EITHER OF TWO 5 � I 1 1 i 1 1 � . � I I I � I � 1 XT�RICIR FLAT ILANGE�� OF END PANEL, I i � 'SEE SFCIiGNS AS X-LiI F i I , , . . � � 5 ! 1 i ! 1 � i__ I , � , � 1 1 i � i i 1 i � ; i � � � I : i � I I 1 Sir, � I � I ; I I L. I f I- I i ; L F ! I, i � 1 � I 1 I I I � I -I - .- -1. - , , - - - , - 1. - !! I I - - - - � - - - - . I . I , _ 'r .L, (4 �. IN FASE THAT F-�D PANELS ARE NOT CQNNECT_iC TO BOTTOM : O 1_1 � ; --I---- " - V --I , 'I [ -,- I l - � WX RA,�X ( .. A STOP BAR IS ONLY USED A! TOP) A! LEAST TWO - , L � - -, �- - ! 'I ! � I ! I 1 i I i I - �i t! T _!, i i _; , -1 I 1 , 1 TO EOOT70M TRACK U L 0 ; 1 I � . 1 1 1' 1 � I I , I I , �. ; i I 1 1 I PANELS ShALL _F COIYNEUT�, SNC ECS I , -t---17---T--i-- -i -rf�i7r - --H I I- -1, . NNECTISPI OF I 04 NO ' 7-_I__H_ _4_+ ; � _ __L_,__ _ r_ i_ __i__ t4_i NDICATED ITEE 11) ABOVE. RN SUCH CASE. CO f , � fi a I I 4 I I � � I J_j _j - I- L j _J_ L -i J _j -I 'L I- _j _j - L�L -, J J L L J 11 �if L_ i-i-L.L1 _J_J_L_J__J_J_1L1 .LJ_j_j__Lj_j_If___ .� - I PANELS 70 LCTTOM TRACK MAY OCCUR A' ANY PANEL LOCATION . . . . .__ I I I . . I l, . . l, . a . . I � I . - -_ I � I SEE NOTE . -, � - 3' kk,� - I - 3 - - , � ,,,, %E I � SEE ': M t INSTALLATIONS Orti_� VA FCR WIND .11 - - NO., _ -, �_�) - / U0 NOTE 7 SPEED Up TO '70 k1CHORS ._P"? I I I I - __ -_ , I- - - - - ____ ___ ----TSE1 SECTION E21 A, Al!ERNATIVE E21W ON sr-,ECt IS) - I I / I 8, +�EEZ zilw/la TYPICAL ELEVATION FOR 5ERIE5 2000 E-k I ) 5C ALF: 3/32'-I" ?/4' NO,- UAP i Zeal -(am EMERLAF , __ L� .�il �L -1 � ,.,�, � � WHOLE VALLEY) - � �_, : 11 , ,,,�,, ", - �, - ,-- - , - __ - ___ ______ ___ - - - , WA ,., \ j" - �1.z 1�.z " / \ / \ / \ / N �_, [41 , , " ,�=L__ �, " 4. I , I/ _� I __ - ., W J* - "" SECTION A -A Irullu"r,", ...... SCALV 3/32"=�" " N- TIQ; 1P ............ . . ' .1 FLORIDA BUILDING 11 .. EN - -. . `P,, CODE (Non High Yelocity Hur Icon. Zone) Z . *. :Ec .,r0,iB I-11 - Is * � " 2A GAGE GALVANIZED MEL STORM PANEL � WL Z .1 44167 '. I = . , = et. :* :t = � . \ * _Z��.�___-_�_` - � \ GLOBAL PROTECT - S ,B'. STATE Of�- - / 11LIECO,for ION PRODUCTS, U.C. ""' , S 0-. 'MOD sk 11 ,`TXBE` , ptoRiDr,,"W - I,j TIU r 111MR9 IL,YL IL 2et I .. - R - - ! 20-175 'i.. ,._ _C Nall �$�� -I .,-,.I A"-�. IM IP ti�580-4.7 1 1 .. r I - Plm "� , .. , e .0 A if�-_,i. �, NI, I ", ... Nslib, _ CI=.- Or .�I`KB 6 T41,0 I, F - I I IxIi UO4YVABi I I U"H;oHii, - F J, , J4,67t g I - I i MOT, " __ ..11-1-- ., . . : ---. _L_L 0 EN G 1 f �,j E= F R I ING " . I I ENGINEERING EXPRESSO PRoour-T EVALUATION REPORT September 15,2020 Applf ation Number- 17M9 1 - R2 FX F"roject Number 20-31543 Product Manufacturec All Amerear, Shutters and Glass Manufacturei-Adiftess 1540 Donna Road West Palm Beach, FL 33409 - Large Missile Impact Resistant Product Name & Description 24ga Galvanized Steel Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department Of Business and Professional Regulation (Florida Building Commisston) Rule Chapter 61G20-1005, FAC, for statewide acceptance per Method I(d). The product need above has been tested andlor luated assurrimarized herein to show compliance with the Florda Buldfrig Code ev Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re_eValuatio of this productshall be required following pertinent Florida Building Code modifications or ,,,,,,,,,. IT Substantiating Data: PRODUCT EVALUATION DOCUMENT . EX drawing #20-31543 filled '24gs Galvanized Steel Storm Panels (HVHZ & Non -HVHZ)', sheets I -5, a E prep red by rigineoruip Express. signed & seated by FranK Bernardo. P.E, is an integral part of this ,S Evaluation Report . TEST REPORTS Uniform tallic Structural performance has been tested in accordance with TAS 202 last Standards pat test #BT-A$G-17-001 by Slackwalef Testing, Inc. teparts)" 201 andTAS; 203 tainstandardis per test report(s) #BT-ASG-17-001 by Blackwater Testing, InCL Large missile impact resistance and cyclic loading performance has been tested In accordance With TAS STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based ON comparative and/or rational analysis to quality the following design cmeria: . 1 Maximum Allowable Spans 2, Minimum Allowable Spans 3 Minimurrin Glass Separation 4 AnthorSpacing 260 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLO910A 33442 (954) 354-0660 1 (866) 396-9999 TEA M 4 E N 6 I N F E R I N G E x P R E 5 S � C 0 M ENGINEERING E XPR e SS.COM - ,11_-U� - , "III � l 11 . ,.i i-, 11 11 I: w,,1 11; . � -I'll I .__ - F , e """ __ I VIA " - "�Rl_ . iry - � O�. 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C � , =�" X'ZIC � Z W,14. -1111, - 1 , �', " Q"A " - " I--,--" I - _ . , ., �, � ", 11,; I_ L � - - , I� , �, 11 _,�� rpr!W 4 �, ..I �lj 1,_L ,�,� , 11I7,,11 . 1-211.1.11, I -`1 7�L I f_" L -I- "1".A,,_1 ... ,I,,,I.:O,VN - . . "_� ... A,_, I , -11�1(111.11_,Air ,7 � 1 '7�11 "" _11 - '--III �,!",IL.��', , i , 11 , _ In" O'. T_ 11 __---- Ill j- -1 ", 11 Vo_� ,L� _- I tj k / _U " " n" ", 1_11!1�111U .1 .1.H,1,N11_. _:1 i"', - toENGINEERING Page 2 of 2 AJI American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the de Qn s, ofthisproduct Separation from glazing is not required for installations outside of wind zone 4 and essential facilities Impact Resistance., Large Impact Resistance PaS been demonstrated as avidericedO in previously listed test repod(s), and is aDcounted for in the engineering design of this produol, Mnd Load Resistance This product ties been designed to resist wind loads as Indicated in the span schedulets) on the tespective Product Evaluation Document 0 & Engineering drawing), Installation This product shall be Installed in strict compliance With its respective ProduCII Evaluation Document tie an gineering drawing), along with all components noted therein. Product cc p Front shall be of the material specified In that product's respective Product Evaluation in o 5 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 angtrRieung drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be at a material listed in Ints product's respective anchor schedule. Host structure conditions which are not accounted for in this producVs respective anchor schedule Shall be designed for on a site-specilic basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion, contamination. and This product has been designed far use within and outside the High Velocity Hurricane Zone (HVHZ). other such damage at all times. Respectfully, , , - ,11,, - __- -L" ,it , _:� t % . .1 ;�� . t-1 4---. �__47_1 � - �%A lz�_l - �, - � V�,Ni,�, �� . Frank Hermardo, PE ENGINEERING EXPRESS" 4PE0046549 I Cert Aulh 0885 160 SUM 12111 AvEtrut SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396�9999 T E A M @ E N G I N e t IT I N G E x P A e S S. C 0 M E a G I N E e a I N G E x P B E s s. c o m ;,"- .,�",P 11 V-1,1111111- -;I,11I1 1,LL . , vwtl�� 1- �l .111111-:111 �!, �Ttl I - .. - 11 W1. I � -..,-, , . LU L - - lI- 1 ,C. ,r,'-_ .��, 11` I /` . ........ . 1. ...� / / I / j I— �, , - I -,,,. D I � _ � = 11 , I I I � -6 " ��-.L"��".��L,L, � ..!Z�, - t"'Ir .1 �_o �� 4� I � - - 1-1-1 - __ ___ " I � % - ZD 'i ., � 9 , - � i � I � . � � 9 1. - . DI -� l? -� , Z 2 � & ,I I , -, I �i, ". I. -. 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F, �� 11 ..: 'L '::� F/ I W" � .- z,-Ir'L�"" L, � o _ I , :L. _ ===L� I I FI F - L�, 01 -� IF 1`5 �,,,. ., � "' � -'; -- , 1_1;_-1 0.1"I" " . ,-_�Dc,-n_,�,,- �. -�_, "I I - - ; , 7j7 NALIQPjW-McI.BUREoFTA!1 ", I - ._111TF 5� 7 ,, " 11 " � I ��_�;_ 11-1. �I��11 . 42",�,�'l"�"""'�,.,,�!"". - � ,IN , , , -i E. ,1_ � . iilr�'�,t8 L'' '-Z,�6 o-itto .%I. 1. _X fm. , , , �� , � I . , >U 'i -1 9 1 � g<.-gu 1.owl - 11 _', T I A - i ; � L �,j 4-ad M. � , , , , ILI 'a , ii; k- fig " I Le . 11 0 re t- ,R I - 1! 0 . 0 f W:( 8 � In A � � ce J,e . r� 2 0 Uj I . 1:: �� 2' It, R f 8 I I - , Z:) = 6 - *Bi- cI siv En ,- ; . �� n 0 � �� -. 2 <'E A I 3: A A.;2 9 U.1 X 2 < _j :;� CH1,11 I t ! pil � "11151 � 2 0 0 � R is f ; 0 ffl, , 1 20-31543 1 6�) 1:�) __ INSTALLATIOt! QUAIL5 FOR SERIES 2000 E-Z HANG ST-M PA91-1 INTO POURED CONCRETE. M WOOD STRUCTURES 11� ;� � --,! I _____'_,T, , � �, ,�', I o I I � I, ! � L-1 0 � t, __� POURED . I - __ �iv I ; - � NCRETE OR � , , RCRNE - � 11 - 0�_ 4,4 ON I I , �� 11 __!i4,# CONCRETE BLOCK !� oirsott a 12* 0 C. ,v REQUIRED. � -1 "' I , ," i�� I 1% ; _R I'-- ��, I I �'% � - -(a ' . I 15 -i - , i z - ' - , #'..I* HEX HEAD TEX WDOD KEADER � ,--_ ___ _jl4Xl* REX HEAD TEX . --- ANCHOR 0 12' 04 - I __ DOE OF I "'. 1. . . . , - I I ' I � I 1 . E I - - 1 - 9 � � I I � C9 EDO OF I I I � i i�! I 1 , � . ,I ; I , , , 'i i --I � �� I .Q 046-N , , a, �, I � I 11 ; I 11 I -...ill, -1-6) �': " I - 1 _(39 �, �� I - lk-., , " '21. � h - I 11 "'. 7 -- " I , i - E 1 � _111`�� , ,", - �� - , ,,,, ,_T�� I I. . , , mr. � I EL, ,� �, �, 1 :�,, , :,"I � , � "I - ��.,'-. � _ I - �" , - 41 4; q � _-A - � _I- ., , --- ------- I- - I - , ��, -----,. - 1 1/2- I i/2' � � ., - -I I I ir 41 F -- 1 -, ! I i � I ii;;� I I - I It : V.`=.'i,9 �11, ,;. " - . - . .1 - zz I I -` IT e, 1 0,64/,;,:,� -1 I R 112- " W, � 11 I i P I /I NO r ta" I i I L I Ex SEPARATION I I - � Ir SEPARATION - I i � I /Ia 0 EXIST M-11 I TO CLASS I 11 POP Z"IT". 1UMINUM flop It QuUm - a I GLASS II I - '01 RIVET I it _�'J.j RrA-T : I I I_ --I'LL .... � � I . _ _ ---"I -1 , ,k-__-_ , �r _r__ -_ I ", �-_ _: pd� - - - - I . - _ V V-0, w-O, ,/. - _ i If "; - , _ .. MAX. MAX R - "I _ - ! I *19 _ , - .A. _ __ I PANEL LENGTH * fl-"- -1 -I PANEL LENGTH * ' - I AT . Za a I 11_=Vk�_ I - L _*,�' I .... �Y`__* ' -_ -1 I - - -- L- B - ,--,---I j A ------ - - --,-. I --- t -) I � 1 i "�, "o if I* NET, I B.- I* Miu. 2- SEPARATIDN - ; - -1/4'a-20. , I - - W__ 0 i - SEPARDICIN I ' THUMBSCREW 70 GLASS, -01 10 CLASS, F -L' 0 1 56% IT I I I I'-. , */4*0�S201�2; OF V I I 11 I �., � _�4UM C I IiL 11 I -- Se A" 17 7- 1 - II - i , � ?L�,' - ��.,�, " -'�-,,,��,;, ' �f�; L � - � __ � � " ,�` ��;�,�,, I - ,".", ,,'�,-�`,,-,,, - � �1;1 �11� r1luiril ! I I . I I " , 11 - - I � __ - __ ____ I I - �-__ 1, � - A,'-�� L - __= . . . . . . . . I , 1 I L ; U'r Eb, � I I* "i � " - , - I ------ I- , I - I f 'LL' "'I E , : I - I ��_ , ViT f`_ �_ __ - - 41 ` ��_ - f!"" � , - - I � I - _.11 I- '' - 11 T_ C7) 1 DO, _,�_j I ,I 2- I- "', I I_.. 11 - ,� , , - I, I I I . __ I I , I I _� r � ;I 4�', , 1,14`0 TAPCM ANCHOR , - � It, . I I � 1 � � , � �� 6 Jz' OCL I o " i I L, , I 1 I., 1. � , � � z � N 1/4's TA. 'COK I " . - : I I 1, 21.41 WOOD � 0 , 1 , "I". tXWURED I � �l - -PLATE ANCHOR 0 12 ii 11 ? __ ___ � "" OR I I , I I 7 !'� I .. �"'111111 I I CONCRETE BLOCK 111-11 ___ J � ' PDOTARED ___LL _� U ,-, �� REOUPRED. � WALL MOUMINQ SEMON In ALIERWIYE EZIW - - SCALE 318� 1 SCALE 3/8=1 IT 0"ol'Hoxt"", N� fIt - . _.. "" .. N .. , 43: .." - - , __ FLORIDA BUILDING CODE (Non HIRh Velocity HIM one Zone)] ZI � NaTM' Z : � - - . 24 pArt GALVANIZED STEEL STORM PAINEL I D,�f� MIN. PANEL,LEN t I o.441 �. , a- P?IP. wam __ B", L BE 2 -6' GTH I 1. INSTALWHON ARE ONLY VALID FOR MAX. I * � * : = A.S'D. -_ - - P�SIGNI __ , PRJ:SSURE RATING -#/- 40.0 p,5.f AND 6 -0 MAX - � .�.,� STATE 0 :; ;�_ /M PANEL LENGTH, I - ' 11DECOuSic GLOBAL PROTECTION PRODUCTS, LLC. -_ "I 0 gtrlit / -TC N -� TVLUI TESTING * .&W Sr,' 11 TBRICT 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD / are. 6 , ,;-;c� �_ - ___ _. - C SM"i ,9T -YE. ,I MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC 20 ,.:�t �N��O�, , KI (9�)Nri -, r_)%XX`xT0 -175 0 ��t - .� __� DENSITY OF 0,55 OR EQUAL, - C,_ "I'al, kI OWOK . _r`"#N0R6WM7;;a 1;LVIVIBI W -.f ��. . 1 - I - _W - . . � WAIrk � Met '� .:;q I'- .- , , UND, I. - - DMIRM 14, A ,HI� 67 � - __ . I _F� ALL AMERICAN SHUTTERS AND GLASS I 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ )i TOP n Eg ,T _'IT N P I VIC, � V��- . g . � �, Ei�': TOF MOUNT A,'-: RE CID) \ (CONNTYPE-_ I �l - !� '. � r,i a J:: 9! �Km ,g � 0, 9'�', I , L ... td p, >- - in �H - 0 - L , - I BOTTOM ,-MOINT tC.NN T", AS REQ'D) - ,---I- * , I ", Top MOU IT fACS ( - ONN; ypt 11111111MI I N R F D) BSTRUCTION) L tSFAN ABOVE B�STRUCTIQN 0 1 (LOCATTON MAY VARY) L., X , I 8OTTTJM MaUNT lCONN-/ TIPS AS REC'D) (SPAN BELOW DES TRUrTION) �OPTIONALw'-2LISMCH IlErl(�rCHED,IrSIE.QIAILI,l�'.�,d. PROVI OW THAT C:ONN,C I. BOLTS WITH WASHERED �141111-511AY A HOR5AREUSEDwFLICHSATISF,Y WING NUT$ FASTENED th � PNC AN RUCTICIN OVERLAPS 0 MID�PAN (US 4PPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION /'�2 (NOTCHED PANELS) N T,S, 111-V ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE' ,,i GAUGE PANELS - MINIMUM STORM FANI I �kPAFATION FROM GIAS5 (10,94Z, WIND ZONE 4 & ESSENTIA1 FACRATIES) � MA ------ I _ XIMUM L � � I OESIGh � AUDWASU iNSFALLAIION5055 IN5TAI1AHQR5GFFAT�R I I PRESSUPF i.1-111".." __ ABOVE GRAOC 'HAM3n,AAOVtG%AUE I IPVI ! I � __ ----' � �14D i-�---i--i---.I-L-�L-'-'��'L---�'-""!�AIC'�'�"---'---'---'-"--'-�-10-i" � ---'------- 1 S"Oul" -----'---L -"'--'-'-----'-'-----------------L I _D 130 0 " - &06 in 'UBM" 2.16 �-- --- ------- ---'- . '- I �t7,ii --- L-----'-L-'- __ FD�c� t .- , - """ III " Ia!O_- I 'I 4E ---'-'- [ MD", ' - _.� --- ... _ __ 6 (IF;. ___ _Z� �jf f - ii-S I 7 oomt,I 6.06 I,, : 16 Ift I I - �'--r"-/--'-'-,-,4�"-�l��"k'�-LLI' I L I L, - L L I ��'S � -t-&7 j___9_ZB,, I�UB-T ------- I 6 Dq ,� - -------- .... ... . '4�3 . �--,J-6_� ____ -w- ___ 611 L_ JIP_________ ,- - __ __ _____� , " ��_ ! _- F,7o' L__jsXi,,_ 36 4 . I a 1-1 I. 0 19U IA t)PAN t:�NLUULI: INU I tb: 1. ENTER SPAN SCHEDULES WIT" NEGATIVE I DESIGN LOAD fir PANEL FASTENER SPACING TO i DETERMINE MAXIMUM ALLOWABLE STORM PANEL ',PAN, SC EDDLE 151 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS- Z IPANEL PASTENCPS' ARE STUDS USED IN C CONJUNCTION WrTH ALL MOUNTING EXTRUSIONS f ,;`,TFACK� STUDDED ANGLE. ETC,) USE6.n' 0 ,C� PANEL, FASTENER SPACING TABLE VALUES FOR I ALL'H1 AND -U�,HEADERS (INCLUDING OUILS01 - I CONDITIONS), No 0 3- U14EAR INTEAPOLATIO14 BETWEEN I.O ACC EPTABILL OTHERWISE USE NEDET HIGHER LOAD, L. I ENTER SPAN SCHEDULE WIT'i POSITIVE DESIGN LOAD DETERMINE M71NIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BETOPTICYTECTED- -1 SCHENLE 15 REWIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION SETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3 I FOR I STALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL SCHEDULE IS REQUIPED AND NO MINIMUM SEPARATION FROM THE NOT UTECTEED OPENING IS REQUIRED. FACILITIESN IN ASTM VnND ZONES I THROUGH 3. THE GLASS SEPARATION '19B, 7EVITINFIT57-74 - 9 .2 , R* _'�- -�` - 4 ---- �.__�:�� "'I" MAXIMUM ALLOWABLE ' , �._'�_ .,��;__"' FrBrk � -,, DESIGN PRESSURES: "it:'11341i 7 I- .11nBI), I Ili, I` li2_� !!7_�__:�, i -, Jl ��;; 11�,IxJ-0101 - FAI- S NOTED IN DESIGNI I SCHEDULES DEST GN NOTES: ?� I 1.0 , I I I IS Mr IVI[II 1,)i N, AT I,V E, D,B� r N SURISI, @,ET1 'T UR I) _� I ,� x . 'm r _l a _ ,F,MtL�B _ T T is S SI r U , ,V , _M QL1 r D T M K �Wm � v SEP ENOSI NO IN ACCORDANCE WITH THE 0 . _ E L SURE 11A1y,1IFM,1N SeD , - .. , 11,_ � 16:1 1. M I C RDAMCE. V SC ;IA E I CHAPTER HQJ G C DES L BE LESS THAN I SE But 16 , "I'll ; �,� I I.- I � i , � 2 -� 5, I �` � - "I ` i6 a E - 0 EP E FL NEGA VE DESIGN P UU - TCOA Tt VALLI L LISTED HEREIN FOR ANY > r I , -- " I, -, �,, -, I �-, 1% , I Y E AS SHO N. GENERAL NOTES: � _ , E...'; I i, � �, � " _, �, Ili Ew " M � I �" ,;� or �i j � . . THIS S1ECI-�X-1jAs,,1%%SIG1T1ED AND .ILL Ill FAIRICATI D IN "a , ,Vu OF ,E =0ROANCE WITH FLORIDA BUILDING CODE i� � IN li III D IIEVENYH EDETTO (; . RP5FTN5IQEANDOUT5IOff�0APEHVHZ PER ANN 10 T FROTOCO LS, COTITRACTOR S LIN Z63rW -A&Z-01,202- D --- - --- -- L- - - - - - - '- - - II.ES.TIGATE .- ---- - ' , I �, " e, W , I , a E&TRESS HAS BEEN USED] THE to FOR THE PROJECT �� IS UWSEDSIHALL BE RESPONSIBLE LD Es To THIS SIGN WHICH fa n NO3 CONTRACTOR, DES I ,aIrheERiNGSH"L ..aD IN M It NiTo�P'SPSAPIAINCSALCCUL=A740EI10 < , rE`FNS SAS - 0 11 � a A RDC A. Q DOES NOT P Be— S, TE CONDITIONS DIFFTIRENT FROM ' -� Q1 Uj 5 5g,2 5 5N$EQ ENGINEER OR REGISTERED . q. 0 DOCUME M FOR USE IN g I j ZI � '. � g URE BASEDION MAXIMUM TESTED E . , _55 Z IOA. =..�;� �: AFDE 5 UNIE&NO1 "I Inv.,n Sq J1M!Fll&Af!eG Uto k OTH 1RWIEIFEC,TiCN ALL,COMPLLUI� ITH ISPEC 5 ;r 4l `1L i a ME J� 014 sorlArION.- < i IF ANDJOR LOCAMOODEP0. U I Zar`,�. �Oo"`;" Sri A651PI-IRALQIIII 61INIM LIM ,=�S� KSU E I E 1063-T6 ALUMINUM ALLOY, N: UITtREMAN.1O AS I'll. �< )a' U N TED VERTICALLY OR _j I S A— EMEED.E.70 kLL CONCRETE ANCHORS PER < . - � ,7RU M,ON P CTICES BEYOND T'HAT & FEDERA_ CRDAU� a FROM ADDITIONAL Me'.' b �, D, ER PIARKIVGS TO THBS UrIC.Netl IS �RTIF.CATFCN ��L�R:?Rj.Lrjj�jt�Lr�QF (IF LABEL ORIDA PRODUCT APPROVAL NUMBER _= _-) I/ 10�31 VISIT ECAM 013164 $0 W&; �_ 71��C� ,_ , _ _"" !" _T 'R . -,,:- F" _�, ', �, _,;.,`�IC',__ I 01�1111_ j . ,,,rur.._rR_R_. MAE ..In - I 'fl I MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT - � i � 24 I .1 S . -3 . %; 1B I � - ? 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B A IQ R 5 , I I .1 k, , 3 C .t - - � . 0.2 e a I .. 1=1."IR .�1.1�,��,��'..-��-�---,-...�-.,-.�.I "�', U�si ,IV, "'07, W10 IN TA,At llwc,,I,� .UF WT, 4A TQPVTINEI�OM �AI_BA.n" , 'w �, 11'1am� Z NOW4*111��'��4�-'��&�e�IIALbW.�.IM�Ll..��,�t��l-l�4TW�l�C,P - � X�P� I A MIX,41IND C .M.411.N -,IF ,,, - 3 �4,�,"�s..M�K�,��vml.,.,L�0.1.�,,�,,�ItN,�,*��. M..ST_B,,I , Vatu ,Y11", P43141111" LO111NnkG ION1111 'IONS, -j,.oU`-ID lltPl_,", "'OPM CIYR& S." Ft 10 *I!1-1, 1 6 �'N�"'M�""'-'P'ttl'Q'��Q��o'�C'��'*� � ��V-1�."".PNrl�,.�'ll"�,��-�,�.",��I.J.-�L...-.�ll.,�,,�I 0 2 1AITI&O'S_ . I, Y �L R.5 0.1 � �i 5� "IFILS M"" � �c r, �-,MWIU IPC� .1, -AL ,L), ."NE -, *,"', - , TION _�_ IIII ", FAAYR "C�L A ; -9 Q.-_ in C, 9 , Uj B! ;t � n:,i � � .� .1 I ! IIi U C, E �< a, 1,, 11 ! . - - i2l - :r a - Un . �n �, �� b 6 I � Ll I l,, � - ,_ r 9' 2 � .0- Ji� F.Hill-I.- " = 2 . U.1, 2 X: ,, < Y, - ��-. I, S � S1VFWIIR WIL, 04L MNF - 11 III'V, K, PA III— I, , 1,1-NUlA ICPFOWIIIONL� -1 .-I - ,11551M 1�llCr < ;j , L i . 11 I I /I X'_ 11. I 1, M-We IICB_ _S�IIFD 1 I I � 1,�F� I I, I .�LIT . L'N' 11 - It I "NN��,� ic-. . , U" - NOVI ;!P. i � , I B , ,_�' I— UB AlIMCIY41 , � �, ��, � i ii I, F I _`,��_11__�'�".,,E, I -RC _ - .... GO"Bot"'WharEVRINU, . 0�111_,;�E_-_,_ - � Z,,7, ,� V-,� .'- � j- 20-31543 1.�, ��W TO _� ..Fli � I �=I - 18�l @ OMONAL EGRESS PANEL DETAIL - L5_ INTERIOR FASTENING I c _11 40111`111 dc%j = - �w _j =31 1111 - - F ". EL , = (a C-) co >e, 1= ; = L, 0- Cc C= T - - 9 , ,,, ,Q .. C 2 - 1-e 2 CD a, -g : r _L _= .2! F - I,- �, 5 -.Ei .,.x C32 " _ 3: 2 !! 3: CID " W AV , - = C71 .!= -;: =_ = .T _= W =- In = .E 0 - �� o 1-2 M�50�6 � � K C5 �_ BON Pa PE, IBS'S I.. -1 - -1 -,It .- - - I D 134" -1 _1� r� T .1i,'_ , r--Q.06%�, __1 " . _,, R ; 21250" � 2,1 " -r-2 990..- -7 29W. � - �1� I - 01.75 i; �� Z B. � L'o, " , I 94 IF . �� .62511 DG9+ � GAV 9 -_ , , - _ 1-10, . i -� r,t - 1 �,125" 1_1 I Q.1 ,,Ir 119 18 SA I - T I !�", _ - 1Z � __ " � - . . _0 ,"'A o 4., -�.121)"j , 1" TYP. I 'i ,T.r i1i TYP p. ft 094, 94" � , 2 1 - 14 '062' L_ I 1i _ ,d� I , "'� �� Ewu, e I I -1 I 193 D, r ,hor,2" 1103I]i �_ - 7511_1 -1 L_j Tu';, - � I i�� C �,q - T.,,D:-,,,1 - � J �6 L -11, , . " .. ,. 430" - I , , /P�! V -1 I . � . _ . li, 1 2. � Typ 11 - 1�` 2I!K)` 4 2.000" 1-- --� 2,00" - . I §-J2 -- T2OG2 L15011 E I R @,3U11,Dt9.UT,*U" HEADER @A�uL &LPM_� Qna_,� �, ,� <N_ � � , I 1_� (D� 0_!W*_ I" �,, I I "N 31�1480" MAX 0 311311 0 1 il 1,O� E . M1 I LSLCLLI.560`�- -�1.560" 1.5101, , q� - , , 9 U - '6 1) o- � . E , k 11-liky. 1.1,1ZL40a,;� Wi;, - , r 026111,:- -111L5D'_i_ . in I ...-, - at! , 'on cLall-21-ILIKIL - - I 1 230" _, i T::jI_C.M,. T- . 2�� 9ECTID __ __11 -14 A75' PANEL LENGTH --"M *;,i Fm -I 7 -1 2 5001' PAMNEL COVERMAG � - [ . LL Flli� LL u: """ " " "ID", ' I - i :::f N lc-_��. 0,305" ; _�I_o.ogo , L 2. - Z�J"= I, 7 LO' ', II31- (A 7Y P TYR . 0,957' I B) 31111,001FT 'r, TRA I C, W1 1.111IT bl� 0 _, V C = R11111 C ""' LL �T a�,��-��.- � 0 ; I 376� 9 fP - � " ill � - 1 0-190 1 ,tR�y, 0 1 � . ir"JI,t1r,�OU . 1�1111_ ED ;M .- llr,,-�,,,�,�. _�_ - "" L I - 1/1 I "I �1_ . w UP Z _� i __1 _____ CIAE iQ I ; L -1.o0o'.4 � B, " � 1 2 0 . -1., 1. 1 _LLLII -.Z 1- -0 12F. rD I ir�t �r :,.-, - I - j - 2 1 .7 _111, , �ej�L 6NOIE -iiCK,jDtTENgEDI � 1 or O, Ii � "I I Ig .1 � , 1111I,111-11 = S j r, . ,Y _11��;�11'u--,t'�E�IZXICP P � "10. 1111I.I.B11 (A R 01 - � - I. i, 11� I , D._�,,":c � 1 - OVERLIOP , ; �, g i .25" MA)I. 1� � . ". MgY � CORVE0SUREDETALL i ---./ � k I , I 0. I 99 I' - " �� I : .-O, , ,.�. I, ,. 11 123" IAAV� U 1 " . - �,� - t � I Fn._ �. 1 13� LA - ,I; 111 I `�i��-.`VFII, BUILD CUT /�.1,11,1. XF H-. I - 1.IU.1 U.J " n "", .1 111.11- ..� 2 4 , il OrS7rA_NCE '�%-�. -T- ,`O- ,I., II.H111 VV, 11 , , ", L : 'ilIll�_. _74-1-Wi, - , _ � MAX. - a - __ . V�L ., _- 11 1�11 "I 1-1 . . '. _ P _ T1ODIr( LOOD" :� . . � -, �, � < - �I � "a,�-. �,_ ""I_, ". ,.,. "�� ,I,., " 7" �--`` z i�A n 11,. 1Q1_I1111.11',:1L1.P I—, EMBED - I - �-;�_-;, ... .. - 1 5 , � ; 91 11 il� �,I I ii, "" ... 'fl, I I I 1 4 .Ilil, , ",%,�, UZ-11. - 11-1 1.11; , - H P 1- _. , 3.9= ' - i � - ... .1 .. - , " 'LL MAX, -1 ,2y'MAX E �1_111711s"11111 "I'll, "I'll"I"A" 1.5 Z" I 1 . . � 11 :I"Il I � MIN 1: "I 11111% I , I'SDO '��' _"' 11gill 4'- 1 , .11 I . - L , -1 - 1-11, OBEr " .IU' � O11111 _ -, �, L - I I , , " � " 11 niA 0'r-. - _AJ'� 5NI13 - ,;� I ' `�_'L 2:."' � CORN.11 CL.SUBE CE7.1 ED ",I- ,.,;� .1 "I ..I-1 , ` , - a j A MIN 9 �.H ---- I i MoUNTcLl15URrFBE1AL '" 1.1_11 i ., 9 *1 ; .1 ] 4.. , � I I I ,�� - 0 0! e 0 , -11 r , lHil i 1 F 0 50 �� "O T44'-",� ;, �4-1�%`_�� 4 ," V, DE, � ;i:�� 9 , 5. t � � �t "t) t , OWU I _/1 ANCHOR SPACING SCHEDULE: 24 CA UGE PA NELS, PANEL FASTENE KS 0 12, 9" O.C� . - . . i M�� mmommmm� MINIM M ME11111011111011MINN MIM11111111H MIMEMMM11MI111110=11131 I isiiiiiiEmm �IMIM!30131 UMMMEMOM I MIM1013111"Mom EMN -9 HK 103MR3011MIiIIII11MIlillIMMIMEW Esm� 111131 EM1111310111�11TS111111199111PNEM ESIM13103MMEM011IMMEM � Mumma=[ MMMEMM EM IMI 111�11 EM111MM Mu __ M - , - M .MEMN IMCM§ sum MMUM MIMM ! Ew_� -I- =._11 111111111111111111111111111111 - -_ IM� " MENEHIBBEMHME!i =M1=1=M01MMI11M11MM EMMEMMEMMUN111IM11 effalizaLum MMMMMMMIM ITISFUMM �.. . � , NOW/o/z,/a -, - a -/-/ N, 'WIIZIIIIIIIIIVI,7111IIWVIII�Vfll"Kflllll�711�WlllllrlwelllI I W/W0, 10// KI "REEIV111.1seloll I/ /T 1/m/ I I ./m/1.1 ,�; N 0 1-1 I I/ //; - �� , 11 , - 1/T�//�,/T///////g I ,,�/ � // -mw/- - 'r , / ,/ ,,/ , / " - ////, I 1. N I- MR, I cmow///////Ir///4/pr//////V////,///,V//////,/�/////"�F//,//,/--/,"9/1//f-4//�///"W//��,� /r .- am a WN00 " P�1NOMMI no � 7;//////1/0_V/ U Nvif� ,�Paospm, _ /, 77 �, 1 �, /11, / MN 13u 0/01/011MA 0110 1111� W///. 111111IN011", III on�mm,vr///,//�/,///",�MMF,V,/"Z/A/M . . 2 � I M�11= M Mu M 011111MIX111 IMMIC011111101full INI M IMIM�IMMMMM!ilu ENIMMMIE11111WE IMMIM11101A M � HIMMMMM - ; 11 I -.-- __ - __ - . Millis M M=111 EMMVE1111111�111 Ml rXIERM ___ - - N ___ ______ - M I - 3]-V' EDGE D19TANCE A iIi 11 C, .. .-DEBErs. ANCHOR PRESSURE _11-I," .. I'll VI Ir.". ..NV1II1IIr colINTYPE S9_ky= . CI C', . r ,oNN TYP IJ,I� . V BM.D 33 A1111. 4Y 48 - ;Z 12.51 16,07,1610" 101y, lk�sl 16&1 i6.011 1".. 12IEI� 16�D`14,0" 6.7" u 51 Ia C', _W, . al. Bz�v. B..'.. _ I3X.' BLA� '2 s' IiI'V_ '4e" a & U-S' 16.0' 16.0" 7.5 225 1(5.0" U4,7` 6.0" 12-5' j6.0- 14111 610*1 12 V' L2 5' ISO' -o- ISO!' 14,?' ..." s0" 1Z,V- jz�Y, 16,a" i6 a'- 14,1" E.D. i47" Fia" 1�.y' - 12.5' T�lr I+r7" SO" 45-2" 14T�- a,... b - ,M,11jrEMB., 13 U001's"REW 41 41, �_�0 11 1 2 1--5, 16.v, I.S.Ce 10j, 1Z.5" IS.& 12�:,,- 7�0-' 12, 5!r 1610,1 as" 61,2111 11,5' 16.0" I4.1" &I" 12S, 16101. 9.7" ga'� 12.5" IN. .. I -37 5.6, I.25' 12. S� Illy, 1 610" 12,0�' , f�w� ,� 16.01, S.S., Z0" &A" 51 6.. 12,5" IL.1" ja.5� 16,0" ` tO�,T. 9.6" 5,8' ` 5 "' 9.S.T 5�y' j2.V1 JZ y' 12,5" I&O11 9,51L - 5a' V" "5.' S "' B151 - S101 -5.61, � 114"XI-1111' EMBED 33 TAP 1RA?'1FAF1 41 * -. 5,2, 7Z Ii40' 1610' 12S, 1�,Or' I J, a " W,;V0, 12,51, 16�1," lq-�"L _IL�L 121511 it W 113,4 Tk5' 15.01, 912, _Ly I- ; .,.. 1 IL51I 16!0" ILA" 12.51 i6,011 E'VI :A_ i 2j" 12 � s, 1251. i ls!!�- 91'1� IE�011 S" 1 -, - L2 51 _,O Ell I : 16.0', IIIS' laoll eV, 12�5" �a.V, IS' "' lcwl I I "ISED 23 �� " 1; , " IN I ,,, " ;, . VIODD.U."INC 49 *0 5Z * I � =: 16"" iLYI F4511 60.� S1. - 12y, 5, 13 a'. 3- 4.&',' 12,51 Ia. 11 8'"" ,2L5- BE �Nma il 4-V 4�1` Es� 114" 50' 6,25'111�341 . , 4�0 11-1i: .7` - I �§� ,; -!2E_S 14.2-� ��" 6,251. 1� 5-1 . No ti& i2'a" ,I71. E.2.T - I� Ill ..V1 'I'D .' 1. &L _�Ti _yl ANCHOR NOTES: I ANCHORSCHEDULE APPLIES TOALLPRODUCTS CERTIFIED HEREIN, BU70NLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, 14AXFMUM ALLOWABLE SPANS AND PRESSURES INDICATED INSPAN SCHEDULE SHALL APPLY 7 ENTER ANCIIOR SCHEDULE BASED ON PANEL FA37ENER SPACING, IHE EXISTING STRUCTURE MATERIAL, & ANIC HOR TY P E. SELECT DESIG N LOAD GREATER THAN M EQUAL TO N EG ATIVE DESIGN LOAD ON SHUTTER AND SELIECTSPAN GREATER THAN OR EQUALTO SHUTTER SPAN.SIELECT CONNECTION TYPE BASED ON APPROIDIUATE MOUNTING CONDITION (SEE MOUNTING DETAIL5 ON SHEET 2 FOR IDENTIFICATION OF CONNECTION r,rPE), I . PANELPASTENERS"ARE STUDS USED VN CONJUNCTION WITH ALL MOUNTING EMUSIONS �"F7RACK, STUDDED ANGLE, ETC I USES-25"'ZIC PANEL FA5TENERSPACaNG 7ABLEVALUESPcia - - ALL `H - AND'U -HE6DERS (INCLUDING EUILLIOUT CONDITIONS) 4 ANCHOFLS SHALL HE INSTALLIEDIN ACCORDANCE WITH NIANUFACTLRERS'RECOMMENCIATit)NS �, HOLLOW BLOCK HOST STRUcTURFSHALL CONFORM TO ASTM c9O BLOCK, 6 MINIMUM EMBEDMENT WULBE AS,NOTED IN ANCHOR SCHMLE� 7 MINIMUM EMBEDMENT AND Ecae 015T,ANCE EXCI-JOES STUCCO, FOAM. ERICK, AND OTHER WALL FINISHES WALL FINISHESSHALL BE LIMETLO TO 14" IiI SHALL HE YFRirien By OTHERS TO ADEQUATELY TRANSFER LOAD!; TO HOST STRUCtUREL 0, CONCRETE ANCHORS, NOT W HEREIN SHALL BE EMBEDDED TO UN-CPACVED CONCRETE DIRI 9, WHERE EXISTIIIIGS-TRUCTURE 15 WOOD FRAMING, EI(1517ING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADFQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSU RE PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE.OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4- (MIN.) 111000 STUD (Y," EDGE rISTANCELIS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G=CI,55 OR GREATER DENSITY, LAA SCREW SHALL HAVE PHILLIPS PAN HrAD OR HR HEAD, 'S BUSHING it, REM VABU ANCHORS ARE. DEWALr PANELMATE, ALL-POITIff'S 5OLID-SEr & BRAS CHEN S:REWS SHAU_ HAVE 112' MINIMUM ENGAGEMENT OF THREADS INTO THE BASS ANCHOR ANDEKAY HAVE E17WR A PAN HT�, TRUSS HEAD, OR WAFER HEAD �SIDEWALK BOLT) U N.0 13. MINI M ENB EDMENT AND EDGE DISTANCE EXCLU DES ST UCOO OR OT HER WALL F! NISH E& DESI 'CEPTABLE USES. _ a L2. IA 14, = GNATES ANCHOR CONDITIONS'WHICHARE NOTAL �S * OT RECY MoJilMNG CONDITIONI U& LINEAR INTERPOLATIDN 15 NOT PERME17ED FM USE WITH THE ANCHOR SCHEDULES L15TED 01 11 THISSHEET W, "M �1- " .11"'q I iL � I I I 1, R i!, �':;; fi. , t... 411 . . L I I L ' I, t� >1L U, - I 8 7 <W I Q�ff` I I AA I ,9 I ,I I, L;� i! ii , gi 2 'a . in . t � D I , I I I (A � 0 . I Z 'O I < I � it. -� � ,� j , . � I . I 6 gig .9 , R!2 4 V XA , , � = .1 , I n � � - a ; �- � t e I U 12 i LU � X: < :j < I -1--a (2) (1) c- C/) _0 -ffi > a) r- M 0 _0 (D (1) I- C:)- 0_ = 0 0 " = M_ CM ca -im-0 0 -0 (D -,I-, 0- U) . (D -L- W -0 0 0 -0 _= -0 = 0 = Ii -2 C 0 (3) 3�: M = 0 0 .- 0 C13 E: ,+ - 0 - CU > .- n m (D (/) - 0 _60 Co L_ CDL r_ �_ 03 -0 I-1- %_ C . .6-i (n 0 - .< a W 0 j 4 Z Z U) 40 " (D (D (D _C_ -4--i -+--j W = M > 0 " WCL 0- < a) _1._A 0 C- =3 0 . M 0 L_ a- 0 0) L. U) M " (D = LIJ � < 71 Z < __j a_ I SHEET NO. S H 1 .5- - I __T1 � 1 1 1 I I - ; , .11 I 9. I 1�1 I.1 Ill J.1,11 .dj ., iI.l,,jIILIjFfi � 41. - F1 __T_T__ I