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HomeMy WebLinkAbout36698 Garden Wall Wayr ■_ L I__. _ IL I I I__ I. 1 i 11 '1 1. L 1 R. - - I _!—L_ I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot] Feet READ or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or CIg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof I Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W. C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W. M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finish Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150-C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. 07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM E 3326 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS D3 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. M N O N � 0 > W 0 = lD M N _"� cc p w t/f -M fV Q � N w �• Q a 3 Ie d d� u w y-? rm . > a. wcp c� d o !Lu C) `4,, F J ��p To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �* E Li O :Q � CO " �, Ili rn r` r L J N 0 ik LL C L Ia V -1 W M U_ lL a- a Z 4 � C co CS W ' X ILZ C22M MZ dJ Zcv 00 W ❑ ❑ r (n N N l 4--+ f6 m 0 w 1— N c LI.1 J t0 eOTi sao CID CIE n _® FT r6 ZCO �s�a c N Z ao w1-LL ., Jr•1. V) t O u m m Q �/�T�t V O co T O Y T CIO W m C LO r—CD Q �--+ 0 � MN I C:) O O Ma) LO T_ r' E c co LO M Z co ' E T E N c _cc a V � v Q p c _J JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. CS" 3 v m rp M LL`O Q rn 0 J 4 to I Ih i m M L0 O 02 J I N M N O L0 L0 2 0 19 .G Q M CV 0 E 1.2 E 0 N a� L_ rh 0 r\ oc s a 62-0" A + S3 H.B. TYP @ 1 STORY S3 I J (D 25-SH S6 TYP @ 2 STORY �,� AC PAD AC PAD SHE ARWALL C S3 5-SH - R&S EQ E RGLASS SURROUND w I SIM. W/O STEP 91 5`-8" 3'-5" TB I 10'-5" 12'-0" _U OWNER'S 0. BATH 266$ I , M C w SUITE 8'-8" C _ N2668 8'8" CLG. i &" . ' TO 8-8C - CARPET SIM. _ FIBERGLASS 00 I I I rn T FLEX 00 o0 't SURROUND I I (0BEDROOM CLG. °N° 2 N 8'-8" cn W 41 I CARPET 8'-8" CLG. U)U N O D3 SHOWER = . I . C , U I 8'-8" CLG. I o CARPET Nw f- H3 w =w TP fnp I CARPET 1 (� (D v 19'-0" Z068 Z 3 3'-7" 1 6'1 9'-1 " T�0'� V-8" 5068 BF 8'-4" w W S4 PLIFT 2868 IR.A.G1 --- - - -----HDRA----__� ___ _ - - - - - - - - - - - - - - R&S HDR AT 8'-0" R&S o �- ;;;tHLDRff b CIOPLUMBING AT 8'-0" LINE TO I h SECOND FLOOR FOYERLO - (())2x4 #2 ) I P UDS W SYP ((3) 2x4 #2 SYP 8'-8" CLG. B N O ENTRY I SIMPSON LUC2$ 4 H @ S?UDS W/ o BASE DTT2Z @ BASE r_ TILE JC_ I 9-4 CLG AFF =I �2 2x8 #2 SYP W/DTT2Z ) PITCH W/ ((2) �r 21'-0" 6'-7" 2'-6" T-4" 1T-0" 11'-8" UI HETA20 STPtAPS TO COL. TOP @ 9'4" zo 3068 G.T. - `? _ F1n.... A RCH o CC D N I- C I.. - - ` S3 S3 16 -8" 4'-0 ---- _ - - N IIt cS.I I SIM. W/O r.a I -- -- I ------------ o I STEPIT a 1 A GREAT F l z W ----- h l\-SIMPSON LUC28 N ROOM I z' I �� < I I� ---- 1 8'-8" CLG. IIA D.W. I III I -� - -- _ 2 CAR GARAGE CARPET rn LJ ., - _ " 1 4 SH. 8'-8" CLG AFF I O I I A I 2_' DEED I I I S3 KITCHEN -1 i2 -- - o7 TYP@ 1STORY ..I 8'-8" CLG. )nf S 1 2x4 #2 SPF oI 18'-4" 9'-4'! 3'-'o W/ DTT2Z @ I BASE 20'-8" 1 IIIIII1 bTILE q2x4 #2 SYP DUDS W/ 2.. CC Lu co DTT2Z @ BASE _ OPT. I F 116 u)a S Oro`°° IIIII1 REF. H1 II rI SIM. W/op PANTRY _ q 0 STEP �_ 0LAU CAFE 2868 • 6-0" HDR AT 8'-0" 5 -7 CC 1 1 1 60 ip a cA 83 S3 _ 8'-8" CLG. - oo " CLG. H BUILDER TO PROVIDE IIII IIII IIII Q co I CARPET SHEARWALL D2 TILE c cli - 28688-8 2'"6 APPLIANCE PROTECTION OE WHEN REQUIRED PER FBC in G - 8'-8" OPT. D P� FLAT CLG. - 7 d coo w I K VERIFY LOCATION I I ---r- -- TILE M - R co w= iq Ocn gy ELECTRICAL PANEL L------------ T-0" I - 12" DHEP cv W.H. o ' vi lV A S3 TYP @ 1 STORY \- HANSON BOX DRYER VTE @ 36" AFF p S3 54'-4" 01= J VERIFY METER S6 LOCATION WITH BUILDER TYP @ 2 STORY 15'-0" H.B. T-0" 2' r HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1 /2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 J 18 # X 37 J S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20 X 72 184 X 714 S.H. 11-12 271/4X26 26X25} S.H. iH3 27 114 X 38 26 x 37 S.H. 1H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 364 X 62 1/2 S.H. 26 _ 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 524 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 524 X 62 i 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. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. In 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. In Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 9'4" 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 1113111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTAL AREA 3845 PATIO 24 I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN ELEV-Bl EXT FRAME 2 x R-13 KRAFT FACED CONDITIONED CEILING I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y4rr=1 r-On GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED !V c QV o a> o OL p = O U N N N O w N y O 10 4 N Y m E s G CUP ✓ U � 3 ro Co d d J U d C (a E .I �,1•t + r� ;. S, �a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fn IIII.W Q d RE O N O n aD CL) N P a UB N O i6 lJi =� LL w �U 0- -cam n. Z N s w9 oCC W W m C4 �O S og o W Z - �Zo m J ,ro fN1 Z Q N O U 0 U) Z W ❑ ❑ N ) Inml E3 N U s CS v 4-1 U O N uJ p N N � U L11 J mi - E 0 1 CI sm w M O QE we z® 6 Z W q_ a can C z m v D1U y> Z�c a > JO 65 T � <> N aq �' MJ o V' OIiY a U T Z ,...LOT Yco r IW m C /� ' L 7P M ai �I co C:) C:) N O M 00 00 Ln Cn Q r 4)CV)LID o E N 'E Z z E E E N C a U Q p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 1.1 L_1 II L_ -- 1_.I II - .. r I Y��YI����allil it1�111.1�W1L ��mi i t 1___L' - III I ill - Cm v m Co M rh LO v chi B Q 0 0 J 0 I N m MCo M LO v C V7 0 O J O M i N LO C� u7 i rn v V g' 0 3 Q CV N S. E 0 z v a 0 J LZ r--------------------- 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 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 I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - HEADER SCHEDULE HEADER SIZE REMARKS FMARK (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (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" i 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 140C RFV 10 1 20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. �r SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE _ 12 20 X 26 18 J X 25 J S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 184X714 --S.H. 1H2 271/4X26 26X254 _- S.H. 1113 27 1/4 X 38 lJ 26 x 374 S. H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } -+-- S.H. 33 54 X 38 J 52 4 X 37 J - S.H. 34 54 X 50 J 524 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: %4"=1'-0" (-,PnPrnI Nr)tPC R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND IIIIIIIIIIIIIIIIIMASONRY.: MASONRY HGT. @ 9'4" 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 "B111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTAL AREA 3845 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) �! c o o d N > w o c0 c, N _ co x C IL ct -� cc o Vf a CV L i o Q � N � y EM d ry U '� in w Y iL C= E C,_ ry - (J a`„ • C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tll a C') 8 00 N P 4- r rnti0 ; yy Q 13� N O ? ;W LL J u_ U_ o_ - a a Y z _ m c � cn L:5 ~ O o yt W 7 n1 C,4 � agn� o W t IL 0 TO1 oo w L-0 NZ d N . . < a: O Z U 6 0 W ❑ ❑ N O z c- M VIA C9 Cz s LLI � O w o � N 1� =M s � tffil 0 C__ U) ai Y _r 20 4 o Co M �J Z cis E E O o a4 w z¢ s� -r4 �U ru E z ru m� CID n3 ac z m N J ✓, 'm r � z� W o m a w Nz nIK r U ` rza- = >� J LO 2 Q 0 n�' F - 0) co O co r J 3: O J T 0 m CO N m LO e-- 4- 0 4-1 c M co 04 00 ti LO Cy')a)N M Q r CM a) Z `/)�, a Z @ Z z _ I E T N m a U Q p � JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 1.2 _ L I L, _ ,1 m cn cc M M O AO Q Q7 O J O 1 LO m CD M M LO 39 a CR J 0 I M / N 0 / Ln Ln 13 a r4 N v 0 CIL J 0 0 0 L� M 0 0 d CN 27 r` LO 0 0 0 W a 0 SIN •-IN CONT. HANDRAIL RETURN TO WALL DETAIL SCALE: NITS OP 60 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR SECTION SCALE: 1 /2"=V-0" STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/z inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 3/4" PLYWOOD DECKING i" 60 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES U W > MEDICINE ! o CABINET O0 0 0 LL Q ILL Q C> > 04 > 0 MIRROR i r J i 0. BATH OP 50 — ---�� IL DW M \ X \ -' 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CV FIN. FLR. KITCHEN ISLAND 60 BATH 2 OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL c� 0 � O C) CIF) SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES a SOAP DISH C� BATHROOMS, SHOWERS AND TUBS TUB DOUBLE RODS O _ d (I c1f) SINGLE ROD CLOSETS / LAUNDRY OP 80 O n MIRROR BATH 3 HOOD 11EF =I .I RANGELL KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30 H BASE 00 LL LO t-a O 2X 11? O0 FRAMING T CIO Q0 1 /2" GYP c? BOARD — Y FIN. FLR. 2x P.T. SHELVING CABINETS - o cry 04 ISLAND COUNTER � O 04 (V FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"=1'-0" Cn N O N o 0 > W o C III C N 1 9 m 7G C W a N cc O a— y V1 C7 (p Q � N Y a� y C 67 y Q UICU c o a>i NaA = E CO 1 U O ;7 1, 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 0 au Y/ N (• A J N 0 qh tl Q -J LL W i'1' � 13 m D_ J LL L 8 W �Nrp �Oc in � aT . co _. LL J - N Z Q N J F- ov o Z W ❑ ❑ � N W to ` W G I� �JE3� M V1 Z a U - u m � a 0, U - i O ua g v��� Minh _ LL � pE H I t i Z � AMID e O�O 0 M J o a` ` ILI- CC (U E E o wL o a= <o Z�_J 00 J 15 8 ", a , W) ca --- a s I, It J LO _m Qom' L M CO CT r r (n m 76 C14 m c LO ¢ i--+ 0 c) Cn I N O M04-0 � LO M Q CO � T 4c CQ Lo (h o E E T VJ N Z Z E T `m FL U Q O C JOB NO : 23-06144 SCALE : AS NOTED SHEET NO. 2 1 '— I 1I r - - I - I _ 1 1' 1 'l !lj1 , '•I 1 I I In 1 II 1 1 II 11 1 11 3 m cn ro M L0 LO O Cn 0 0 I N i m w M M rn L0 0 C (Crn d J 0 I N N 0 6 Cr C7 V) 311 v+ 0 Q M a i E 0 x 0 a 0 a� LZ N Ln n a 0 a 1'M O n ai 0 W s o 00 7r 4rr 12 -- - - 12 5� SHINGLE OR TILE ROOF PER V/ - COMMUNITY SPECS - INSTALLED PER - MANUFACTURERS SPECIFICATIONS F 1FE 7[ 1 TEXTURED o CEMENTICIOUS FINISH ON C.M.U. l 16070 OVERHEAD DOOR 3068 F17 F1 Y r` 11132 a: TEXTURED CEMENTITIOUS 25 SH 25SIl FINISH ON C.M.U. — _ FIN FLR F2 co op co FRONT ELEVATION - B1 RIGHT ELEVATION - B1 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 1 N o O N L, -0 °� -tom W fl m ?C N -fl N L Q .�.. N Y #� M = c d > E s c C3 r + d cn C1 C E o d V I r; JF s�` To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications 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. N W a It E o Mg C p N Cr C ') _00 �( M V iJY LL C LL _J0 W LL LL5 a C' Z i -vim a Se m C: L 'N � o m ZLLWr°�°' N C) Z ¢ J O U U Z 00 W ❑❑ J •J � n_ �� -2 Q) �4-1 s U, w r' V O J $ V I Ln C_ N �6 C_) — E .L 0 ! N Oco M J m C CL o � =o z z, •z o• ro 5, 1 a o� a ZCOE a, FrO w w u i CZJ -j C i u Z CY] g; ¢ -0 WT a` o y T = > �; J Ln L m �-.. Q 0 ^, a c /LTA �V O tp T O J r. W m 3 N MY W � LO � '2 M ai I 0 CD C7 N M 00 i 00 Ln M Q r.0 M E c v, rn Z Z E r " m a- E 6 U a; Q p c -� JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 3.1 u r e L— _. 1 C" 3 m cc M M W) rn 0 J C) r7 N m M M d 0 Cn O Q O� O O O O M Ln O lL7 O LO LO L 3 H Q N N a E �N N 2 `v a v 0 J a> C� N 0 r` Lo L 0 0 a M O CV n LO Mui d 0 s 7 n 3-4- 12 — 12 5 _ - - 5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER _.._ MANUFACTURERS SPECIFICATIONS 25 SH TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) If 1 _ _ _ FIN FLR -IW 00 00 REAR ELEVATION — 131 0 b SCALE: 1 /4"=11-0" _I________ FIN FLR bo LEFT ELEVATION — B1 SCALE: 1 /4"=V-0" REV. 09.24.21 N � C o �• m 9 i W O L ✓ C7 C3. r- p W K N cc p a. N GV C y O IC Q � N Y y E c c y O .. Q O-' J A y J N � 7 C C01 C �- G E fo r.. c� . VA�;+,il9lSiifdtP?d,�y, j. _LL rV E L V F E s SRO \\\� t�rlf f t t l ittt 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 7lh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. m 0 N C)V O C to N r fii Q N M C:,ik LL C J LL W LL ,^ V fp U a .J c a' U)Z -�o O 7 Fo NO y W Z LL U)� m �Jzj ,ro N a Z N O U V W ❑ ❑ r o � c U)V) m �4--1 0 LL cn uJ Y ! 1 .� i U O w $ d L Z ai � C3 93 C- U • —0 cfl M M J _ C± $ 5 cci E z Q a (D ca U ze w H Ilu CO M� a u s� a �4 u z z LL� r `o ado W n= p C:ZY O C �rc z m N ao m > a y W 1 a l� i O st a a y TT- LO '^ L / rn a co � (o T � 0 mY U)m N C LO r Q 0 cM Qi I co N N O CM � FZ T- M Q tD ` T ui m 0) cMLO o Z Z E T E ti y ci m c d U J v Q ❑ c � JOB NO' 23-06144 SCALE : AS NOTED SHEET NO. 3.2 -A _. II _ 1— _ lilt I 111 __i11:.1 1' _ I I ! It I II I I — - — - - I III m co M rh LO 42 v c� O J 0 I rh E5 co Fn M to Ln 0 cn� Q O J O I P7 1'h N 0 /o LO v C a 0 i a X3 E 0 i 0 �o J [.Z CN n 0 a rh O r\ LO N S 0 W z a v cn 2" "NOTE: VARIES 1'-10" 12' CAP = CAP N iv FOAM TO BE USED 1" RADIUS "' 2" 1„ 0 = CO ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ 1" 2" OPENING VARIES = N c.t 3 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS V-54" � MED t ; 1" 1" BUILT W! STUCCO. 1/2" RADIUS EDGE OF 1" 4" VARIES g., 1. OPENING VARIES 1 _4 C', b 22, VARIES M N 1 VARIES 1 1/2" RADIUS 4" 3 34„ 4 Ali 4 Ail. �--# t Mile �V t It _ �L t%1I0 � 2„ t SIN 2 1/2" RADIUS 10 c rD a t = VARIES 12' 32' 11" 32' 1" N 3" SIN ,, � ,, 2 1" 1" BASE BASE „„ a 1,_8„ a„ / • 10 c N 1211 "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN (� I�JI F-E REQUIRED BY �* COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" = �N 1" 1'-4" 1" DETAIL TO BE BUILT W/ STUCCO. 24 ll A EDGE OF OPENING ki so T 4 1-1/2" THICK 1-1/2" THICK 10" 210 4 10" 6" `~ e - b� - - - f34 L4�—W N 6" co co LUqT > > --- - 32' 1-1/2" THICK 24„ t 52 1' S" 5 11-4„ 3„ _ IN � 2I•.IA. 4" 1" 12" J VARIES VARIES \ w _ - - VARIES VARIES 4„ 8„ 1" 32 p11 -- iv CN 00 �1 A ^ 6" 4" (V (V KEYSTONE F11 b OPTIONAL T KEYSTONE F11 00 t- OPTIONAL ,46 2 4411 R 3„ 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1' 64'I 14' 12" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54" 3'-8" 7„ t N 1 4„ 3-0" 10" 1'-4" 4„ 101,CID � N - f2" 00 - N o --- -- -- _ - N 00 O 'I � Q, 1 " '4 7„ 0 2 1„ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM � • POLYCOAT (HARD COAT) I / • ACRYLIC SAND FINISH tv) N 0 N J W o2 , o a rr o CJ N � w a s � o v o so Q .fir N Y W a c E L c r Q a U 3 � ,a � cr_ N d � E �? o d U M N O N t.f7 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. t» W a c EE M u N G "-' 00 N n Q Co 5 J C LL � 52 Lu ColL � n. Z @ 4 W �Oc ��O'a' m w IL= go,MZ aJ = N OU W ❑ ❑ - Co o V1 J LL (i) 9 111 z O I_LI p �{.�SL 1 -- L l t � N CJ Co N S��r co M J � S CI E_ U p o �- CL E c�0 L7 o W LIJ v �I dT .0� T 2 > �; J L0cc rn Q cD CL ^, c �V c T � � O V ' T U) co m m LO T }-h Ill-+ C 72 M 0) Cfl I -� 0 o O rn M N 00 n LO � co U') E C_ M Z Z E T v C 1 E U J Q p C 0 J JOB NO : 23-06144 SCALE : AS NOTED SHEET NO. F 1 I tI fElIII - t 11' I I 1 19 1! I I — -- �— 3 v m W) I to it, 0 N 0 J is 0 I N i m N M to !n O O 4 0 I M to O tyT 3 H h7 N N E 0 E x J d ,o 0 0 tv Ef 0 0 0 a M CN t to S 0 �m ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 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 G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH . � 4 FOUR-WAY SWITCH jR 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 e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I{6]P PUSH BUTTON SWITCH (OPTIONAL) I [D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH i✓ J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT M C 20( 15C UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND PROVISIONS OF THE NFPA 70-2017, CODES AND THE LOCAL POWER/UT 150A/200A INDOOR PANEL CENTER 1111 014 to lights & outlets NEMA 1 10 a12 to appliances and GFl 150 AMP/ 200 AMP 10 a10 to WH a8 to Range01 f as to HVAC FIRST FLOOR ELECTRICAL PLAN — ELEV-131 SCALE: %4"=1'-0" e+ri N C= CV � Ego C U CV C 1L a N R CD r N W O eC Q N W E c CD J ao W as .a F N as E M N O N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E p 9 N UV N_ 0-0d 0 - C �i # J (nm� # N J N(14io a a a J aZ V�� Z 13 mc" �X o��9r Q D W N (D m JCo W w Z IL 00 d o M Z U H Z N (n O U ❑❑❑ W M N M 00 M N ` 0 t� U a U O �Ln � pom I.A.1 p r:" ) ll J E t l L sm ti 0 (a ch M J t1 � Nix z u rc u a E E v t� 6 E Q �n i Z o U.)C: �= 10 o- Z7D� m, K� W C' m r o T Z J LO ^ LO OI C Q c� V O ca r C)C J T_ Ym T-- Cl) ca co N LO r Q �O I cv N O M -0 � N M Q 1 �" ui E T c CD L0 coo z Z E r E c m n U � Q O J JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 4.1 e _ i I'! I. —r- t - - - - a - -- ._: I _ -.- -- -.. _ ...- L iL_ I _ i. 1 I 'n- C I it r 1 v'yiI r,,.1, 1, 9 1 111 1 _. i' u 1 1- ' ' I _ 1 If _1_ 11 1 I-- I - . I _ i 1.2 1 — _ _ - — _1 _ I _ I _— I _ H I III I 1 11_ m to 1+7 LO v a rn 0 0 C I N / 3 m CD CV to M L0 rO U5 0 rn 0 J C'4 M cV CR Ln v rn C O a C14 0 a 0 0 x i a c 0 cZ M O LO 0 a C14 N n Lo ai 0 0 w s s in 3. 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY PET - DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FtZNV SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 a 14 to lights & outlets NEMA 1 10 a12 to appliances and GFI 150 AMP/ 200 AMP 10 a10 to WH 10 a8 to Range j a6 to HVAC `� I -T �5 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.� INTERSYSTEM BONDING Q TERMINATION PER 71 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. r------------------------------------- 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 IN ATTIC SPACE I SWITCH & LIGH1 I I \� /1-6c 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 I I I I I I I I I I I I I I I I I I I I L' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I BEDROOM 5 \ 1 \ \ <��% ROUGH -IN FOR \\ � OPT. CLG. FAN/ LIGHT PRE -WIRE \\ �/ \\3 I - - - - - - - - - - - - - S.D. � ' 1 I ROUGH -IN FOR / OPT. CLG. FAN/ / LIGHT PRE -WIRE/ 121 A 6 ' v BEDROOM 6 S.D. 2%, BA.3 I I I I I BEDROOM 4 1 1 1 l— 1 ROUGH -IN FOR \\ � 12 OPT. CLG. FAN/ \ AN, LIGHT PRE -WIRE \\ 61 \\ \\ 4 I /rr---��'� 11 C.M i I\ % \� — _ r r � ti 1 I\ I K7 I i r I � ROUGH -IN FOR OPT. CLG. FAN/ �i� LIGHT PRE -WIRE 12 I � LOFT 1 I / r C.M./S.D. I I 6 db I I I r� I I ---------- L J I SECOND FLOOR ELECTRICAL PLAN — ELEV—B1 SCALE: %4'=1'-0" e+�a N O N � O � d� � W O L Q N 1 - v c x r- C3- N Cp O rr •y „0 !V L y d O N Q N X O1 47 E d a a tz 3 �v m y a� st � c c� - r N Q G i m r, Ch CD 0 fV ti 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E 0 LQ N N tT - yc r eo �' w W tnC"0' N Q yrNio # tL c U- LL W a 0 Z o ;5,a — 4 L M� W O ' to C14 W Z co m ,to Cl)um a G Z N OU o W ❑ ❑ cD R L NNp M L a0 gN tL s` U O Q VI �N � t'Q ) c� • J N � 1 6 o ° c Cl) J Lj- c1ci _ r L GO s Q tN a o E n. Z ro S C13 C a z v w ZQ@m �a4 3 o �, a� z„ W � T (l T T > � J LO e' rn 1c Q ^�' co A (0 1� O J r U) m N LO '2 M ai (0d CD O a)i N LO co 00 M Q T LID E CY Z m Z E T N c a U o :? Q c JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 4.2 _LL I tl _-1- v m co N M L0 S Q O J 0 N m rcc M ILO IU 0 cnn C, rn 0 0 J 0 I M CN LO LO a Ln 0 a F�- E 0 0 0 J (D LZ N 0 r� in 16 a 0 a 0 r` li 5i S d Lo Q o z 0 U) z W F— O W ^0 0 0 W �5.12 SLOPE ZONE-1 ATTIC SPACE 733 SQ. FT. �rd Q a 0 N a H z W > O X 0 ;T z W tL 0 0 9 4 W a- 0 J U) 14 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft) Amt. I - - — Total Ventilation ATTIC Provided SPACE SQ. FT. SQ. IN. of SQ. FT. Total SQ. by Upper SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of ventilation vented be provided (See Elev) qsoffit re uired soffit ventilation y upper Ventilation Ventilation needed required needed ventilators Main 0 2 Floor 733 704 101 352 25 176 276.0 (Zone 1) 0.0 276.0 Main 0 0 Floor 49 47 7 24 2 12 - 0.0 (Zone 2) 0.0 0.0 ---------- ----- -- Upper Floor 1552 1490 213 745 53 372 12 2 276.0 456.0 (Zone 3) 180.0 '"NOTE'" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I I I I a O � 12'-0" RIDGE VENT rri 4'-0" ROOF VENT 5:12 SLOPE o 4� 4'-0" ROOF VENT 5:12 SLOPE ZONE-3 ATTIC SPAC 1552 SQ. FT. yiA ZONE-2 ATTIC SPACE 49 SQ. FT. ROOF PLAN - ELEV-B1 SCALE: %4'=1'-0" Cn N O N � � a� ZI a w o � m x cc� IA N -C u, Q � N QI C GJ os 3 C —M w � d W c .1O w u. r_, c E m 1 N, ,s '4"im!111tttIIt e:\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d E V ��0M0 . N LL IQ Qj (h V SS22 C J LL W L 5 LS , a w Z13♦y: @gc_o 'W' 0 8 2 - x Z m J LO MZ a ZN OU W 00 CD Q nJ � E3 Ln 77 LL jt ru 0— 0 c� �Ln c 9 U � — E 7.. L U 0 Y tea. 000 N 0 M M J � � 1-L ra E_ 01 r) V z u zy 2 Qy ❑n a� a Z21E (n W O �r M 1 � .2 r > �; J LO LO IC; m Q cD `v (0 T � co CD T Yco m ' h C y / CU C3 00 ai � n LO Cy')N 00 Q c0 co EE C / h v, t;Y 0 z z E T N c a U Q p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 5 _I I - - — I - - - L - 111 _- -- . ---- - i i L _ 11 1 i 1 i i I ILLI— I _ "Ill r r 1119- U 1- 11 - --1 1 ll. _ I —_I - ---- — -- - I I I I __ l I 1- 11 in 3 Mi T M 1•n LO rn� 6 O 0 J 0 1 N m CN W) rM LO ILD rn O O� O 0 J O I i X) O Iri O / rgi c 3 a N 0 / g E 0 x 0 c J C O N LZ M O n a 0 a N N rf hi S d 0 W z 0 C d 62'-0" 18'-4" 43'-8" 1-STORY1. FOOTING FOOTING 2 - STORY' T-2" 2,-2„ 5'-4" 4, 211 5'_11" 4, 5811 1'_9a1, 5'-9" T-10" 2'_5" 3'_5$' 2' 681, 6, 0„ 61 4„ TYP @ 1 2'-4" STORY A TYP @ 2 STORY S3 t H.B. S6 ■ ■ ■ ■ AC ADM AD I 20'-1011 �LAV. 5' 0„ V. _ TYP @ 2STORY I swC) : J 0'-01. TYP @ 2 STORY o L J J r� IHVACCHASE IBASEDON LOCATION , SHOWER PLUMBING I — INDICATES FILLED CELL w/ 3000 PSI �� _J `- LINE TCi • STUB UP TO III FLOO :: z } FLOOR : 1: GJ CJ M I CONC. GROUT FROM FT. TO BEAM WJ �` �` 2ND FLOOR 1 \ `� (1) #5 REBAR VERT ABOVE SLAB TYP 1 FOR A/C I 1 "' ; }PROVIDEYZ' @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE : I "GRADE I , i �� I } ; , j II r W C L J 1 :. x 9 Y2 " RECESS FOR FRT. , SLAB 40 STEEL" ................................. L -' ......................,,....... ............. - �'..........'.'.'.'.'.'.' DOOR 22'-10" V-3" V-8" 51_94„ T-O" 2'-8" 5 4" 1 18'4" L 2'-6" x Z-6" x V-0" J TYP. Cl): I W/ (3) #5's E.W. 21'-6' 8'-5" T-10" S3 TOP OF CONC./ 1 / SLOPE I I L 2 STORY I PAVER TO BE 4" 4'• S3 ■ 2'-6" x 2'-6" x 1'-0" BELOW FIN. FLR. I ' W/ (3) #5's E.W. Z-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 4� I s ch CJ I I I i I I i SIM. W III I I STEP C CC ■ • I r�1 j - ��� I KITCHEN S3 S3 (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. SLAB FOR ISLAND LOW I II I _ JIB I - 1 VERTICALS w/ in FILLED CELL N r�� HERNANDO COUNTY ONLY WALLS I II �IIZ I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ILII JJ� I I_ I r-- UiI : Y MIL VISQUEEN VAPOR BARRIER -, I o I I I Q _J o I CHASE TO I ID W Imo_ :_ J 18'-54,1 ISLAND 1 9 CC EA 12'-6" x Z-6" x 1'-0" 1 j 2'-6" x 2'-6" x 1'-0" SW - 1 J S3 10 TYP @ 1 I W/ (3) #5's E.W. W/ (3) #5's E.W. S3 STORY ( II 2 STORY 0 I? q r — ■ -1- CJ I -t- CJ � (- "x '- ' POT CO, PROVIDE 1 %" RECESS FOR SGD. REFER TO STORY REF I II �_4 _ I MASON'S SLOPE FOR 1 rt _ _ _ .._ ...._ ._. WIDTH (Da- - 3 1/2 SLOPE BUILDER TO PROVIDE _ APPLIANCE PROTECTION ZD 60 1/, " 1'-0" I _ WHEN REQUIRED PER FBC Ko SLOPE 18'4" 4'-6" 74" T-8" 20'-711� 1 16 Ir 2 6 L 1 S3 I -----IF----�::. S3N (2)#5REBAR ■: I D I I I W I I: • in 19 VERTICALS w/ in VERIFY LOCATION FILLED CELL — ZV - . ....... CV ■ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. -]FOUNDATION PLAN W Z CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR J, QUANTITY •, #5 X 25" X 25" CORNER BAR ONE FOR EA. ` HORIZ. REBAR, TYP. J . � U.N.O. > J,**Alternate: , The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE. 3/4 = 1 -0 FOUNDATION PLAN — ELEV—B1 SCALE: ,.=,.o. C" O _ N o a, s o w r �-. `=' a � o CL c c.., ch N •'nmx ro o y a, S _� Q N CV m a s al +- c •c � U V `° w w n w � � u) CL c E C U tea. \ N Si 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 p co 3 0 o c0 MQM N Ov a 2S ay u. C J 2 LL W Z 55 a J wLu m C 0) o c and pC W « 1 O o 'og�� o W - m w Z LL N 0 In �Z ¢ = N C U 0. W ❑ ❑ cl %2 z�IS 0 <r N 2 vCz WnN, L7 LL m � a U 0 w s �N � r U Ill J =® a U_ vn ¢ U_ E ro a � O oo- oE „ Q. K � ao nz Z j n , 'y (J o <<p �I 00 0 T 2 > t ^ L J �1 �\LO co O (a CD J Yco m L^ T � C a) _0 Mco / ai C'4 o CD N Qi CN 00 00 LO LO E J M Z M Z M E r d U J 'D CIS Q0 J JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 6 I I I . _i I 1 e I -_-AL-_-1 . _ L _ _ _ L-11 I __ _. -. _ ---. _ 1 1. - - - I e ___L It 2 1 1 11 1 L 1._-L V I I. I1111 n I I I— __L__ EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. X 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" rn v m c0 fV r1) L0 L0 0 d✓ rn 0 J O I rn N m co r.-) M LO L0 0 O) J O I I+M W9 N 0 I0 L0 In 01 ( Q rn 3 Q I+') CV 0 / F, CN G O Cl- c J G O O O J N Lz: M O Ln 29 0 a N O LO ui 0 d 0 W co co RSH ENGINEERED CLADDING W NDFPR PRESSURES FORM AN ROOFOHEIGHT:5 5ftND /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft / -- (SO FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99---�\-------�T--- 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 r ®� a ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: O j O I SHINGLE:'/76" EXP. 1 (2%6) or 15/2" EXP. 1 (3�6) I I TILE: V32" EXP. 1 (3 16) II r 1 NOTE: j I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d 2 3/8' x 0.113" NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1X32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 a=oft DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY 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" _----- — --_— _J---- B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 515 10 - 8d x 1 1/2' D H3 400 320 8 - 8d RT3 ___585_ _ 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20_ 2375 11- 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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 HTT5T 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 2 112" 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 2 112" SDS WOOD SCREWS & (1) 5/8" ATR _ ` u 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 MGT 3965 3330 22 -10d x (1) 5/8'I ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY _ _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 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 i 605 12 -10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER Rx CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Bl M CV C= N ? o J ev a to w rz-: `Z cam-, C l0 V N O LL >< c C.L. N � Q to N 67 O J Qx N Y a s a' nt y E c c E ro p a. � l 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a Eoo N J V 0 N g 0 r to vi ti i` J tl! Q rNi a # w N J LL (� J LL a w Z = V a 4 m (I s O*. W L 0 �'MN(p �c m $ W 2 IL ro_ �; N 0 a N Z OU W ❑❑ N O O 113 r- M V) n C2 1 11 � u. TW'' <n g L C=, p m U DUOLL 0 LLI 8 U c LLI J E 8 I (� 0 .0 0 t16 0 cn M � 2 C',v a a t— cc _ U z g E 4, x > t a' Q (iLL zz 8 ? o� a' W`Q= T O? ,LLB FA T >� J ^ L , N m �1 ^W'LO C M T j O O J C T m U) m N C LO COI co o ai M r. 00 N I.() M Q ai w _ MLO o Z N Z E T N c U Q p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 7.1 - _-.I--I It— r - _- r — -_L_ I _ __ ! I r.I 1 II' I II 1 11111 1 11 "I -11 11 A I _ 11 IN III o, m cp l M Cr V)) 0 J 4- zz I N m M L0 L0 E 0 l7 J C) I M N L0 0 O 1.0 C 3 M N 0 / E 0 `v aci c 0 0 0 J LZ N 0 N \ C1 c a M O 1B ai S d 0 W V) 04 CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 -49.57 t GABLE -38.22 1 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (2y or15/2" EXP. 1 (3y6) TILE: 1V32" EXP. 1 (33,'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 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 I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 1 515 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 1 112" HTA20-18 1625 1400 _ 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" 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) 114" 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 1000/10_80_** -_ 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" _ HUS26 2035/3400 _ - _ (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 *" 30 - 16d x 3 1/2" HUS28_ 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" —^ 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 jMGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w T32Y (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w 1SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 _ 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 _ 555 _ 12-10d x 1 1/2" 1 HHCP2 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 IS, 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 (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-V ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CONT LEDGER -�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—Bl SCALE: %4"=1'-0" aY! � � o d J > w o � o a r� o h _,vmx � � O (Al CV w C= CV m Qy �V X J -C G7 a>i oCr va 3 c o l c E � c n u t A.. ; ch 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 7lh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 0 V N c o� tero 0 M :: OCOD Q (nN0 C u- J Z IJ! MLL ILL S a 13 Z � M C ti Y �4� �0 W ��pjOi LL= m NZ¢J k 0 N OU N Z W ❑ ❑ GCO - pM 2 � N C1 lJJ � U.(is 0 N v U) C, C LLl p®=r: C) Q eon Cn M t") J L.L- a 0 ;= V w`1 n 'aN z er o a H p pa<" Z�� cc �. 4 U3 m ILI zN m d 3 n$ z W CD O co rsa- a o 1 r m J LL T Cl)of 01— 2 Y J ' ^ uin/, � rn m Q 0 CL co N T j CD J Y U) m N� co .1 C L J caI -� co o 00 N CN coLO Q (fl T E E c T 0) M Z z E E t— n N T a E U 10 Q O JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. 7.2 -1 L:-1L L_ 1 +L ' 1 n em 1 el I - r f _ _ I I I I_ ' _ I. _ ' I t E; r� co M r7 is v 0 J O I� In c0 L0 N 0 rn 0 J 0 I M LO N 0 0 cc) to L 0 cnn 0 a 0 3 t� Q N 0 i a 0 v c J a c 0 J LZ N N 0 a rh 0 t� Lo 45 1E d 0 1 s 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 field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8_ Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �1 .O Safe vertica load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS OO O O 8F8-1B11T 8F8-0B/1T .••- , • + ; FORM do GROUT SOLID O o 8RF6OBIIT o W O O O O O #5 BAR CONT. 8RF14-1B/1T 8RF14-OB/1T 8F16-OB/1T 8F16-18/1T 8F12 1B/1T O © ® 8F220-0B/10T O ® "V" LINTEL DETAIL F=T --,W-. T� SCALE = N.T.S. j E j ` F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J LI 8R BMT a z tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT 0 a #SREBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL .M.U. #5 REBAR AT TOP MIN. (1) REQ'D- -GROUT n �O -#5 REBAR AT w , - BOTTOM OF LINTEL CAVITY a � w U go)U5 BOTTOM it u UJ O Z REINFORCING Q < c7 ^ PROVIDED IN Z 0 w ,n LINTEL 4 . - b 3: (VARIES) U) In ¢ E `n 1-1/2" CLEAR 5 REBAR AS INDICA MATERIALS 16 GAUGE POWERS cTf precas I5intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 90' HOOK W/ MIN. 25" LAP SPLICE ON EA. END - PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW I, SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 TOP OF WALLS DEGREE HOOK �.Ilk ..: • � .+:;• ~'. •..fry.. -w �Y�.-=rr�-•rL. ma's'?=j`�..•ti...�s.r L.�. �M. ..� �-'�^ •' PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. ' 'I :J'l REBAR BOTH SIDES REBAR BOTH SIDES - OF OPENING U.N.O. 12" OR LESS OF OPENING U.N.O. •' :'�.�• �•. ,•• -s{• Tom. 1.4 . INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR C'4 a N Za �g INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 'M. i ' '8"x8"x16" ~' 'r CMU U.N.O. TYP. DOWEL +� 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION IIS24 SHEAR FRAME SINGLE OR MULTIPLE WINDOWS SCALE: 3/8" = V-0" REVISION 10.19-16 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION F 4'-6" LL E 4'-2" LL AEI 4'-2" LL LINTEL PLAN - ELEV-Bl. !r7 CV � N c o _ Co 0 i Ca. o a rn _o J •i Eo r c rx 3 M a, ar W _ o C o C E '•J r To the best of the Engineer's knowledge, information and belief, the structural plans end specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. 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CD LZ C'4 CV N 0 0 a N 0 CV 5i d 0 x s m 3 c53 STRUCTURAL NOTES 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 2 COPPER ARSENATE 003, CHROMATED CO S (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (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 t 2 INCHES (914 t 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 lz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. 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 "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 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-1851 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" z" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-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 3 112" MIN. THICKNESS WI 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 WI (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. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. DOUBLE 16x7 +24.9 PSF / -28.0 PSF 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, 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.C. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4. 4, 4. IBTBOARD IS ER OBE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREASECTION PROPERTIES. 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 RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH H THE "DESIGN 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 12,r 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: ASTM A500, 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 ACCESSORIES SHALL CONFORM T0: Fy ITH G90 NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN IGN PLANS, U.N.O. ALTERNATES TOO"J"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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinkler systems including all risers and spay 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 - Concrete oyerpour and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 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. "t o J d > W o o ti ..1 u CL M C, _ m L.L. L.L.d N c4 •N .0 N L N O (p m Q tvCD Y aj ar c y c a 3 � � E ro r, C,_ U , \ Vr f •..ate. (.. i `� �:/ lift r. ,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. N Q E o Y% 00 N_ cotlo0) ! �� `R N a 0 2s 1 C Jz W (L LL SS a ,n V J LLI MU Q, Y W � M 04 W_ rn ILoar Lr) M Z 113 N OU < Z o W ❑ ❑ cD Q) l/1 r l O o N c U J E _ 8 0 d ti M J co C o = o- E W® o =� _ a o E m " rc Z C/) c M �o � `r Z } v N� 1 "o c-7 n zla T = rn M C)co T G j O J ,- r (%) CV Co LO LO }� C 0 COI 6i co 00 r CD LO LO cM Q Ln E _ v, M 6 cc Z E @ a E 0 c� D m Q o c JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. SN _ I I , I III! 111 __.1!'_7" SIIl I III I'I I III 1 II1L.7_L:1...__ v, 3 J m M M r� v cY B rn 0 J 0 I N m T LO LO 0 J 4 0 I i LO LO v cn C> v+ c N N C d F�— v E v c c J 0 v U 9 N a LO 0 a a 8 N ZZ v 0 0 v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH /- WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) MAX Ire I I, 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6' O.C. VERT BETWEEN 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 O O O 6-0" a - 0 STUB -OUT FOR 1'-O" 0 9 0 GAS METER O o `n -1 U 0 CV = • It MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'.8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (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 FILL CELLS STD. 90° HOOK r— BOND BEAM w j STD. 90° CONT. #5 CONT. #5 - - - BAR BHOOK AR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN �CONT. BASE PLATE SEE PLAN FOR REQ'D,/—PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI r —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 DOUBLE JOIST CONSTNO Backer and Filler Block Dimensions (Not required if both load N.T.S. BCI®Joist Backer Block Filler Block Thickness Filler bl 1/8" min.Thickness ) Small gap 2"min. Series 1/8" a max.9pP 4" max.Web Stiffener Fastener Schedule 3/4" or 7/8" Joist Bearin Location 5000s 1.8/1.7 wood anels Two 3/4" wood panels or 2 x Series Depth EndIntermediate 1-1/8" or two 1/2" -- BCI 5000s® 11 8" 2-8d 3-8d 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel � � 14" 2-8d 5-8d Clinch nails � 9-1/2" 2-8d 2-8d or two 112" when � � R 'BCI 6000s0 11-7/8" ' 2-8d 3-8d 6500s 1.8/1.7 wood" panels 2 x _ + 5/8" or 3/4" wood panel possible BCI 6500s®. 14 2-8d _ _ 5-8d_ 2-8d 6-8d 1-1/8" or two 1/2" 1) Support back of web during nailing to prevent damage to _ _ -7 i 11-7/8" 2-8d 3-8d 602.0 2 x + 5/8" or 3/4" wood panel web -flange connection. g - BCI 60s ® 5-8d wood panels T 2) Blocksolidba�betweeneen joists span. Tight fit � 6-8d 902.0 2 x _lumber Double 2 x _lumberyw tofor /8" of filler blocking n b fl 3) gap pad bottom of top flange. 2x4/PI ood/OSB web stiffener — 1117/ " 2" min. BCI 90s®' 14" 3- 6d 5-16d 3-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 'i 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 Zor--20 details in One 1 Old box areas=20 of high sinker lateral load. I! nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, notch or drill flanges 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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 Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration. — I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) A %" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT I A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" P uhid Hcie r N 34 5 6 7, . 9 8.$75 fib; ii , 121.` '� f Ree taro" Hale $tde 2 Any 16" joist Span (ft) 8 1'1 111 1'-2" V-2" T-3" 1'-3" 1'-T' V-11 " 21 2-9" 32" 3-7' 12 V-0" V-1" 1'-2" V-2" V-3" V-9' 24' 2-11" 3-7' 4'-2" 4'-9' 6 4" 16 1'-U" 1'-1" V-2" V-2" V-7- 2-9- 3-2" 3-10" 4'" 5'-7' 6'�1" T 2.. 20 V-9' V-1" 1'-2" V-2" 2- 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2' 1 V-3" 2-5" 3-7' 4'-9 5'-10" T-2" 8,-4„ 9,1 10,-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) —III—III-1 I I`I I I— —I I I Nail with 10-1Old nails. Install tight to top flange. fill SLEEVE THRU STEM _ .I - r( SEE PLAN FOR •• • Joist hanger FOUNDATION INFO a' .a STEM FOUNDATION j, GRADE Feller block. REINF. SEE PLAN Nall with 10-10d nails. ° Backer block required where top X 4 A mount hanger load exceeds 250 lbs. Install tight to top flange. I —III —III I- -rrl-1 ° I=II=11 i 1= 111= IIII;,III; I' ~� 1/4"-2" gap III _ ✓ �^` --ell—I • c ° _ - '- Backer Block I A/C CHASE 4" PVC (2) #5 REBAR "Top Mount" Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS I -- requirements SCALE: N.T.S. 0.6 X Joist depth ,i I -JOISTS BUCKETS 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 ° REQUIRED) w/ (18) 10d x 1 1/2" __= NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 �rl i-1 i I__ • PLUMBING LINE PVC OR SCH40 SLEEVE or 4 I—�r7� ITT-7_I � hI I -I • .IIIIIIII II1 -- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 4 ° a PVC OR SCH40 SLEEVE r—PLUMBING LINE in 9 ° • a • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. d �- TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ° 4 4 a �I-I�1�--j_� I: _�—�I��III I�III— _III_I a SEE FND. PLN. SIZE & REINF. era N 0 W CV x fJi � N L N C7 (p E _ ' N C u E M n J t A 41.11 Y C_? �A ';fOf,�=rrllf'►t1i��� '� 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 slgnature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � CC po �j E N N 0 J �, M M 0 a s LL a Y �n z Z 1134 �rn 0 o 0 rmg oo -Fa 0 W W C�u, M Z3 c J m � J o w M Z 0 aIL Z N o0 o00 W N M v Cz -1 U 1 C n � 0 �N r r6 C) c 11.1 J cD M M J C OU ✓ ry �o a `ate ro I- ro O_ = ❑a <J g(a �, a 014 Z aw :) � z�� m v - 8 S aj ¢ U W p m U G EY J o � mu n •� T Z > J ^ ' L J 0 m co O co 1� 0 J Cr Yco r CN M m /' L / r � Q � M I o cV 0 M a) N LO M Q co M -r— CD to o Z Z E T E ii y :3 c a U Q p � JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. SN 1 1_ T11 J 11_ 1 1! 1.1— I III Ill 1_ 1 1 1 i _L -1 _ ' I I_ v 34 m M tn 12 rT B 0 0 0 I i m M M LO 0 co rn 0 J I N M cV LO 0 0 LO LO 0 CJ7 A0 Q /O+ 0 O i E E i Ii 0 a> rr v N 0 fV n 0 a NM CD n LO S d W ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—// NAILER STD. 90'HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ---,_- FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z __ APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE -- TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D e SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM T�—I— I --III— m . p D D — — �—— I— o II —III= _ D7158-CLASS G or H, or ASTM T� — ; • _ D3161-CLASS F, IN — ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE E 'v C r � A eD I �O D 6 MIL VAPOR BARRIER ; p ,r 4 m 10 D • • — CV COMP. SOIL. (COMPACTED TO 95% I MODIFIED PROCTOR iT( Tff ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/1' ON 3" CHAIRS TYP. 4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 j12" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS ---A LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS SPACED EVENLY CN 2x P.T. PLATE ASSUMED FINISHED GRADE Z 2 Z FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" �r GRADE 00 — — C • _ Q I I I —III —I 1 I I I _ -(1) #5 REBAR w/ OPT. =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 14' O.H.D. RECESS z M � CV r- - - 'i. �— • — � Tr'T Cl) ... 4" a dQ T y SEE A/S3 OR J/S6 -`I 11 I I F, FI 1TFLI-IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 � _'Lvfl1L I r. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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" O/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"°x3/16" PLATE WASHER (TYP.) _X ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 11 c7 ELEV. 4-3 1/2" Z A.F.F. p 0 7Pr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ (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 10'4' (R302.11) 2"°0/16" 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.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. I 1 31/2"(min.) �I � — — — — — I - (2) #5 CONT. " im TTT�rTs TT 4" 1'-4" 8 U.N.O. MIN. TYPICAL BEARING WALL (a) STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1\0 S�GJ QGs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�NNUGp S INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL 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 E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o t. . . D GRADE 40 MIN. Fy= 7411Silp #3 & #4 LAP SPLICE[GRADE 60 MINFy= co — — D D FINISH GRADE 25"MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER I e #5 REINFORCING BAR R 1 7/8 —� - 05 1 AP SPI IrF e . I —III —I COMP. SOIL. (COMPACTED TO —I I 95% MODIFIED PROCTOR ASTM j— D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 11 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR a. a -31 " '• CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ 00 E- M 6 MIL VAPOR T — BARRIER ��IIIIIIlII� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=T-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W"IAxW1,4 N WWF OR FIBERMESH e e' K S3 V 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE L • 11 • A, �r 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 I WWF OR FIBERMESH SCALE: 3/4"=V-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 D U a. �-II-�-�� D w ��lll�l! I I T= D e !n REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM 1V& LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & I I CONNECTION INFO 2x4 P.T. PLATE 7/16, o.S.B. COLUMN LOCATION BT P I I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > > J SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o Uj CONNECTION INFO. SECURE 2 4 P T SEE DETAIL 16/D1 FOR x . M. LATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS > I FILLED SOLID (SEE PLAN FOR ES W SIZE AND REINFORCEMENT) ES W U) BRICK PAVERS or AB PER / COMMUN TY SPECS 0-0 FIN. FLR.jk r 1 I % ...A , , r (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1,�„ 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH e T( O 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS na S.G.D. SCALE: 3/4"=1'-01, S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS >_ TO FOUNDATION PAD .E !�r CONT. FOOTING STEEL MAT REINFORCING. r ' 00 g GRADELU ) 0 J • z ~ W U W LU U) _ • • • . z Z Cn - �2�< - FOOTING Wv BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ('�N� SCALE: N.T.S. S3 e•� N O N c d � L O a c o _jLi C tp C., N >c �U_a N (6 C NV) D N O �p Q .:y N Y aE L c CDCn .� .4 a fa m d .ir � -a -= , EC m To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal- . a 8 — 0(0 N 9) rn r_ ram_ 0 Q J 9M v LL LL u_u- LLw =a — r �o 0 W cnO'C" W 2 IL J u ° Z Q �: 0 N OU N w ❑ ❑ 0 1 :�' N 0 ID o � WU) M Uq �n7 !� 11 —1 0 LL 4-1 OQ) N s c N U=3 U lr-31 J - _ E �$ I Z y ti U 93 '� 0 Co 1 aCD o M M J L1 o Eu -m 'N o R -� I— ru z n' C/.)� d >y"o zMMc v J ?: <� r� d` W U5 — of J 1T ~ M E2 J LO m CU T C :3CDca Cr T— m U) m 3 N^ Li / a M O) a O CI .0co N M 00 rn ^ LO co Cfl T E T V/ M z Z o TT a y @ a o U _j M Q 0 c c JOB NO : 23-06144 SCALE : AS NOTED SHEET NO. S3 (MONO) I l 1 1 1 1 1 1 1 1 1 I L 1 I ! 11_1_!1: i 1- 111 1 11 I _ ['I _I I 1 11 1 1 1 1 ' I_ 1 1 1 1 II 3 v 00 rn M Ln L0 0 Cn O J C> 0 I i m M NO 0' 0 0 O J 0 I N N i L0 L0 chi 0 a N i G E 0 0 Ili J i a 0 J LZ N 0 N LID 0 04 0 r` 0 g s 0 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE r INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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 BLOCKING @ MID /,-2x POINT EVERY OTHER + '' STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ -ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF CE OF BLOCK WALL IS 21/4 TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5181, 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D "4.,,) SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) 0 5 FOR CONCRETE PLACEMENT / 811 STD.90°HOOK 8" LINTEL BEAM WI (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 - RIF- NOTES: lO 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T,S. SL� WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL LU ----- 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL '�� MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB / 8x8x16 C.M.U. GARAGE DOOR--- _� TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES \ GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD' CONNECTION ASSEMBLY FOR DRAINAGE • GARAGE FLOOR �. TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL " SCALE: N.T.S. Z�- SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 -q 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- 2 x 6 P. J-BOLT TRACK BRACKET AGE R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK KK 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 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HT74 TYP. OA �R 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. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) 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 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) w c� O/C FIELD v ? a 2x TOP PLATE 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 O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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) -0 ° • HTT5 w/ (26) 10d NAILS (4670# SPF) ° e ° • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" 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 J p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (4) 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO 70P PLATE MIN. 8" EMBEDMENT w/ WASHER &NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON C G P.T. ATE SIMPSON SP4 --i SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF �48„ SPLICE STAGGERED 10d @ 8" O/C O/s% n . SIMPSON SP4 SP2 FF SIMPSON SIMPSON SP1 SIMPSON SP4 101 ST J 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 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE C ROOF TRUSS ABOVE /- 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE 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) I 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. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. e+7 c�a 0 e� d� > LW O� U a N Ewa N IO O .— y Q N � N �E�_ > d �L N N v5',I 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. H Q o g 0 �' � .Lo Ul 4 �rNio C� W z o "'u a dSIR � R LLWr°�pjQ' =NMzaJ m = O U U W ❑ ❑ CI IR z r v �-1 � s 4-1 LLI � n V O1.1., gV) 1r`J\1 J - E tl� z r c� o � • aCo E F- N Zron c z � <Uj W C> S t r sC' T Y �J J d- y' 2 T 2 > L 1 ' ^ Lin,) rn T � mCrT� U) m N C T +_# '� M of tol co 04 C)C:) M00 CV LO M Q r Ecc CD M Z Z E T m a o U Q p € JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. S4 II - �. i i f llLL o f•.I � 11 III I I A I I Ill_._ ! I I II -- I I I� I- �— SIMPSON HGAMV W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END, MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 NAILING SCHEDULE FOR SHEATHING 45' ± SEE STRUCTURAL 45'± / DETAIL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO DOUBLE TOP PLATE RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT w/ (3) 10d / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)1 Od TOE NAILS @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END V "L" BRACE TO EXTEND EA. END 48" O.C. @ LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN / AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING 48" O.C. FOR THE FIRST @ GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 1/2" CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED °� 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d � 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. END TYP. TOP & BOTTOM ATTACHED \\ O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD 2N 6d NAILS () \ "T" INTOFIELD INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" 4" O/C SPACED �° @ 48" O.C. WEEP SCREED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT 48" O.C. @ WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP &BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO 1 Odx3" 4" O/C °� „" MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" SECTION 2 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S j TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP Cl)_ SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION (0SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS WOOD TRUSSES 6 � 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S. S5REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 AT 24" O.C. ON TOP OFth RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 /� 10d & (2) 10d TOE LENGTH (SEE TABLE) TRUSS SPANS `rl (nr NAILS @ EA. END ATTACHED W/ 2 -16d GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE OSB SHEATHING ATTACHED 2 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS ()16d NAILS W/ 1Od NAILS @ 6" O.C. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL " FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207" L = 41/2, ) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 :, SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS //////.,CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANELLE BLOCKING FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (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) SECTION g SEE TYP, WALL SECTION FOR SCALE: 3/4" = V-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 TOENAIL � (2)16d NA 12" SH SCHEDULE ,TTACHMENT 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 ri 0 SCALE: N.T.S. S' CJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �-I 6" OVERLAP \-MINIMUM (2)16d PER JOINT "-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 Z W \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS `—GUN 1. btANINl9 - - - - - -- 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 wl (12) 10d NAILS AT EACH STUD 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/ 1Od 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" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/`_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. qql III NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM 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. AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CV2 N O o J G <G U N tn.aN s N Ctl (p � Q N � d L �e� N :, xn E C- t y To the best of the Engineer's knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fn a 8 o gE V o N N 0 LL Q4 � J C LL J W Jwi� a 0 Z W — v a- m c ca -=9 OC ' oYs (0 N c)z o W Z LL } � 1' Q' m w J - MZ a ZN .. < i� OU 5 0 W ❑❑ n ct r lAi)• `- 0vcc W 4- O (>3 Iv w M 0 w s N r t� C T L w , as (n y 1 _'I110 N _I 8 J j 7y r a pco z as I— r6 ¢ w o w0 c zy�rc z � J N C, li WLL m �p � T J .2 r = > d; J LO tm E Q 0 ^LO' O (o r O __j T U) m co N MY ■ . . LO r }� � C "2 M O7 cc 04 d o C:) M n 00 N M Q (0 T CD E .2M Z r° Z :3 E N c a U _j Q p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. S5 L_ 11 li— ) — I I I—L —1 In, Ili___ I i I I 1 11 11 it I 1 11 1 t i — I I I C14 in W) 2 C'4 P10 .0 :9 Lz C"! LO V C'sl 15 CL_ C14 C) SIN Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE INSULATION P CHART ON FLOOR PLAN '57 -5 c -5 �7 75 (7 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB J STUDS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM//[\\ -,PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO B0170M OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY 4 A 1 1-1 1 11 4 C 6x6 W1.4xW`1. —11 WWF OR FIBE W_ X4 'q A4 A4 A. . . 'a . 4 A 8 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR SCHEDULE - [RSHI - ON SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING __j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. ::1 M L.- I INSULATION PER CHART ON FLOOR PLAN rB'�� �R ��S 6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER E 0 F Pp M( BP STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) 4"x4" INSPECTION PORT AT U_ C I: :D 0- EACH FILL CELL TYPICAL Uj U) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE --INISH GRADE ;0 \—STD. 90*HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR' Tj�_' 'TIIL W/3" MIN. CLEARANCE =4" V-8'i TYP 2-STORY WALL SECTIO REV. 03,16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUE 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D JOIST AT EA. STUD 2nd FLOOR WALL ------- *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 11/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS )F BEAM OR GIRDER FEND SHEATHING TO �TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING —\ ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4"O/C, 2 ROWS STAGGERED FLOOR TRUSS 00 SEE FRAMING FLOOR TRUSS SEE FRAMING PLAN WEEPSCREED PLAN INSTALLED PER MANUF. 9 K \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48" NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK —1 SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u 3 u WEEP SCREED U INSTALLED PER. MANUF. U SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" �6 EE TYPICAL WALL NOTE: S 1 '/,.,—SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION __1 /2" GYP W. B. M I N. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 1 Od (MIN. SHEAR 3500#. MIN. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH NAILS AT EA. STUD TYPICAL TENSION 2600#.) 2 x STUDS@ 16" O.C. A 4 4 A 0 -A 11 "j-7 - .111 W---t- (3) #5 CONT. ON 3" — 1171-1 '11 -L[ FFF 47 8" CHAIR W/ 3" MIN. T CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION 15/32" OSB EXPOSURE1 SHEATHING PROVIDE x BLOCKING AS REQUIRED PER a SECTION X-X IF U�' NOT FULL HEIGHT SHEET - Co z FLOOR SYST (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 SHEATHING W SOLID 2x BLOCKING (M ALL Zi C: SHEATHING 0 EDGES (SEE OPENING SECTION X-X) W IL 0 X 1 mx _2x STUDS W =: BEYOND. 0 SEE PLAN 0 zi 0 U) \-2x'4 P.T. BASE \—&JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BET`vVEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" 1/2" S 1/2 S 46 S Mr 1/2 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FILITCH PLATE TO w/ (2) 12d 9 TOENAILS EA. END. NAIL FILITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. (I STAGGERED FOR SHEATHING ILXKINC SECTION X-X �_`, �Cll�v4loldv 4 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8" < v) z NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL r Z U_ 1 Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 Q NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. co STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL C) W2 W D 1- 0 06 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER t r- 0 W/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, < Er 00u) 0, 20 LL j,- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL uj 0 MEMBER IF GABLE END NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X 2 112 . DO NOT OVERDRIVE NAILS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2)2xHEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE "0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZONTAL� @ INTERVALS NOT 11) � EXCEEDING 10'-0" (R302. I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W WWF OR FIBERMESH 1.4xW1.4 4 4 C14 A Aj A A ! Cl) A 711 EEd I I— d A 4 E I =1 I 1--i 15 4"' V-8" (3) # 5 REBAR ON 3" CHAIR 6 W/3" MIN. CLEARANCE ALTERNATE FOOTING Im HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPE NING 2" x 4" WALL 2"x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 r-9,16' (3) 1 (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C TUCCO FINISH PER ASTM C. 926 7/8" S APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-10" ADDITIONAL INFORMATION. 00 H GRADE FINIS 00 91� 1 C= C%j % C� _j i Cj Lr- C= = M L, C-'5 CN CM >< LL_ C, C=, C4 C= C14 E CL) cu 5; '-) r CU = c7a ca _�;: 11 E I 3 - 2 to I 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. (A W 8 E 8 5 0 cm: > C: W a A- 00 0�0 0 jo) '! ;* C-4 0 1 cU U_ LL uj CL z -1 = -6 �; CL M C: �r_ CU W Z cc C14 0 0 0 x � W LL co 00 0 LID Z N Cl) d � I., z Q< 0 cn W 1113 U) Ln M Q) 0 4-1 U M 0 U-1 C- 8 U) I C.0 C-) 0 0 0 0. E - � 1; 1 j�') z0 0 C,3 M f__ _Ci C: Z, � C, — z �. ai . C� 2 co .2 LO LO co L_ M >% M C) Cr U) -2 co CN LO T_ 0 L_ co 0) 04 -0 0 co 00 CF) LO r-O Lr) 0 E jj z CU z E T_ U) �i C CID E 0 *6 0 -1 < _j JOB NO 23-06144 SCALE AS NOTED SHEET NO. S6 (MONO) 41 I__ _ it 1 III. I _ I L I I L . L1I - J m co N 0 O 4 O I i m CD I'7 M LIID LT cn 0 Q O 6 0 I N / N 0 LO In O C� t7, C N O Z- E 0 x v a 0 0 0 J a� LZ 04 CV 0 0 0 CL Ih CV N r` L0 0 d a W s v cn SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL —2x6 SYP SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP ALIGN THIS STUD WITH STRINGER -SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER _ MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" / NAILS) / (I EW "A" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER SECTION VIEW "B" -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION EAAAT�TAACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1 x4 GLUED AND OF STAIR TO CONC. W/1" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / G • 1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH TOP OF STRINGER = STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 14 2x4 SYP BLOCKING FOR STRAP 1 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (114)4)10d d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SCALE: ' = 1'-0" VVMLL / NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING Ax4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING BULLNOS 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 4 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 1 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L, GLUED AND NAILED TO STRINGER —�� FOR DRYWALL SPACING SECTION VIEW "E" —I E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK —2x8 SYP GLi AND NAILE[ FRAMING 2x4 DRAFT STOP 2X4 BLOCKING C -, NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS" PER CONTRACT F-1 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SECTI SCALE: 1" = 1'-0" ON VIEW SCALE: 4" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" ('WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO (RING WALL BELOW rWALL JOINT YWALL TO ✓ER JOISTS) :L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 112" NAILS D OR 3 2X BLOC ING RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" d b > W J � c M C- M Ca K N G r.L d ,`n , 14 c Q r� N d a� ? E 61 C' d pC u s -T r N -G- ro E �, o_ c� ` J N '4- 1 r, C9 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 7lh 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 (0 � Sop c <o � a) N W 0) r= rnti� # Q Z aim aim C u- LL W Ju LL ii ' a uj 0. Y r me W 0 7 (O r- 0 m INILcR�pjO' Z N NZ d J 0 NC. OU Z W ❑ ❑ C) M � M co g Q Q � QX r TC+ w = C] m u 0 f, 8 ILn C N v , i c� M tl m •'. E �� ..• i I 0 �® Ofd' -1 0 Q r 0 J LL n p �a � Y � n = a L N has F— rp o $ Q. u n z� [O rD N rO n L Z m zIM J }N W c> j O m a r o ,2 „I r 6t .o T In L O e' rn cm �� Q co nLO co O c r 3: O J T CT Y r m .F., c ' /� Y / T < � � M Q) ' Q M r L0 MLO Q r E c rn M z cc Z v ' E N c INSE a- U 16 .2 Q p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. ST I -A— _ —_ _ I.. . - i -1L —._1— -- 1 1.- _-J---!.—_ L.1 '111.___t —- II_.L I' I _ I I 'l 3 m N M 1n L0 0 0 O I rM i m to M M L0 rn 0 v- V) 0 C Cm 0 J 0 I N N L6 0 0 LO LO C Cr 0 C 0 Q M 0 0 E 0 0 v c J a cZ 0 a_ r4 0 r` S 0 W s m ,o c� 1x4 1/2" DRYWALL DOOR JAMB (REFER DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 APPROVAL FOR CONN. 1 X 4 3-1/4 LONG X 3/16 >Z3 " 1x4 P.T." FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO TAPCONS STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS " 3 DETAIL ix4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 11 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ix4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINt 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" 0` 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING Tr SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION VITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH _ BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL ,N`2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB1 (TYP,) STD. 90' HOOK (1 ±5A LNOTCHWEBAT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0' MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. — 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL / REINFORCING PANEL SMOOTH. DO NO FURROW. KJ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 1401, IR ♦ 1�- :--71 L JIL. 1 1, t +�.. fHE S 40 FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN n= kl^= A mrrl l %Al #5 REBAR (TYP) ' STD. 90° HOOK (TYP.) ♦ SCALE: N.T.S. ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 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. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE .L �� STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" i MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.- 2 X 4 #2 SYP SCAB TO SIDE OF / ?x OVF TRUSS AS DOUBLE x40SCAB FOR 2'-6" TO 4''-0" O.H. Ryq + + GTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 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" p A II' GRADE A M p z f p A' A 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 100 SECTION AT DEEP MONO FOUNDATION REV. 07,28.21 SCALE: 3/4" = V-0" 2X4 SYP .. . EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QFF: CWF:r-T M eAln 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: Cr z O U) U- O LU a U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 1 P ON H A x 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL @ FIRST COURSE S M S G M10KTA @ 12 O.C. w/ (4) 1/4xl 1/2" SDS SCREWS ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP )S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •e OVERHAN a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ° ° ►.• #5 BAR �. o s P • p 1'0 t• e . CENTERED W/ g n ;' ° • . s H IN TOP o p Q KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °• AND SECTION DETAILS } CLEAN FILL J .► °• DIRT X Z STANDARD 99 HOOK N #5 BAR IN FILLED CELL, , 'A STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO ¢ EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. O N 0 O W a� o - a m K C I t a N ev o L N - r m � E •c%i � CV �r. N 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. fn W Q a E d M $ c IN 1�1 o N doo N N m Q M a C l J Lu z Co c °' o 0 W 05 01 m z ZO (74 Z 0° a N O U Z W ❑ ❑ Ur L N M Wul) ti M LL1 � N IN v , � u w J E l v o L. N Y I� J O i L.L. ! o 08 Z, o oO n o > 3 b WI¢Tu 0 s 1'� 2 LOLO Ol CU CU Q F 0*) (� O co Cr T— T W m � N m Q 0 "2 M 0') co O N 00 i LO CM 00 co Q (0 t— aiZ. M o z Z E a) c a U -j Q O JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. SS f� 1 A— I I 1111111j III A- 11 11 1 11 1 1 1 1' I_! 1 ! 1 J_ - - - L E5 m 1.0 CV LO 2 v x B 0 0 0 I N LO M Ih Ln 0 0 J 0 I i N L0 LfJ LO v 0 aq 0 i 9- N 0 E 0 v J i a 0 0 0 M N 0 0 0 a N N .5 0 0 z W s 0 r� SEE - ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 1CA V'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER tRUSSES —HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP w) O.S.B. FLITCH Pl 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 aC� RAISED ENTRY CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE -� —SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB _ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB - 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH i3 m PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX 8, EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� �--� WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN --STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS `3v SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT 'w� SIMPSON HUC410 w/ 16d INTO HEADER & (14) (6) L.SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ -- CONIC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES -ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP _/L—--- COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END ..� - MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS \' SPF TOP INFORMATION. BOTTOM CHORD PLATE XVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL , -MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 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 COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A IF A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS Y, EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ " SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM - FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. \--. MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN --- a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER _ SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG - —MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS �j 2x STUDS @ 16" O.C. p w/ SIMPSON SP1 w/ (10) 10d NN NAILS AT BASE & SIMPSON N SP2 w/ (12) 10d NAILS AT TOP - 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS h EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x A ' 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. f f 1. I I PLYWOOD FLOORING X /—z LOW ROOF TRUSS W (2) 2x6 BLOCKING UNDER-- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS ea o cr � d � i W CD =--" Lo N x m •N � N t Q N � d E L c 3 E o a� E v a .:j o t aN to v O v. J. • ,'�l 'il Yi1Y•t',�1^� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 �E 00) N o d 6.-. ..L Y/ rn r n S J �L Y/ 4 N C)ik LL aj M 7" =' W r2U_u_ n 0 Z LL —vim a 2 � g .G� W ��pjO' m IL CO L 0 Q J M Z 0 N OU Z W ❑ ❑ Ur N M O iz O M n N M N z Cz QJ 0 LL +-10M L' U 0 ILA l/1 �- �N p �VV • Cl 8 U �1- W Y In OI oC.v M _I L.L C' E z o - LL rc � Cn nJ 4 � a In tJ z a m � Q� W`�3 T j pin. S y I�M w�Q n L w T 2 J Lnm C) co r O J T 6 Y T �_ co CN m m Ln 4-+ Q Q CM 0) CO -0 co 0N C:) M -0 00 LO 170 Cfl r r— E 0 caLO c7 a z co z E r— N `m @ a of U _j < p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. D1 LU m CO N M rh L0 L0 0 C� AS Q 0 0 r i M co 04 PO Ln v C/) c, _o 0 0 I r'M M N L0 0 0 i in i v P -Si Q rM O d 0 J o_ 0 x m LZ tM O ti LO 0 0 a CN 0 V LO 0 0 z W m (1) SIMPSON LSTA30 w/ (22) (2) 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 �1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. C 16" O CRIPPLES @ .. 2x (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE � 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ 2 - 2x SPF TOP PLATE -() END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS- © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN - IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ 6 () 10d x 1 1/2" CLIP EACH SIDE ( ) A SIMPSON LS30 w/ 6 10d - SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE _ `_ END OF MIN (3) 2x #2 SPF STUDSDER • CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END SEE Q S4 FOR R REQ'D JAMB °• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL —�-�_ 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS 10d W NAILS @ 3 O.C. WALL SHEATHING JOIST SEE PLAN (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 I -JOIST SEE PLAN �-- TIE BEAM PACK w/10d NAILS., °� 8„o cFLOOR DECK FLOOR TRUSS/ I SEE PLAN w/ (26) NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS -JOIST SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. F SEE SS OR RETROFIT GABLE END RIM JOIST r END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL EACH SIDOE NAILS OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION — (2) 2x8 OR (2) 2x6 TOP REQ'D TYP - 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. Bo SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION o PLATE SEE PLAN / OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END A TOP PLATES O LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 112" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO / (2) 2x HEADER TO SIT HEADER 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF - (2) - 2X SPF TOP PLATE w/ (2) SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS 11 AT 16 O.C. U.N.O. D SIMPSON SP1 w/ 10 10d NAILS ( ) 0 HEADER/ STUDS (2) 2x HEADER SEE PLAN -- 2x6 / 2x8 WALL BEYOND SEE RF FLUSH T HEADER LUS OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA TYP. O G x HEADER 2 2 E ( ) 1 2x SILL PLATE W/ 2 12dTOENAILS. P FOR SEE LAN O CONNECTION 11 11 E 5/8 A.B. 24O.C.D 6 FROM SEE PLAN OC O EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT STEP. MI N 3 2x #2 SPF STUDS () @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO �' HEADERS EXTERIOR HEADER (1) 2x SILL PLATE W/ 2 12d TOENAILS. () OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON LS30 COL. SIZE _ — 2 SIMPSON MST37 STRAPS w/ 42 16d NAILS ( ) SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION PAST %� w/ w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING , O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x r PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 WALL 24" SYP U.N.O. ) @ O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER ° JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR j 2 x CONT. T & B AND MULTIPLE STUD PACKS C PACK W/ 10d NAILS $ O.C. TO BE INSTALLED AT EACH END. COL. SIZE g :, INTERIOR HEADER 2 x 4 #2 SPF STUDS G O TYPICAL BLOCK WALL C OC �� - _ PLYWOOD ATTACHED PER N I C DULE NAILING SCHEDULE SIMPSON HTT4 w/ (18) „ r 1 2x I PAT W/ 2 12dTOENAILS. SILL PLATE AT 16" O.C. U.N.O. 2 2x HEADER G EXTERIOR HEADERS - FLOOR TRUSS/ I-J I T SEE PLAN OS 1 d NAIL 5/ 6 S& 8 ANCHOR BOLT w/ BOX HEADER E F TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE =-- SIMPSON MSTAM36 W/ (7)— = 10d NAILS & (4) 1/4"x2 1/4" — TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE —NAILS WRAPPED UP AND 2x CRIPPLES 16" O.C. w/ / @ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE /` SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. Ho STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 10d - - --NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. Q . .' PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ 12d TOENAILS T B U S 3& ()TO EE FOUNDATION SPLAN �_ ANY GIRDER TRUSS IN THIS ' � 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO - STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK ATTACHED PER NAILING SCHEDULE AND EXTERIOR ONLY. HEADER CONN. aO 2nd FLOOR (24) 10d x 1 1/2" NAILS AT TOP AND STUDS - -,` BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. aO GIRDER �� (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS ..�SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED ' (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) -- SIMPSON SP4 w/ (6) 10d x 1 1/2' (USE SP6 FOR 2x4 STUDS —MIN (3) 2x #2 SPF STUDS @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN -DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FOR OPENINGS LESS THAN 4'-0 WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ - — ---- (2) 2x SILL PLATE (2) 2X SPF TOP PLATE HEADER/ STUDS 1—(2) 2x CRIPPLES 16" O.C. 2x HEADER SEE PLAN @ (3) 2x #2 SPF STUDS(1) @ END OF HEADER. SEE _� 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3MIN p�q Ftip 1 2x SILL PLATE W/ 2 12d TOENAILS. �c 2� 48,. 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER INTERIOR Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft 2 2x () T TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. N (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF ----- OPENING NAILED TO STUD 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS —(2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, _ SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO 4A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH - SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) i 10d NAILS & (4) 1/4"x2 1/4" / TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (21NAILS NAILED TO STUD PACK _- -FLOOR DECK -FLOOR DECK @ O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c.` AGAINST 2x8 2x8 TOP -FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING --- FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM —' BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN —2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aO 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. a+ra 0 N d > w O L V d C`7 C LL LZ N � O o E L CU 7 U N > C Q N � N tti V '"P LM NN 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. fN o M p Loa N 0 Y C r Q N i! ii C LL w MLLli a (� Z _ 13 w — o_ x m c QJ s� =moo ➢C W Y o 0 o Z LL W og , °; m w (n N Z d N Z OU L 0 W ❑ ❑ N fh n � M V) C1 �Q) U w m Q A O L, , UQ, Ll-J J 6� Uo Lv N . C6 EC E L� t— a "- o O r C, a U- Z w �w co cn r _ x � 0 Z m c ^Y n ._ Cn = WuT r m 1 LL p M V i)I'sT�J Il r T = Ln ID ' 1•► j N CL c ICU O co T � Q J Y cU T CIO C CN CIDm Ln T 72 Ice) GOI 00 M 00 n Ln 0)N M Q ca T- T E c � co C0 Z E Z E a 0 -1 a o JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. D2 11 1 i_ _ 11 I — - l i ! I _ _l _-A. 3 m 011 M M rf') 0 t� O O J 0 I M N m co cv M ur) d v C V)) Q 0 J O I M C" ! O / un un 0 rr C) rn 0 3 CC-- NCN N E f- y N E 0 x v 1=_ J d i5 •U J f rn GV O n Ln 0 a a r7 N N Ln 53 1E 0 f� z s v EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP - NAILING SCHEDULE SPT22 @ BASE SEE , J/S6 FOR MORE INFO. --2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4 = 1'-0" USP LSTA36 STRAPS - ATTACHED TO FLOOR TRUSS /BLOCK OR RIBBONS 2x CONT. RIBBONS W/ (4) 16d — NAILS OR 2x4 CONT. BLOCKING W/ (2) 16d TOENAILS EACH SIDE EACH END TYP. TOP & BOTTOM PROVIDE SOLID BLOCKING BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS MIN. (2) 2x6 W/ USP JUS26-21F EACH END DOUBLE 2X TOP PLATE 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER USP MTW12 EACH FLOOR TRUSS TO 1 ST FLOOR WALL BELOW 1ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @ 2 STORY WALL 4� SCALE: 3/4" = 1'-0" N O N �r7 r > W r- o cco L N N N p � Q N W Y a>. C_ a d N f1 .t'J E m � z_ c. 11R1iiC Q OFo FLO ''/ryilffiilill't1���\\\ 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. N F E Q COD g$ o cm Q d c0 N_ h 0 ui M V 2 LL N S J Q C J SZ ri w LL J D v uj M O Q- Y 0 j''ptD 3- W 0 a) m Lo MIL Z ¢ J N oU Z W 110 ! N V � ry 'I rrt ,n M U) 0 1 , LL T V'J )� LLJ U O s Ln � V c w _ E Cv N �= N C C"J U-Cd Ci 4 d a W CTj - r' o o m J Z' W8o m o¢ N �• m o 72 7 Q= .0 T Z > d' J Liz ' ^ N �\ C O C T r (n m co N �J C LO M 0 r Ln M Q c� � E (-� M • 0 M Z Z M Ui E T iu m a Eo di U -i Q p JOB NO: 23-06144 SCALE : AS NOTED SHEET NO. D3 m N M LO 0 0 Q 0 0 cp O I i m N rn r� LO 2 0 Er 0 J 0 I N NO N O i LO 3 Q rM 0 i i� E CL `v a i 0 W li M 0 0 0 a rn N N n L hi 4>1 0 W s F THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME - WINDOW FASTENER -- 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO - WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT �_ ___ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW/ FRAME ------- 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 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 S DO NO' BOTTOI FI Amer FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ­, OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING -- 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� `f \ 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW - SELF -ADHERED SELF -ADHERED FLASHING FLASHING SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2XFRAMEWALL - PRODUCTS DETAILS TILE FINISH---_ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asR in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary V-4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF-ADHER .I r19- SELF -ADHERED FLASHING OUTSIDE CORNER W W m Q Z w w EL d = w C W W <Z UJ w O U) ` r -WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING --- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-V 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 KI EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q Y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other a roved water -resistive barrier shall b I d r t ds or h th' f II t II N 15 h It f It h II b I' d pp a app le ove s u sea Ingo a ex error was o. asp a e s a e app le 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. is= SELF -ADHERED FLASHING �CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE THROUGH SELF -ADHERED FLASHINGJAMB&HEAD 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 pp g g Pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _`a (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" READ ESIVEASSH ASE PAPER TOEXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. -~ -- Water Resistant Barrier 7.7.At built -In gutters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 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 THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS CTURAL FRAMING CTURAL SHEATHING 'OF SAF IAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 d LU y w o = o '�7 u ¢ r CD C A U N _ v m x �LLa fn G N L N d O f6 3 O1 Q.L C d �Es� d V ti 4 3 Co � T M E A U M 0 N ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W a d f 8 v N O N d 6 rr C 0,0 a � J �U w a -�� a SZ cc r- W C, 0 of W Z IL co ry M Z J F Z O U 00 0 W ❑ ❑ N 0 51i �r r1- � h - M aXv w U L ! r, N t6 <, c J r - E �8 r tt U p 0ry rn N e MID U- ti rc l.L o = o n as aLLaa E V =(, = o C ru Z t w Z my S 8 -' W CIO - V rr M. M v �.I q .y T I L0rn 1- 1 (6 :3O J 'Ilexco 0- r W m M 'NA, L I a) M �I co co O M 00 CV i L0 Ln M Q co T' (D E c co LO M o Z Z E T to a U 6 C JOB NO : 23-06144 SCALE : AS NOTED SHEET NO. WP U-11 Mounting Brackets � I ) ciauge 4-1/2'x 4- 1.�2'x 2-12" See Ancri 51-hedule bolts 112'Pia A325Calv lTyp.) - olk 14 -lelli-lirdling Sci A/C Vot Buttwli Edgt HUrricare Strap (Typir-417 I On fr1i Front Cross Stipport (Mdy be Lu t to W) Left Bracket ( 16 Gauge) If 14 SOI Illing 5cfevins Thro Brdckets & Back Crois Support Into AK Unit Bottorn Side iTypical: 3 c-ach ,idc for hurricane uso) Waii / Self-Lockinc; Nuts fly 02 ,=-d Rap" %oal Dziawnsit Avalshlit, upon Nostril ...I Lost, arill Appl� I Back Cross Support (May be rut tn 'Ali Right Bracket (�t)GaLqe) Florida Department of Business & Professional Regulaton Fees I f I Building Codes and Standards Product Approval Application Destiall emlity or Doll 20 Dais Patudina RiLe n!;& Version ftwtwrury conew Valiftild lar Vall"Od IllubprMeAd FK rmw Aporo ILIUM AM­,O,,IA 2020 S-1 V..I ledw., I- M,hredl GAsh- Hwn,,F Nww,PF Lmkw Swoon P E 12M &'2020 12fla"7020 12(26r2026 A�_edl catoodry: struoural con,p-Ati (077) 441 830 PE-73776 (334) 300 1 M8 SabcAlipgrary: Pr"du0i korootiloolds a R06ull of InFoID"It"Al coor New T.-A.'aGIV Cornpil",is LWhA; Evaluation Report kw a Florld. R,91 atefed Alch1too or a U04ma" Florida FLASWJallarsdi "'esional Entilror, "Ap" I No- Prothdot Dinignedigur, guglu-&Vuum Aperitiviedforillito AM,Ytd m HVHZ to[ U otm Influ InAwl Rishitarar Dir5lon Premature 11110 0,11 Function Flood *Ad VdItiliflion, Vent 12r3i,7023 Yes ye, NIA .10N 100 I :11, S-1. Mods 5 06511 N.1 F-dion Fl-d And V-40-Vorl 111%112023 Y. Yes NIA .1001100 3 arrai Model 11 540 52Q rl:ula:�O F ood Vent yes Y. N I V01 I DO 4 S_"otIt 'a, "'o' "o. " I oft ed Flood Vent �ZOMI)23 2n1a023 Y" Y. MIA .100�100 5 SrA.dV-1 M %141140.�24 I6&quoI;1-9eO-FI-V-t Yn 1. NIA MIA 6 SnouV., Illdl� 01140 WoM Wall A.sulatrid Flood Vent r-W-023 Zodr2023 Yes yy:'� NUA -10 Lloi) 7 StIn.'r., :7 Made #1540. 74 14 '&qud 0 Fig, [too FlocdVe,o lWI=23 Y. NAA OliA Florlds Department of Business & Professiortall Regulation Fare 1 sit Building Codes and Standards Product Approval Application Detail code Fatty or Me Relptuag 2" 11= V-- 1111-fai cie"i LoobnLLLQMU validated BV Volidedred Submitted W Aniandirm A-hed R.,,­, 2G20 0­eI Was, 1. Jasoi, Shunab, Zrionary R Prel L..kd 13-don F E OW10,7020 080OW2020 oaponozo I all �20 Category RW.g W2,303-151 1 IE-14021 314 , 300-1600 Subcategory: Metal Rooting Compill", ldeth.,l 111"Ilk, Ropon It- I .orid. snot.." �d � Aft -I ­ LA,rin-d F"Id. P'priei End, - OF L41 7879448 ftod�* QUIZLAMIKIMI ApprovgAll for Q A0EDYWAMIJ, In,xI postal $4MI Of Or ON rallon Dot atfirtiz 91111105111 A.2stiont Pressure I Dre-1 .11.1 Rooting S)istrom, DIAC 1001,15 DMC 1"68 I)MC 1756 OWC 2005 11131r025 Yes No N/A IQ/ 180 Duc 5V Florida Department of Business & Professional Regulation P.Q.704 Building Codes and Standards Aron Product Approval Application Detail i2tt OrM or 2a 2AL- 94KO Pondiria 2a fta voret. FlarsufacAnur cord sof Fretionater A, L,,- Vatidded 9, Ve,dalred sb.-ithed FRIC A ... inai 592QUW starue R.". 1- 2020 Therrho TrU CuVorelion Steve J.Vr,. LrdhiAI F. Sofirridt P E. pyon J rjng. P E 0411512021 1�112020 (41=021 060134,7021 ApAr-ed! CLalagary: E4.0., Do- 000, 843 1628 PE-43409 (813) 767 6556 3tisiCalotiory: GWIMUOU LAerror DcAr Assemblies SIMIsr-ChIermatr. C Compliance Method: Evaluation Pot it- . am Flordirs Roo tsredArdded a, , Liosrsed Fluldia Friij�tIoomal i FLA20HR-RS Pedhoos, donate A,- A-sodl ter Use Aosr-rd for Use Im..1 Diesion, Mmltt_ Pioduart D-tioll- C in FnAHZ Outside HVI tZ Ratultitisrs: Pina_ iSnAboth Us, WM081 QA#39 9 6auct Impaot8quat. OpeaUe 12n1n026 A. Yes Y., NIA Corti Edo. FenitegAirs, S.grar, Door linswing(Ouiswan 9 X -figuraharn) b Ih,m,a-�uPiber-Giossio.ndSmooth-St,, Nonh.l 68039,15 &qud I.P.OLquat: casiou. 12ni,7078 No Yes Y., NIA C I, aEdp1FkAArRos1SIrg1aDobr,-1th Sidellte(l)(Insesig/Outs,eng XO OXorOX0 bonficur.lion I 3 c Th� a-T,u Fiber-C4-Ic and Sm"Ir-Sat Normn.1-3343988cluN rlpntlid.ot Quo 121310026 No Y,`s Y_ NIA 4 dr Th.-. It. ud Sn-th.8s, 6 f Thernna Tro Plhe,,Cliuse and Smoditt-Star ThArma-Inu Fib-CArs- and �Ndfi�Stbrr 9 The,,,ra-rru Nb-Cl ... � and ShrippOWS(ar IQ I nh­­wFibi,,�Iasu, Ann 11 k Th,,.s-7,u Rb-Clar., AdSmooth Star 12 1 T,-, T,. ond 5-Ster 13 1 ThImei-TI, Fiber C14911C Ond Smoah�Slal 14 '� TI.-Im �Ilb. Cie.." Ad G-th-se, 16 0 Therms FAA Frbeh-Clsmc and Smooth Sorr 17 Q. Therms,Tru FJDV.C4a6SI( and SrAcarb-Slar Litman LL92 version Alsopulamt- R­ 2020 POT Industr- caMigmy! E-1 , Doors, ft.btolog.,y: SliolhgErterld, DaorAs-w.. Complitercs Mati Conification MOO rk ar List no Pult PINU 11"d 0' Zq t " dl. 111.116. dir N- a SGDtt,570 II-119t, losses IT.01 Composto Edge FIboro- Double Door win d, �Ihd,d sid"t- iln-WO's,ona XK or OXXO ronflourahms) Nominal 8&039:0 aquotOnnsAi omque Compoill. 6di FIbIlglit. StAV. 0-1 (MIA,Artilout-n" . X renigni Norninal 88A39.0 Godue, C.q.- rdg� Ribero- &no. D_ .4, OX�OXO Nominie 89439,0 itauck Ops.. Conn",, - Edge F,bti Double Door �.Ah a, vAtAoun Sidislit.. (In-AAWO.-AiF XX or OXX0 -figurat- " Horrinal 6&#39,8 &quot mpooMmot. 01-od Composite ratio FIbe,wi­ shot. Door 0-11"loutsvoing: X tahloureflon) None- 6"39,8 uOrdt ImpouLMot. Gazed Canposifto Eatio Flavor." S1400 DM With SA"flW$')IIft$WlMo10utsWN; XO OXWOXO NAnth'stion.1 Nominal 6947N 8 Glued Campasn" Edge Fiberglass Owbot, Door won d, wilth.t &delta, Iln-APID't-g, XX or OXXO confli 1.6) Norninal ' ImpedWat, Glued 8&#3' 0 &.at C4'Tal EcItie Flb�gl... (In-m9fourtswing. X corfigurstion) M-0 8&010 &.1 Irpsi Glazed Gartraelle Edge Fiberglass Singe, Door wfth Scolit-) 1n­nYO4­w MO OX . 0X0 corhou, W" Nominal M8#YJ 0 6qoOIrnQAa&qut OI.1N1 ComparAtis Ease FQbO,,szA.. Dou- Dc- w0r, or (nout (In-WOutswing. M a OYJ(C> oonfigu'ai N-1 a"39,8 Gazed Molid! d Open Imposts Edge Flipoisea; 01mok it 13- ohnsvirgiOutirwing. A conflginstion) NoIrinal 116439,8 GiuM lks,ided Open C-p-th, GN. Flb.gft. 8.90 D- itl. G& ... d Molded Op. Sidoild. XO, OX or oxo'.69-h-) Nominal 66*39 8 9q..t."dLqu. G'... M"d Op. CoArm.A. Edge F,binee., Dotal. DW ­,th W wlihoA GO -Ad Molded OW SdolINIS xx-OXXO"Onflailtalt Norrinal 69232�8 Orpaiam, Cdnne-.1t. Fqe Pllb.rjass Drigi, Eloo-th Molded Open Still 4 Iin_rgloutvw"O� XO OX or .�. r-Inflitions) ij�hzl 68,039,8 uum'"Cluitual. Opaque Comootilto Efte "IberolesS Dduble Door Wth or �, .1 GAu.d Vidded Op. Sideli (inswinolous.1 'a V . OXXO ronfig-ters) 12,31/2026 Y. Y'. N,A 12�1=26 % Yee N/. 1211112026 40 Yes Yes. Mi. imln,326 Ii. Yes yes MIA imint:126 N. Y. Y. NIA 12n11026 N. Yft yt� N/A 12/3112026 No Yes Yes Nv� =14!026 No Yes yes NIA IMIOU26 '+, Yes Y_ - 12aIM29 No ea� Yes NIA i2r3lf2026 N' Y., Ye. NJIA 12(31r026 P40 YOM, Y. W� imi0oze M. ye, Yen, WA 120112026 40 Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. I a 1 1"21 Entry or Dale Pend =9 Cerium voledidou Mr, y,li�,, submitted i Aossi Am,M MA- 4- R.".111 Won -Dade BCCQ CER Ulan. Dado 3CCO - VAL 11nV2020 10?2fiF2020 11(240020 App-d! (941) 486-0100 (786) 315-2590 rostowse@p9tindit.11146 0 am Cabolih, A,,,-, A-ainnil Far Us, AsuproAred far U, I. -I RIAW Pr�t 0-.Ipv. contz�A Edt"lon oder le, 1 941 �IK_wl Resistairl fte­� Vnyl Sliding GO,,, D- "14/2021 Yes Yes Y. - March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 19it, n , .;J/9 gr 12/31/2026 The rm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 The rm 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 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (BX7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34,4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Divis ion of AA DG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sli ding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243,5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50,0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E, OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 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 FL16544R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Undedayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (fbr Tile Roof) POLYS11CK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12110/2025 E. ROOFINGTLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Borial Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 1001i DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gahranized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999,4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page I of 3 1 0M22 FL X11" pr= L= venlo Manufacture Cont YdIldateli vallclated 3ultimilli Apsirl a= Rev.- 2OX Tho-aJou Corporation Sao" Jasperson Lyndon F Schmidt. P E. Ryan J King p F. 07/213*020 0711212020 13712WM20 101131'2020 App-d Catopry: &tww Dm (800) 843-7828 P6.43409 (813) 767-6555 SubCategorr. S�,orhgirg Extenor Dw Assemblies slaspelsarnoth.mr.tru Compliance Method: Evaluation Report from a Florida Registered Afoinbect or 2 Licensed Flonicla Professional Enginsser FLAMD470-R3 ProduaM Quality-Ass,rance Approved for Use Desion S"gI OR �E2 Mo_" Numbero'Nattre Product Devenotion CoetractExpimbor, Do in "V side HV presetine 14 1 to " bisr-riatisic and Smooth-ftr Nominal d&#3;O8 &quot.impiraii6quat Opaduei 12nl/2022 Y_ NIA Composite Edge F Irgiist. Single Door p_O­WC,'h_N; X _rfig�'O.n) in 7-iry" 2 Q Thisnimat Fibiti and Smooth Star Nominal e4lit 9qU0OrlmpaCt`aqUOT' Opaque 12nlr= Yes, C%A -1 Y- C.mpmiiv Edge Fiberglass Single Door with C= S C, S(dolte(s) arproi.g(Outwrg, XO, OX a, OXO C-A configurations) . CL 3 . rho-Tru Fbar-Cl.valt, and Smooth Surr Nominal OA30 8 Aquot,Impactil,quot Opaque inlr= Yes es Y. il O= Composite EdS D-Ii. I)- vsth or ;'14 ...or ....: configunallons) (ImANAng/Ouarmni XX or OXXO LL_ 4 d Therima-Tru Fiber-Clas- and Shrooth-Sta? Nominal 8&93g,D&qt.,ot,lmpaCt&qUbI. Opaque, I 2J31 rM22 Yes Y G..posilt, Edi F Irgle. SngL- Dw, 5 Th.A.. T,u F,be,, CI ... A, and S-th.Str (In"ng/Outswrw: X iprifigurarton) No-mal U439,0 &q,,:,%Jr,wpoct&quo1 Opaque Ivlianz� Y­ -JAC"' Composure Edge F.kergliinh. Shlylis Door-th :za, W Sdisltv(ss) (Ip_Ag1O,,t-Ag XO, OX or OKO a-figunist, ""') 6 1 Therm.-Tru Floer-Cl-li, and Sproth-St., Nonn,irl 8903*0 &quL4Jm;p.c:&quaI. Opq- 1 N31 r.1,022 Y.O. Y Y.. Component. Edge D� ble Door With or C= (Fibofglaal, hout,Sidailea uar.'rig, XX a, OX)(0 Ithersengi , no 31: nfigu hon-) 7 q Themn.-Tnu Rher-Cli and Simpoi Nomina I lMJI3g8&QwtImpaQt&quoI Glozw 12J3112022 Y Yes Y. CJ a C am postle Edge Fiberglass Single Door " = CM 49 orvs.pg Ovilevinni X configum-) i 6 h Therima Tnu Fiber Clasm and Smooth St., NQmAral 0&#39.8 kU(X Inm8Ct&qUQt Glued 12)31f2022 Yes Y Yes M Composite Edge Fiberglass Single Door Yoth Satesk"'(s) (I-AWOt.-Ag, XO, OX or OXO E oorl"Jurart.re) en 9 1 Therninde-Tro FlAber-Classic and Smooth-Sarl' Nominal 0&41 &qiuot.Imp;at&alu.I Glued 12/31 r2O22 Yes ye" Y- 044/A' C-posirs, Edge F,b.rglass Double Door Wt or �rl Without SICOWItes (lrSmhnl;/Oui XX or OXXO ... figuration$) 10 1 7hiermust-Tru Fibor Chisisic and Smoolh-Stair N dmral8a#39,o&quot,ImPaLdLqu01' Glazed 1 V31 t-1022 Y Y03 Year i CompoerteEdIg Fibatr9larosSinglisDoor X config-i-) 11 k Tharma-Tru Fiber CIDMIC and Smooth Star Nominal BA1139 0 SquoLimpact&quat Glued 1213112022 Yes. Yes yes, NfA Composite Edge Fintergaisi Single Door Mth Sdolt"is) 0-AWOt­g, XO. OX or OXO corifigurritions) 12 1 Thanna-Tro F,bor-ClOossu, and Sr-tih-Spor Nom.nal 8&039.0 k-UrnpactS,quod, Glued 1WIr2022 Yes Yea Yes NIA C.mipodole Edg Or Fiberglass D-i Door With or without Sdrililers (IrstwinglOutsIFIng, XX or OXX0 configuration.) 13 111 ThenrnaJrb Fiber -Classic and Smooth-SUr NomIn2l 6&#39,8 8qucitJmdact&9uo1, Opaduss 12J3IM22 Yes Yes. Y" NfA Cornposila Edge Fiberglass Single Door Wth &quot;NoA-Impact&quoI, Sidellte(s) (I n-N)Oui-,A9; XO, OX at OX0 oonfig unabori 14 n Theirma-Tro FloisrZiessale and Smooth-Sta, Nominal 6&rr3g,,8 &cluctimpactil.cluat, Opaque 12J31r-1022 Yes Yes, Y_ NVA Compoule Edge Fiberglass Doubla Debt v4h &quoV,NdrvinrApau:t&quot. Spdetrt� (InseerVOAuiswrig. OXXO conflouration) I a Thmsmat-Tru Fib-Clai and Sinnoorth-Spar Nominal 8&#39 0 squo'l.pravMquot, Opaque 12131t2022 Y Y� Y_ NIA Composrie Edge Fiberglass Single DApior Wth &quot.Non-Impact8quat, Sdolibs(a) inavvng/Outtawne; XO, OX or OXOconfigurarrions) Is p Thair-Tro F1W.C12.9iQ and Sprooth-St., Nominal si &quot'1.p.ct&quo1' Opaque 12J3101)22 Yes Yes YOss NfA Composite Edge l'iberglOnas Double Door vilth &quoI:Non,Irr;NQt&QuoI, S1de1ZsIlnIeiIAng1Outsi,NA9; OXXO ponfrourrifiDn) 1 7 q The,ma-Tr,F,b­Cl1­L and S-th-Star N��,�.18&fi3gg&quc*,No,.)mp�-Mquot Opaq,e I Zr3l r2o22 Y­ Yes, N� NIA -omprarta Edge F berglints Single Doe, ,,,. MfOuttw-ng ' X 18 - ThOrnri FA-0- Ad S-th Star N-Amil 6&03019� kuot.Non ImpecMquot Opaque 12.131=22 Y.. YeAs No WA Compoarti, Ease, F,borglia,% Surele Door �Ath Sdidn"(s) (1-wnW.tsvorg, XO. OX . OXO oonfigurations) 19 5 Thermor-T nu F their-Cl.- and StInobilh-Stw Nominal 6&4039 6 &qqt Non-Impatot8quot, Opaque 12ini/2022 Yes Yes No MA Comintoults Edq� Fiberglass Doubla Door Ift or ,40hout SWIter, (ImiANpgiOub;Mng, XX a, OXXO configuratons) 20 t Thimmuit-Trut Fili-arsd5c and Sirrooth Star Nominal 8&#39.0 %quot.Non limpact&quot, Opaque 1WI120-22 Y_ Yes No N/A Compartarto Edge Fiberglass Single Door (1A-NIOut..rg; X oonfrg-i-) 21 u Theri RLMAI-CL .. A, and Smo<ith-Sta, Nominal 803g.0 8,quot.flori-ImproallIquot. Opaque 17.191 =2 Yes Y- No VA Composide Edge Fiberglass Single DaQ, th Srosilitti dir."nglout-ing. XC. OX ot- OXO ronflAunisti.r.) 72 Th.-J. F,b-O.- and S-th-Sts, N.-mil Sa"D &q.at,N- Inhip.d& q..1; Opq- 12/31=22 Yes YeO. No NIA Composite Edge FI bergloSS Double Door FOIh 0, wthout Sdeltori )V, or 01 us,infiguisdr.n') 23 w. Thernmea-Try Fibed-Classic and Smooth -Star Nominal U#39�8 &q.vtNan- In-papliki,luod; Glazed 12/311202-1 Y.w Yes No NA Composite Edge R berglassi Single Door II mi;Wnl;�Oulswri X donfiguttion) 24 x. Thannot-Tru Fibor�Clasrud; arid SmOoth-Starf Nominal at Non, Irripacti5quor, Glued 6&#39 8 &qu 12t31/2022 yft Y" No NIA C ornip-te, Edge Fl berglass Single DWI mth Side] rh(s) 0 Few NtOuda. AS XO, OX or OXO .mg-nors) 26 y, T herme Tru Fiber-Castuc and Srhooph-Ster Nominal 69039,8 &q u.L NQn- Impact4tiot: G 122 ad 1213112022 Y_ Y On N. NIA Comporami edge Pitiergliess Doulb 11 Door Win at Mthout Sidelftins (InsAArng/CauvAAn1 XX or OXXO configuration&) 26 z. Thom.-Tru Feer-Oassic and Smooth -Star Nominal 88039;0 isquotrNon-Impsol&quot; Glazed 103112022 Yes Yes No NIA Composite Edge FIbergloo,s Single Door Inswnti/Ounivang, X ounifigurisition) 27 ins Thanni Filate, Ca- ord Stri-ooth 31., Nominal SM9 0 Aduot No,, IrnpactSituot; Glopri,eil 12/31 "222 Y_ Yes N. NIA Composite Edge F,borglans; S"I. Door Ath 9dol ite(q) � ns� ng1Ot- its XO OX ar OXO cr,nfital'on ") 28 z1b ThANimus-Tru Fiber Clowe, and Smooth Star N­A.I 8&439.0 Glued 12131r2022 Y_ Y­ No NIA -am poste Edge Fibarriplass, Doubas Door �Ath at vIth.ut S&R.. (I-ngIOt,t-,g, >0( or OXXO oo,fliam.ors) Florida Dopertmant of Business & Professional Regulation Pop. I d 2 Building Codes " Standards Product Approval Application Detail IQ42 or us %UA Di Pil Do Tka vertion ra-factaider Contact Pa.-. L Litata" vatopul as, YA§99" submitted Facp-roval Appropriate Res- 2070 PAI Window$ and Door, SIC11311inver Lois Robedo LcVuls at -n M wo, PE 10,0612020 10,06,12020 10,19/7020 17115M20 Aao,..d category: Exterior Door, (717) 365-33M PE 92514 '17) 31 T-8454 SubCat"Ory'.311dirg; EXIVOOF Door AsSambilles bofingenl cb,A Carnpila- Motho(t Enluallan POIDW torn . Florida R trosten,ol keniteet are L1-- Munro, Plorrilsons! Engineer Quality AsItUrance Amoylid for Us* Assaiiined Impast Doman 11" Prej I lilk,,Ied. zxotauoii pal Ilk MvM oulside 4 RinfUlat, Pressure I SERIES 420 AL=:Ml SERIES 420 ALUMINUM SOD OXO 1 213112024 No vs. No WA 145 314&qu.I.,80&q�o! NON REINFOWED 2 SGRICS 420 AliUMINUM Sol) SERIES 420 ALUMINUM SGD OX XO. XX 1 2101112024 No 1. No 111A 'a"'I ;.80&Md NO FRIUNFORCIF0 3 SERIES 420AILUMINUM � REINFORCED SCRIES 420ALUMMUM SOD REINFORCEDOX0 1213112024 No Yes Nit, Arl. 14 5-314&Q.or..FA&4.oI. 4 SER:E3420AIUM�NUM SOD REINFORCED SERIES 42CALUMIPIUM SOD REINFORCED OX 121311f2024 No Y� No WA XO KXs6&Qtr'A'.%&QuoI. 5 NFR F5 420ALLIM NUM SOD REIN OFICIED &ERIES 420 ALUMINUM SOD REINFORCED XXX i2i0laO24 No Y., No N/A l43&quoi,.1p5&qud1. Flonds Departmerill of Business & Professional Regulation Building Codes and Standards Product ApPINOval Application Detail Petri, 1 '(2 MD21 Sim Entift dir 09, poestrandi Version Contact ymldK#d EW -gubmittd FlIC Acardiall Astarowd sum Revision 20M wirre.D.I., Ot dodur. dio.terrinAd D­' K W0 1.AE 3.1. J,ff,., P A,A-,. P E 10112r2020 O"Mal I0a3n020 12n612020 AWaved corponvon (330) 763 8121 RE 5IT37 (904) 821 -!1200 Coliourdev: FiNerlor D-s dkornilro4way-dallon SuhCritrigirry: Fort prel Eiderreir Door Aevsmi -AA Cientallard. MothAid: F-I.Ii "i "Aam a F lords Registered Aretulo,,t w a Uorinsed 'ards, p rohrasional Enonwr K OF Name Proiduct Dolisriptitic Ck�.n A,- A-,,,d 1, Us, A-,,,,d par Use In HvIl Qgwg"yhz brinew RHMOR Dow- Presturt 800OMlDOM200 #11 991111 Mnxwkkh I4&#%.k4,,h6ghI GO-Ing 1 ?r3l rZO23 No yes Y" '31 00�35 00 available In top or IntemNsdist. old- 10 WwAiDo/aI2001111123 Ill &49. Max width. 14M9. Max hoot. Olsong 12131 r2Q23 No Y.. Yes �30,00�33,50 available in too or soctorn. 11 800014,1001820D 0 1124 168439 Misitwidth 149#39 PftXheVt Oi=hg 12/31/2023 NO Yes Y. -34 4LV-38 30 Avg two in 'op or Sadler, TAM V-1- Manufacturer R-- 2070 com.aIN'rear, of AAW IN Category: E'Ashor Doons laut'CaMpgary: Ext'no, Door Comb-11 cophiplaterr. NWh.&. Cartili.suon Mark ri� Living Fitioustiadial filumbartirlsims, W7.107 721 747.15r. "I and 847 S,rgO,..d PeIrsot D-a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pri I &I 1 �021 Kalil an 090 F%ld DO correct XdLdettm vw".d 3ubmlt.d LA92,921:111W Aill ILIUM Tom Rintity UL LLC Troy Otshop. PE 12rW420 IM117020 12121=20 AM-d (t,O1 , 494-2.,, 954 9474ma rh Am,wd for Us AomuouttIOLMite Imost COOsks Product D-kAi,M crb!�!Iiii. in MW outside HVHZ flisi.bard Fltjsh� GO .. d. ..it L.-OA-0,ge no point of 12J3112025 Yes Yes yes MIA hall- mitind door, Florida Department of Business & Professional Regulation Pago 1 02 Building Codes and Standards 1 1SQ02I Product Approval Application Detail Ciade 1.911Y Da" Doe. PAAlI the" Voinslan NOW-fort,rair - - Validated SO, VBIJIIMO ammma FBC A-Mannal Peadirohnad Revision 2D20 MI Windoes and Doors Bront Stinger American Arairtiorsural St.- M WOO PE 1111712D2C 111 7(2nn 1112712920 Appro-d calogoor:wAd.w, (11 T) 38!1,3300 MenunotworsAssobation t 717) 317-0454 ItubCaIttioir. Single Hung pallroerriginni.d p,en ColhallAING MeMod: C&FINICAtIon Mark or Llohna Quallift A,-- A-,,,d I, Use Adepuninnel for Use appeart 229M Prodw Modal. Hurripar y Now Firoduact De"Hator, Comm EX31111111 on Dot In HYHZ Outalck HVKZ Resistant Pressure 2 11�5 SH 52X72 FlAII'le,ge From# GISG Single Hung I No yes No -W-60 Le nNneed Glare �5 W Cn 0 J o 2 H CY) Co -0 (D Cn q 0.- -M 0 2 0- = " 0 a) 3: = 0 .0 -�6 U_ %+- 0 > Cn .- U) -0 (D cn E L- Ca 0" CL OR C/) < Z Z W MJ Cin E =3 C_ Cn co > 0 > L 0_ 0 C�L < eelloo"i 0 -0 0 LM LU < Z Z SHEET NO. PAL 1.0. I I 1-1 I I I ------L - - - - I -- -- I I- ---- -- - I 11 - -L-L I I I I 11 I I I I - ll I I I III IIllj--L I I I I j - -1 .1 11 !I'll I I - I- I I - -- L- - � - - i I - 11,11 - - - Florida Department of Business & Professional Regulation P.P.Gorg Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards 1/25/2022 Building Codes and Standards IW421 I � ' . I Product Approval Application Dertall ----- . I 7 1 , , I .1 11 r I I. � I Product Approval Application Detail . I . � - &I611111111111111tIC 22ft . I � I � I I - .. � I I . I � . . � I � I EMIN or 21111at I . I 2AX - . Dartle Pend! Ina 2& I %am= . 1. I I � I I . I I . . . I I I r� 1. ,.. i 1. � � I ,r - � 11 . I I r . � . ,� . . I � I � � I 1. I j I I � I 1xn version Manufacturer copw Enain� & License Validated By Validated submitted FING Achoncrial Adoration status �go Emit, ar� Do 291 Cona Preadlinis 2dit R-.,.- 2020 Thehmas-Tr� C.,poratkir, Ste,e Jaspereon Lyndon F S.hm,di P E Ry- J K,.S P F 10,07t2021 OW U2022 1 1 Orl 3r2021 12tl 5J2(r2l App-d am vtnow AWWKWM Eirsolkhrear A Uc- YAl"9411Y YALOAN Subnaltil F&C Approve! Apwovt,d alarm category, E4,efior Costs (800) 643-7828 PE 43400 (813) 767-6556 Arhmnation ZD1.0 P(ITIndustmons Jort R-ld Mi.ml-Dende RCCO - CER Mk- door BGCO VAL 1 1,061*202t) 11,050020 11111(2020 Apploue,11 UbCadtagary-. Shhanging Emera Door Asocarnblie* 5j.orsPnwrrQtherms1,u - Goapory: Wndkox, (Nl)486-0100 flrafl 315 25K Compliance Method: E-I.A*h Report from . th Subcategory. Sngl. H.ng J!"Nos"I'Mopithrid"Wes" Firtida Registered Architect or a Licormand Florida conwilaine'lliontrod. C"111-tion Mark . Ual - Proessuortal Enginessr FLI11120"i-R7 Products FL&rLm4mprodKts Caralflyfissuriance Agarrovedfularijito AppirovedlorLiVe == Q21110 IMA P'govei Model. wuftw V ligre Quality A -lark- PFOWCO Dfalerad AutiolostIgLus, A-r-.d for IJ- In INK WE* HVKZ kuLgi Dow- 111109111staint Protestant, seq X Product rAo,WL Number or Name Final Description Contract Expiration Dot.. in HVH7 Waldo HVHZ Resistant Pressure 2 R.5w, Largo L4,0. .Pool Vn,q Single ",,g W�. 117noW25 Y. loni Yes NIA 1 a Thermo Tru Finer -Classic and Smocith .Star Nominal 8&#39.8 8qUcdt,Non Innorolliquot Opaque 12M/2022 No Yes No N/A C-poole, Edge F,beglasrs Single Door (hrilinangtouts"rg. X configuration) 2 b Thermo-Tru I'llner-Clanuslo and Smooth Star Nominal 8841139,13 itcruct,11on-Impoor&quat, OP-4- 12,`31/2= No Yes No NIA Composts Edge Fiborgeasis Single Door with Shielite(s) OnswinglOurawrig XO. OX - OXO configuriltor.) 3 c I herma-I ru F ber-reselt, and Smapoth-Stor Nominal 69039;8 &qU0cNon-fmloaQt&qUOt,, Opaque l2f3112= No Yet No NJA Fiberglass. Cwnp..Ite, Edge Double DWI with Or without Sidefitear (Irawnrig/Ounutiing. XX or OXKO ocerriouralnoms) 4 d Themade-Tro Fiber Clarl and Srhocoth Star Nominal 7&039 0 &quot.Noh Impactilquot. Opaque 12M?2022 No Y- NO N/A C-preanth, Edge Fiberglass Sirtills Dow (Irowng/Outrinenng, X configuration) 5 e The," Tnu Fiber Classic and Sm.0th-Stal Numine 176#39 0 &quot Non-InVairrRoluot, Opaque l2tJltZ022 No Yet, NO NIA Compoole Edge Fiberglass Single Door with S.dolit.(s) �hr.enng/O.tal KID OX car OXO configunslint;-) 6 I Thermo T,u Post, Curissk, end Smackolth-St., No"mi B& 39,0 &quot.Non-lmPsict&qUot Opaque 12f3112022 No Yes N. NIA Florida Department of Business & Professional RegUlatlon P." of� C-posoo, Edge Flbwglm Single Door Building Codes and Standarda 115,2021 (firmennglOut3wasq. X conloquirationj 7 g. Thermak-Tou F,low-Classh, and Sit-th-Snar Nominal 88al 6qu.LN.h-lmp-,VkquoL Opaque 12/31 t2O22 NO yes No NIA Conn"Ke"te, Edge Fiberglass Single Door with Product Approval Application Detail Sill. 'is (a) (I n.wingtiWitunng, XO, OX or OXO configurations) . . � I- �, I . � I . . I �' " I . . I : � . . I I I I ,. 8 h Thermo-Tru Fiber-Clarsic and S,mooth-Star Nominal B91039 0 9quot,Non-mpdkc*uot, Cipaque 12131=2 N. Yes No NIA amm�m I I I I � I I I I I � I � ' I.: . I 1. 11 " , , 1. I , � : '� , . . 1. I- � I . I C-ripcoote Edge Fiberglass, Double Dow Wth or Q& gumLaL LIMA 2" Dot, Parts- go wthout 9delcos. (I n-g)Outswing: XX or OXXO Well guirstiong) I= Vernal- 1111-first- C.dest East,,, A U- Validated 51 Validated submitted PSCAPshrand Arishonord a" 9 i. Therma-Tru Fiber -Classic and Smoth-S,ar Nominal OU39 8 &quOt,Non-ImpsK*&quOt, Glazed 12t�lr`2022 NO yes NO NIA Aft-otion 2D20 PGTIrdu.t,l.. Join, R.-w.kl lbothl-Docis BCCO - G5R W,ml-Q- Il - VAL 11,05M20 11K)1,120ZQ 1IMil?020 Apprwntd r-Ornip.trz, Edge Filorglises Single Door Cakagazy: Wndo- (941) 48&010D (7t)6) 315-2590 Inswinglautsving, X ox,figurstor) ftbcahig.tyr: Fl-d resizatithillpgKindustineGo 10 j� Th.nma-Thu Filb-Ci-alc znd Smordth-Star Nominal 5sjs3g,8&quotNon-lmpakCt&quOt. Glued 121310022 k1c, Yes NO hire, Complam, firairnid! Cerlili-tion Ml c, Litati,ly - Composite Edge Fiberglass Single Door with sidoilto(s) (Iniewdingfoutswrig: X0 Ox Or OX0 F1.011243424PIFoduct configumbors) 11 k Thonme-Trut Fibel-CL.- and S-th-Stia, Nominal 6&#a9 8 8quoit.14-impact8quot Glazed 121'31 r2O22 NO Yes No N/A Guardia A,-,, A--,d for U,, Achor-4 for U, breast 26" Composite Edge Fiberglass Double Dow with or ft" Product M,d,L Nambor or Niamor Product D-nistorn Contract Esaftalloo Dot, In HVHZ Outside HVHZ Rosemont Poossiture without Sideloss, (Inowngloutsening AX or OXXO 5 PIVIL3520,1-iuge Mi.,I* ,ntoc,i Vin,4 Fl.ed V,And.. 04no,2025 Yea Y- Y., IVA cronfiguraffions) 12 1. Thermil �6er-Cloortc and Sitntoolti-Star Nominal 7039 0 &qvoTNon-Impdact&quot Glazed 12131 M22 No yes, No NIA Composite Edge Fiberglass Single Door (IrsawmgfOvt;wng. X configuration) 13 nn -Q-m..T,.F,1crn-CI--,ndS-th-Stz, Nom,hol 78#3s0&q,tot,Non-lmrsaot3rqL,oL Glazed 12131 tQO22 No Yes N. N/A Composure Edge Fibeglants Single Door -th SKI.Ift(tt) (I h-SIO.1-mg. XO. OX or OXO configurations) 14 in I hermse- rru Filbor-Classic and Smooth Star Nominal B8X39:0AqUOt;Nor-lmpdkct9qud� Glued 12131 r2O22 No Yes ra. NtA Composite Edge Fiberglass, Single Door (Inswing/Outswing X configuration) 15 o Thermo -In, Fiber Classic and Srnmth-Stal Nominal a&039o&quot:Noh-Imrakc&qUot. Glazed l2t3112022 No Y. NO N/A Cornponuto Edge Filloatilsor, Single Door with " -C Florida Department of Business & Professional Regulation Pap 1 of I Building Codes and Standards 115=21 Product Approval Application Detail I ' LOW I., .1. I I I - I I � limI I 11 I 11 I . . I � Loill I I I " ' �' �� I � .1 I r ,. I " I ,. . " I I . " I I I , � � . I . , �� � " , : � , � 111. 1, ' 11 : I 11 , I I , � 11 I . rl , 2M oats Doe, Period W Zags V-- %roadsides Stitersdrad F&CA-rinhad A,,,,d Ina, R"- 2020 MI Ondouns and Door, Brent Slantoor American Archilecturel 91-h A once. PE 10,0812020 i0liltill IWIFIM20 Appohoad catigm; wit'da- (717) 365-3300 M.Runicluna's Asssickinhort .11 7) 31 r-8454 subcategory: HaUMAI Side! lo,stling.rCin,ed c- Compliance slashed Gatti h4sra: m Lialing ]FLAIMIAll Products M" Quality Assurance kAwLaa Aosrowdit"Use Achisro"d for Use lirl Direlant a HVMZ outside HVHZ guilt" lare... I HS left F)h and Fl.,V. F,.. 71.0. JI-I.f,d nl- 02/1612024 No Yes W -551-55 Florida Department of Business & Proftesslonal Regulation Far I .11 Building Codes a nd Standards I Ri Product Approval Application Detail I I LN&IM0, ' I � I � � . I r 1, I - :1 I �' . 1 I I �� , , I I � '� �� '. I I � I � - : �r I �., � - I I I I � � � . '� I *. �' � ,. . ,,, � ,"� 11 � , � � �� , " , � '' I I . �'� ,�� .. � . I 11 I � ago Itelith, Or 20 211119 am, Pusse. DA* ICH Varietal NOWIP111'anaunin Contact Ersilhoom & Licari Validated IN Vallosided Sallonlood FBC Approved A,-,,d IUD& R-ou- 20241 PAI Wind-, and D- Brant Edinger L.I. R L-., PC Sit- M Urch PG 1,34OW2021) 1010012020 lallwn?a IVISIM20 Appr-d Category! Wind- (717) 365,3300 PE-6251 4 (717) 317-8414 SultiCaiagory: WINce, tisildhoorCm1wdeorn Compliance Method: Evalhiation Report ton, a Florida Reid"misdAr.hitactor. Licensed Florida Prof.-nol Engine. mr- xmml IA" Am-# Foll"t MOM "i &aAMLDUGEkftO contrast E Alo'D� in HVM 2aiwLd= Azisholand P-ouns 2 5704 V,.b,W Ali,nnn- filulno, l2n112021 N. Va. Y., NIA mpo- (Inswrig t6wno - Of config-tona) Florida Department of Business 9 Professional Regulation Pop I of I Florida Department of Business & Professional Regulation Page 262 16 O Thermat-Thu Filoor-Clazi and Serhooth-SUr Nwhnal &&N39,O &quot,Non-Implact8quat Glazed 1M112022 No Yes N. NrA Building Codes and Standards 1 02UZ1 Building Codes and Standards IOM2021 Cornpoalte, Edge Fittergaes, Double Dow with or wthout SKIclites (InseenglOutswing, XX or MO Product Approval Application Detail Product Approval Application Detall config.ratt-s) 17 q Therma-Tru Ftber-Cesac and Smooth-Slar Nwrissal 68039.8 &quothlon-impact8quot Opaque 12131/2022 No Y- No NIA - C-ponts. Edge Fiberglass Single Doorwith I � . 1. 11 - : ! , : I � I I . I I I . . I I billlllillt�w � I , �i �: , . � , ". I I 111-1- " � " I I - �" 11, � I i� '� �' " . � . , � ' � , , 11 I � ."' � - I - ., ''I � :� ��",- -�' ,!' I , ' ' � - � : . , ; . , ".. I � ..'�' � , � ' ��' .- I - I - ' " Trans- (InswingtOutowng, 0/X-rifigunation) sailluum I I I I I I I I I I 1, - : � " , . I .�� I I I I r I � I � I I ,.. I I I I . I I I I . � . I ,� - . I I I I I � . ." , 1- " ,� 11 : 11, " � , I .� � - I 11.1 11 .. : I ': ,':' � . � I 1� , �":': ,� -�' � to I Th.,--T,u P,ber-Claransto and S-th-Stax Nominal 68#30,8 &quot.Non-ImFrshcV&qucd, Opaque 12131 M22 NO Yes No NIA L-A Entry a 991 21111 Data Painting Dff& r9ft Entity of 2" 2n Date Parham 202 C-,p-t. Edge F,b.rgl- Sing it, Door w,th illas vshemn nw-f,N- 211mi Fh,i-,& License Validated IN xwbwm kwm= FBC Ararroitak Aricarcithad IRgLa I TV- vii,rifion litinstruchip, rdeild tuamuLLILUM V,dktW,d Bv Validated g,b,Rt,4 FRC AndarviiI Acutroved 99,1, Sdolde(s) and Tre ... m (I -9/Outswing C�XO OJOX at OIOXO configurations) Rel4ka. 2020 James -1 Building Predicts. in., Chad olards V. Andr- T.h Joh P Southard!, P E 01/05M21 12/14/20N 01/0642021 deg FAC', Apo, . Revision, 2020 Alsid. Nn:k Th-p- Lynden F Sch,na P E Ryan J King P 9 DWI WD21 021,512021 o2am`121 GOINK21 Appro.tol 19 s Thannina-Trul'ber-Classc and Smooth -Star Nominai 6&#30.8 &qwt Nan-Impatot9quot, Opaque Qfflj= No Yes NO NIA causigary: Panel Wals 009) 545-8339 PE 8W2 052) M7-2128 co6getyr! Paris walls ,330) 922-23159 PC-43409 (813) 761 0555 Composite Edge Fiberglaso Single Door with subcategory: &one ch.d dioneln,ditIam�.cl subcaltothy. Street nthemo,ch(tal.d. cont sek,til (I -wingloub.-rig XO, OX or OXC compliance Method inralkiabon Report tom a - Cornpilannia Method! Lveduater, Ropc,t from , combrojous �teed am Sill configurateets) PoNt. Reentered Architard Pro I.,censeel Flo,,do Flisid. Regfirtim.dArchri or. Licensed FIcAd. 10 t Thermia-Tru 51ber-Classic and 9mooth-Star Nominal 88di 3quct,Nor-Innpact8quW� Opaque 12/31J2022 No Yes No NIA Prohissionai Engineer Pnofinisional Engineer Composts Edge Fiberg law Single Door with Sdeline(si Onsionng/Outswang XO. OX or OXO F1.01311112411ill Product, FLA122n.as Pretwole Contlnuous Head and Sill configurations) 21 u Therma-Tru Fiber-Clil and Smooth Star NomhhzlS&M,8AquoLNoh lindporataquort, Glazed 1 ZIMM2� No Yes. NO NIA gmdbL&MULaou Avolond W use Accuffed 1% Impact Dosslar, Qualliv A,-- Aciarearond for Use A-,,M for U, taLudil card- Compoute Edge Fiberglass Single Door YAM §MA produtil modall. lanthar or Product D"Umn rff&K lawimik'a In KvhZ outside N"Z R*Sletmw 8-Q A Product fistroll lilturnicar or No- Product Mocriptlos cruIrnioll I.Phallor,ow. In HVHZ Millard, H Itoolso. Pressure Scallul onswrigilrOutswrig, XO, OX Or OXO I Compare Lap Snling ilsamearrant lap sidr,q 1213112023 Yes Y- NIA NIA 1 a &Qua.2T&quot Sotli Vent. Sold Vinyl Sonk Qi3lOQ23 No Yes No N/A Continuous Hered and 5411 configurations) 2 HNd[,PL.hk Lap 9ding lb-comanvt lap sitting 12*V2023 Y. yas NIA N�A 2 b &quPtAranc, t+&Q.d. 6.17111 Varn or Said V.yISdIk 12J3112023 No To, No I'll 22 v Thermo Tru I'doet Classicand Srincroth-Star Nominal 8&#39.0 8quOd.Non-Irroact8quot Glazed 12/3V2022 No Yes N. NIA 3 c 6quill.Grombnor Viltoot, Beirded$dog Sond Van[ or Solid vinyl s:011 12131r2023 No Yes No N/A Composite Edge Fiberglass Single Dm with 4 d &Q`d.D5&Wot: Saint Vent or 8did V" GoN 12MIM23 No Yes ho NJA Sdelih,(s� onsvAng/OurevAng, XO, OX of OXO 5 � &q.ct:Chart O.udqucl; S.Mt Vern or Schd V,q S.111 12131=3 W Y., NO tUA Continuous Head and SH configuratkorm) 6 I &quct'SuP.7iI:..&,'sK Solid vani " Sold Vhhyl Soffit 12i3lo2O23 No Y., W NiA 25 w Therrma-Tru FlIber-Clastak, and Smooth -Stair N-Inal 6&#30,B&qu0t.Non-ImpadSquot; Opaque Q/3j/2022 No Yes No NIA Composite Edge FittaralasaDmr Parielsveith Vented Siddolitol (I nsynnglOutrwing, XY, XKX Or XXXX configuhrintra) 24 x Th.rma-Ttu Fbor-Classicand Smooth-Slar Nominal 819,41l 9quot:Noh-lmpat;1&quot: Opaque 12/3112022 No Yes No NIA - Composts. Fog. F,b.,gl..D-, Parnelowth Vented Scolito(s) (Innsunrip/Ounswing XX XXX Or X)O(X config-b-) 213 y Theirros Tru Floar-Cizat- and Smototh-Star N.mnsal 6;1*39�89quo�Nor-lhnpact&zluot, Glued 1213112022 No Y- No NIA Composite Edge, Fiberglass DoorParelsvAth Vented Sidelite(s) (1-unngiOrJor-9 XX XXX or X)C(X Florida Department of Business & Professional Regulaton Page I orl Florida Department of Business & Professional Regulation page I a, -f.gU,.b ... ) Building Codes and Standards 10&2021 Building Codes and Standards 141,11011 26 z Therme-Tru Flow Classic and Smooth -Star N.m,-1 9&kr39.0&q,Ka.Non-Inwc1&quot. Glued 12t3l12022 No Yes. NO N/A Composts Edge Fiberglass Door Prineis,ulth Vented ScWW&)(lnsvAngVOuMwng XX XXXpaXXXX Product Approval Application Detail Product Approval Application Detail corthg-h-) 27 za Thermo Tru Fiber-Cla5sic arid Smooth Star Nominal 6&#39.8 8quot.Non-In-spooAquot. Glazed 1213lf2(Y22 No Ions No NIA I � � 1. . I '� . . 1 I I - �' � . I � I 1. I '�r I I I Compostre Edge Fibeg low Single Dchor wth 3841139, 0 &01�so I �'. I . . 11 I ! , I I . " - I . I I .- I I I I � , i , I I � - I '; , � I I . � . I ! I I : I I I ''. . . 1%iftitili _ ­ " I :I- r I I I I � I . . � I I I I . I 1 7� . . '' � . I - . I ". . I I I . " I . I ,. I . - I - I �' ", � I I I 1. . '., J I I . Soil onseingfOutswrito XO OX or OXO I . ,� I . 11 11 . . I . � . I I I . �� Ir I � I , I configurabons) i2sh Enlithr or VAL 2" Dad, P-11, ils-- 92d§ eal Dide 20 Dag Pendinda 21tt 28 It, T'herma-Tru Fitor-Clahask, and Smooth-Stsr Nominal 65039;19 &qmt Non-ImptsoMquat Glazed 12131/2022 No Yes No PUA mm vjanigon modulailtsursh, cardtart Enalmnar & Liciess, XWLM,d& YWW" Submitted FBC Astrionstrad A,,,-d ALLY, 11121 V,-,, Manufacturer cokinsist firuddranar. 111cohns Vardadird 111, Validated indhanitted FOCItsidaroyal Alrom-d at* - Composite Edge Fiberglass Double Door With R...'an 2020 TAMKQ Budding Products l Koril Edo Report Nakindren John W. KinutaAch, PE IOM41202U 09129no2a IOJ12120M 1211�020 .pp,..d Rdm- 2020 L V, Thompson. Inc, ore Thmpwn Archhodual Tony Christman Zachary R Pritts, SA.an M Unch, PE OW172020 03`18,`2020 09.22/2= 12fl&'A20 Acracuted 38d1r3i).0 Sickslites (InewrignDuterwing. 00000 C. epary; flooding (417) 824-6644 PE-5c1ts 954) 772-6224 luebat CohnsanylTAMCC), (913) 248-3456 PE-74021 I 71 I) 317-8454 29 - Th.-T,uF,wh-CIa-c and Sm.cith-Stur, coninfigrurahch-) Nominal 830glO &quoI�Non-Impacp%qwot Glued 12131112022 No Yet No NIA 3,�ibZogcry Undsmaymand, k.rrl_ad-Q1-k. ocim Category. Roofing SubCaphooly: Roil Accessories that are an tanyag-1.1-fing-, Composite Edge Fiberglass Single Door with 38#39D Compliance NWh.,t EJsUndifion Report tom s, Integral Pact ,rlho Facing Systom s"ibe(.) (I hauningiOrtntil XO OX Or OXO FPM, Regnst-ol Anornact or, I-lear,scd Fl- C.mpI Method: Evaluation Room oohh"'18= Prol-nahal Ehgkunm .. Wom a FlodialalRoostined Ftorld, 30 7d Therma-Thur-ber-Clarai and Smototh-Slar N.,. � 0 8quot.N.r-Impact&q..t. Glaul 121'.31M22 No Yes No NIA Archnfect w a Ucernsaac Compma, Edge Fibergilenat Double Dow with lin.91,1232841119 Products Professional Engineer 38a1W,0 Shlelles, (In-ngJ0.IaWrg, OXXO Quality Assursear, fluderinihad for Uta, A-,-d fair ther Rura unim F�MMI Products configoittion) C Expiration Dot HV+a 0.1olds, wil Rationale 31 ze Theartro-Trul'Iter-CoSWC and Smooth-Sisir Normn2i 78ft39,Q&quotNOn-lmPQfA&qUo(, Shelter 12r,4112022 N. Yes No NIA lout. Product Model. Number thr me- Product D-sai, grilreert 1, Qualtint Assurance Ardarchatelf"Use Aristroyed ta Use XUW 2121M Series C.rap..he Edge rl-ed Fiberglass Single Door with m without 1 WO.2 Sdolilro(lr) (InewinglOutow"g X. OX XO or OXO owiligurattons) Florida Department of Business and Professional Regulation Building Codes and Standards 3115/2022 Product Approval Application Detail FL06259-R31 22ft Ently. o Date 21i 2a 282 Status jy. a Version Manufacturer Cool f_ng In ear & Validated y. Validated Submitted Pending ARproved Approved Revision 2020 POLYGLASS USA MaturyAlloeirt, License John W 10126jr292O 10122/202C FBC 1211512020 Category: Roofing S954M I 330S mal pert@ polyg lass.com Robert Niamirien Knezevich, PE 111i Subcategory: PE-59168 (954) 772-6224 il/0112020 Undeflayroants- Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FL#629)-R31 Engineer Products gUWjy_Aj2WI Approved for use &qrzQYbLiQLUm Itilujila Deal Sd`Q 1111 Product Model. Number or Narrat Product Bettor pilot, Contract Eakildo Data In WH Outside N Resistant Pressure 1 Polyolass. Roof Underlayments Rooling underlarynnersts 10121= No Yes WA 4WAI-622.5 1 Polyglass Roof Undedayments (HVKZ) Polyglass roor untherlaymerres for use In 1`5012/23=3 Yes No I'VA IVA HVIIZ)Ursdidons 2 Polyglass Roof Underlayments (non-HVHZ) Pislyglass roof rinderlaymentri, for use in 12/23=3 No yes N/A -WAI 022 5 F80 h.rnHVRZ).rodic,6-. 1 Polyglass Roof Underisyments (HVHZ) Polygiass roof uncernalmentl for use in FBC I ?J23r2i).13 Yes No NIA WA HVH7)UII.dkc1I- 2 Polyglass Roof Underlayments (non-HVHZ� Polyglais roof underloymenti, 10 use In IV23rA23 No yes, NJA -NIA/-622.5 FBC non HVH7 jurisdictions I Polyglass Roof Underlayments (HVHZ) loolyglass roof underlayments for use in F5012/2=3 Yes No NIA N/A HVIIZjunisdictions, 2 Polyglass Roof Underlayments (nw-HVHZP P*glass roof underlayments, for use In 1=3421023 No Yes NIA -NiAl-67-1.5 FBC non-HVFiZ jurisdictions I Polyglass Roof Uriderloyments (HVHZ) Poli roof underhayments; for use In FBC i2/23=3 Yes No 1,,tlA N/A HVI-iZ junsdictionis 2 Polyglass Roof Underlaymems (non-HVHZ) Polyglass roof underlaymervi for use In I 2`23=23 No Yes NIA -NIAI-622.5 FBC n.h-HVH2 uni.d.twor Florlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 2 of? "12023 fLiemIR14 Qgs � .- I ,, r � I 1� I � . I I I I . I - . . ­ - . � Brute or I -1 . 1. I I . I I 1, I I . I � 291 2" � . I . 1� I I Dat,ftneirso . I I 2& I Tv� Vaza manuf�lurn AW fineansaar A U-. co, V.Ndd.d Validated &A-� PSCA--.1 ftp d _L,3�a !�--'-" Re0- 2020 MlTak I. 12- kviskion ICC 6111,311w Saarukrd. LLC ,cc C-undec, S.- 01,03,2023 12i!200072 01M=073 Apor-c! CA69"! Stracnazil Component. 1952) 898-8635 LILC S.IcCaltrg.ry; Trust Plat- -hil-emn - (205t 59IJ-9000 Comptlifiricat Method: F.Vialmon Report from a F1.0219141110 Proglucts Product E�sfivatioh En* 4 - a Producl Mock Number Or Nam hwunct firsonlothart JB ga high strength n-torrildor plate Ovauhr A,,-- C,rdroet Eaciftall- Dar, 1213112024 A,--,d for troa A-twed In HVHZ OvIgid, Yes for Ushe HVHZ yl� Im-t Resistant NIA Doalcin Prostrun; NIA 1 M18AH8 la ga super high strogith truss connector plate IWV2024 Yes Yes N/A NIA 2 M188115 16 ga, -, conned. plot. 1213142024 Yet, yo,� N/A NfA 3 "1111 18 ge high strength trUes, connector plate Q13100241 Yes Yes NIA N/A 4 MI 181-18 .0 gir high ,tharBr, irs., ,ohn-or plot. 1 12rjlr2o24 Yes Yes NIA NIA 5 MT20149 18 go thints connector Palo, 12131)2024 Yes yes NIA NIA 6 TLIB MT18 209. truss coon.d. isater l2f3l/2024 Y- Yes NIA NIA 7 TL20 MT20 - I rAMKO Rod Uniderisym,nets (HVI-1 Roca -darh�yracnt, for .,a in F BC HVI4Z 0"(20n Yes No NIA N/A URI It, mt,llh Product Detaching- '. tiveiz 0.1ttartO gym R-firtard Emukm jurliderear, I = It= Bear. for It. 26 9:. start, roof-bletur with ban. 0"0120213 Yes Yes NIA N,A 2 TAMKO Ro,il Lbrotaftymen,ft cNDN�VHZ I R.ol-d,r.yhn-n, for .so ,, FW- non-HVW OSQSam No Y- NIA N/A z TAMCO OmonookVoint 20 9 . OOM12M No Yes NJA -0).52.5 pinsdi 3 TAMCO Off-Ria0e Roof Vlan -r1lh Sark 26 ga solo roof -halor efth intiefinded baffle, 09mao2e yes Yes NJA N/A 4 TAMCO Round Too Off-RcIdeVent,intiti Bell for The 2n ga, stato rool,nolhator erth baffic 09Mf2026 Yes Yes N/A N/A Florida [)apartment of Buslotess, & Professional Regulation P.g., nir I Florida Department of Business & Professional Regulation Pago I of 3 Building Codes and Standards WrA21 Building Codes and Standards 11712021 Product Approval Application Detail Product Approval Application Detail -1 � . ., . 11 1. . . � I I �' . ,� I I � ., . � I 111AIIII � . Qft I �. . I . I . 11 I I ,� I I � � .. . . 1.� I I I � . I I I I linlity ,� I I � � � � put valf . I � DO Poland 1. I , 210 . I � � �� Itjowl , � .. Q& � . .- I � I I I I � . I - ':1 I - 11 . � . ,. . . . I 1, I I � . I � - ,� � . 2� r . . I . 29A I . - I 21111 � I � I . I . ordo Pearichroad ,� . . I . 20 . . � . � LM Vendors 11-facture, Cordhast brookineor Is L,-- valfidels'd IN Vallpataid 11,11,111.0 FBC Amended A-oad 211au 1= vorshoon ph,,f,tu,, conlone, Eendarseer & Lorpor, valwalarl an, Validated fulanittrid M A-,,,d dicancithad it" P-h- 2020 Lom-, Karl- Je4ey Jame. L Erjakeer, P E Sh- h! Unch, Pr I I r23/2020 llf2WO20 1112en020 ding FBC App, R-onsain 2020 B-1 Rocks,, Ande,son Fail IAPMO Un,f- EV.1u.tiw G�yw Wait. 11/03M20 I M2M20 11nD64X2Q API)l Category- Rooding (501) 083-6163 PE-31242 (717) 317-8454 Cadiapoi,T theicing (801)380-6ogi Stnntiet LLC (205) BS4-13,16r) S.bCattoorr Roofing A-- In. are an kell,tilliontorcr, - 11,lbCod.9crr. R-thgT," Rd,trAndonschill?II-I co rilogris Part orthe Repring Syntherm Comphoexa, Nothad: Ewii Repcot fi- , in candollarricto deal E-Shor, Row scam. Product E�Iuatioo Entity Flond. Registered Architect or is Lio,nao,i Fl.rd. F'oftesionai Engineer FLAIIIIII1,19,1112 Products, FIL01112024111111 larsiducts Qualltyr At§W� Assidirlinhod for Use Ashamed for U" Impact 2111111111 MA Product Model. "-be, or No- cand'AM"r Dadit pft.'Ildeftw In, HvI4z outal Hym Resonant P,,,, QUAMAVAKAU Approved fo� Lee Awatroul tar lin Ended charm is S.-Y - Shak. Star. C-htry Sim.. -lot Old Engs'sh C. . No Y., NfA NIA ligal emmiumagwabolax-km Pmduct Donarrhol Condbact r"Whathar, Iturs inAV42 Outside HVHZ Resistant Pre.- Thatch &amp "pact I D.,k-Ax I CAA . TRI-Binit Dock -A, DAA Lov Profile P.1yomprillash, Plastic Roof Vent i2fl(V2025 No Y" hic -97 5/-97 5 I 7 SawyGOO-Slatis Shake gurno: Split Shake Flat Profit* - Stockion CA Q/TV2021) No Yes NIA NIA Me,,hahiPfiAyAttrKh6dIoPIrwocdDec1I I'R 8-ory 800 - Si.t., Shako 6unno. Spht Shake Fiat Profile - R,,No, CA 12nlr2O2D No Y., N/A NIA 19 Savory TOO - Shako sale &hmp. SOR Shake Flat P-111, - Stockton CA 12131QO20 No Y., NtA NtA I 20 Saxony (00 - snake. State &amp Spin Shako Fiat Profile - Riot, CA lzmlao2ti No Y.a NA N)A 27 T.J. Esp.- , as -1.z Rgh Preens Katy. TX 121311202D No Y., NIA NUA 28 VIII. L,m,Prohn, Katy Tar 12,31,2020 N. Y.. N tA NIA Florida Department of Business& Professional Regulation par I If I Florida Departnient of Business & Profirrislonal Regulation P., I oli Building Codes and Standards 106=2 Building Codes and Standards i17=21 Product Approval Application Detail Product Approval Application Detail I ' I , I : I ' I - I I I 226 I I � I I : - I I . I - : ., , , I . I � , -� � ��'- �� , � � :'� r: 2 � �� , " I . I � I . I � . Enfily o I ,- "'' . I I I . r � Date Pak � � , '' I . 11 Date Papillae , � 21A . , ,� : : I AWIW . I I I ;2& I " � I r I I . " I I I I i '' , r'; ,; : .i�'-� . I 11 ,� � 1 1, ; I , �'� - , � , , I . , � :. ; �� , I I I . , , I �; � I " �' " Entire, or - I "L"� ,, I . I Do i �'�o � � � 292 , � �' , , �f I claosistandfinto . : ��' ' % �' 291 . �� I ,!; I �. " � T- Version Manufacturer Genht-l; Eno Intler & 1.1censis Validated Validated Submitted F13C Approval Approved status im votsio" Idarkiffacturret LOW F,,k,- & Licasso viffloodead 5, xwwiw ggkms" FW Arkhrovid halting AUM Rtwirson 2020 All American Shutters and Glass Mike Bwbios' Frank L Ben nardo. P r Troy 8,oh.p, P E. lU2612D20 10/1512020 11/05t2020 Qf1512021) Appiwed Revision 202D Alpine 61thid La-,,. ICC C-1.4- &�., LLC WH42MM Ranlarl.Pi; 1013112020 1 0,12212021) 11/0612020 11OU50020 Approved Category: Shutters (561) 712-N82 PE-0046549 (954� 947-0,880 cadagary: St-tunil Component. (321) 710 3377 (407) 681-1917 Subcategory: 3to- Panels mikebCalatimer"nShUtte SulaCtitol I,., Rate, .h-h,Q,IpIn.lt-.. compliance Method Evaluator, Report fromis no com Compfl- 11,11,toll, E�,ofioh Random ircer, . Florida Reqnstionsd Alohitact or a 1-knetsed Florida Prccuirt E.hotroh Entry, Ph.1111-1-1 Engineer EktinisLemwo FLAII TOWR3 Products QuOkyApg,- AWm*d for shot Apor-al for tJ- 1-poof Distant Quality Assail rance Astarovedfortise AporevedforrUse (Inchikil Desiar, a" 0 proddiset Each. Njl*qr or Nam Product Doescradon CoaradetErskallor Din, In HYEZ outside Ryw Realstart Proodaur, §RRA Product Model, NUM bar or Nam a Product DtiascripLM Contract Explinstion Date in HVK4 Outside HVHZ 11��IxhLnt Pre- I TW BCG/AkA- HIgd- Strength tH 8--to 3) Matti CoNrect. Plot. 12(51/2024 Y. Y. NIA NYA 1 24g. Goil-nizonrl St -I St.. P ... Is 24go Garvanoted Steel Swvm Panels 12J31f2022 Yes Y - Yes NLA 2 ITW HCGIAllphre Hinge Plate metal C,con.l. Pata, 12i310024 Y. Year k! A NIA " OVISCGIAlpre Truce Metal Correct. Plate 12"3112024 Yes Yes, N/A NA - - -.-- 4 OW gConurinia IN- Ml Connent. %'. 1 V3112024 Yes Yes NIA NIA Florida Department of Busuness, & Professional Regulation Page I .11 Florida Department of Busirl & Professional Regulation Pop, 02 Building Codes and Standards W1412021 Building Codes and Standards 9OM21 Prod ucl Approval Application Detail Product Approval Application Detail . - . 11 . I I 11 . I I . I - . � I . I I I I , - ' . � I 11 � forgAn " I 1. , I I I � I . I -1 I I � . 1. �� I I I � I I . I I . I . � I r -'�' . 15,111, or I .1 I , I ; . I � I 211t fts 11 � 1. . I I I Dag Fainalma I . 20 I � 11101" � � . � Q= .1 : - I . I . . . I . , . I I . �'� , i, ` � ., , .: � . .� . � I . I .1 . . - -:' 11�� ­ I I . . , � �' I � . I . � ErAb �' : , �, ': - , 20 , . � ; , , ,r 1, , 2n - I I � I .1 I 11, Dab Pwclm . . � , , , e . . � . . 20 I . I I . :�' ,*� , , � �, 11021 yershm 111111-fact.- cordial 5nalsonvA, Licanke xdwdldjl Validated submitted FBC Andproyal partitioned A" nual voiligh, 1111-hussichater cendLealt Grailiparem & License, Validated 5, Validated laudinnitund PRC A-4 A,-,,d A" Frontier, 2D20 Wshorn-se, RobBWdvn ICC li,ak,sthth service LLC 1. Lol P Er 02102M21 10 3M20 D2A3M21 Apry"d Afflimolick, 20M Alpha Aurel Int. J.. Sbo Luis R. Lornion, Steven M U,kh, PL 11AGM20 1111a"2010 1 1 nano2o ApraraNd Googol SV.d.ral Conparrool, 1253) 924-0470 (80) 838-3288 calwory: Parned mi's 40') MO-200B PE-62514 (71 F) 317 84,54 subcategory; Engineered Lumber Aobon6.Id-@�Wcnh. SubCalegary: Santis .Oh.sIumnuhnnsQy.h. C-PN.. llelh.d: Eusluotion Report from . auaar c- Compilers. Method: EYeluothat Report IT- is 0 coon P,eari E.I..hoh Entity Fiends Regia-dAnrhdrac, o, a Uo- Florida FLXBS27-*I I Products Profesvoral Engineer Quality Atsurinfid; Approving[ for use Attained lor Use impact Dodge Felitill Prosizart, ftA Product Model. klumb� Or Nam Product litisn;ixign Contract Exchadinin Dall in W,OU outside HVHZ Rethought pressure I Merchant, LVL L mr-trated Vancor Lumber 0313IJ2023 No Yes N/A NIA awl QuatilvAsaffiri laroduct gracrinton Areensoo for Use turiongy" in IfVHZ outside lot Use HWHZ impact lifissittlart kft Pressure I Perot- PSL Parallel Strand Lumber 0111023t No Yes NIA N/A I TentesirStord L% Laminated Strand Luft4r Oa1l/2023 No yes N/A WA I Alpha Aluminum Solid &Smr Vented Aluminum Saffif Alpha Aluminum Solid Aamp, Vented AurnInum Q?/3OaO23 No Yes No NIA 4 TJ Ran Board Struchuml Composite Lumber a Oriented Strandl 033W023 No Yes, NIA NIA CMU &.-; Wood Sunni) CM �.rrl Wood! 5 Wayerhaouctl Rim Boom board Rot Board Oriented Rinand Board Rim Board 03131)202 No Yes NIA NIA Florida Department of Business & Professional Regulation page I a 2 Building Codes and Standards 1 1512021 Product Approval Application Detail �Wvmu I I I " , , - I : � - I.:. � � , � I I � , I I 1. I .. I ,. � : , - I ': � �., �' � I I . � � . I .1 I., , , . . � I I - 1, I I I 1. . I \ ' I . I I I "41 Inally or DO 20 laftEratIng a" mm varson 111-trachmar Crandact laWarlaullialm Validated a, Irradiate SubMMW Assailant! ALIIU R"- 2020 MI Wind- and D-, fit -I 3ringer Am.florn, At".assunal 61-n M Unrh PE 1 imf2020 1 WV20211 laar,020 APPI.Pad "I.Q.T. wricloors, ,717) 30-3.300 Mthnutanitthar, A-101. 117) 317 8454 "Cal.pir. F-6 W1.9,no-of c- Complioneor kWhad. Carthfic.1- Mark or Laing = FLAPISU11,1114 Produid, -= .2 - lift" QLNWX&imdaou i Due AUKMMdLQLUA III HVHZ I 9$1,119 1 les PW 73, 72 lns,A.t.d Class W=623 No Y. N. c= t- 6 cp r; 4" = 41141131 C�4 Z CC) ).< _; c, LA- "t 0 .T cc = an -= C�4 = G-) = 2 -01 --cr 2 C�4 �`� X 2 W (" IV- 03 c3- :e .� E = C3, -!; -5 ;l--j = 3: old " - 3: '= = CM ct, T Florida Department of Business & Professional Regulation 1> --;;: Cr- . --- 7EZag"" " 1 Building Codes and Standards u,, c' E 102021 L- Product Approval Application Detail -!2 ,:L. I. -- I . ­ . I 1. I . �� FLN96M I- I I um . . I I . � : i I I I , - � . , I I I � I I -, , , , . i � I ku= . . .1 . 212 I . I I I PIKE I . I par. Pandim . , I I 1. � r. aft 1ka version Manufacturer Conrad Snalreor & L.dorns Valligirdid 13V Validated StibraRbod FlIcArdirrovid! darstrimill it= Affirmation 2020 PGT no,Qrle. J., R-ki Mfitmi-C.. BCCO - CER MI-0.14, OCCO VAL 11M)TO20 11105ax 1111 W020 App-ed C0.2cary wrd- (941) 466-0100 (Fee) 315-25" Subcategory: W`W' IrcowskiCitgnIncluninag c FLE141111413 Products Compharso Nothend: Cendonoth Mark or Ul - unit Pt W-14 MOCbL NLIMK Of NA- Giuliani M.- Product Description Carl Exaltation Dan, Augarahad It har Use A-,-,d HVH fro, U,, Wald, HV laimi Langm liphillanal Pressure 1 Mullono lot 041 Doors and YVIrd- Aurnhurn WN- 0512612026 Y" Yes Y. N/A rioncle Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page, 3 04 36,D23 l�t* 111" ' � I , .. , " . " . � , I I I . � I . , � ' � � � . I . " � � I I Q111 I " I I � � ' �;' ' , , . I . �' � . r . I I Ezi Or - I , 1 , I I _ : r , , i , , �� , , 1 4 . ., , � ' : I � � ; - � L . � � � ' � � , � , . � ' I 1. '� � I _ � , I . I _ I , I 2" RXI [)at. Painting 2& IM1 Yludia &Unut,cmrw Contact Emahroor & Ll-, V,NdA,d 01 VOqId4drd ALAME" fKl&ggLgxid Asteroidal Aida R- 2020 OAF mich.0 $10 Room Norrintin John VV. KnatiNnch. PE I 2,1912022 1211'rA22 12/200022 OMV2023 Aw-.d Category: Racing (WO) 786-3411 PE-59186 (04) t72a224 Rullislan.0.1y: AWh.t Shai nnu -(War c.n, C�roll�ON.thoo: Eloothanon RePortfrom . Flood. RilghitersoAllint- or . Lln-� Foricia, P,ahs..".1 Engineer FLi"Oi24-R33 Produkars fill P, aduct MO(ML tkmmbK or New Product DO1KrIKIpI1 Contract 1EIVITEdIM Astiontrard for 6calrovedl for Use Imeadt, omw It it, HYHZ Catalog HVMZ Itirshirsat Pressure I OAF Asphalt Roof 31,09los W - In FEC hon44VI-Z Fl-t.99 hinatoriad 3-tob, antratod 5-tob and 121116,202S No Yes NIA NIA iumoh,rhon, thip/rhout, owhalt shardlen, Florida Deparlinteril of Business & Professional Regulation P,,go I V 1 Building Codes and Standards I ffil I Product Approval Application Detail I I I . . I I . . I i I � � I I riltmiglw . I . I � 11 I � I raft . '� I "I I � . I I I I I " � I I . I r I firri or . �. I � I I .1 I I 2W 2" Daft Pondrat I I 292 . I AL. yltov.h Manufacturer �qm---. ft!gft1W-4-L-1q"" �t--WlM--A±L1k V aut.it'.4 PEG Apigns t(oh�w--d _Appo-d! ItA!Y-- R.,A- 2020 FINda Metal Products Inc Clark "his, James I Bucker P E.0 Sloven M Union PE 0=7f2020 0012`6`2020 10104i7n2o 12A612020 Appro-d CdhrQkeyc Flooding (904) 783 8400 C RUCK Eingir-ing (71 7) 117-a454 11.1trCaltairmy; Racina A,--,., thor .,a to co,kilpfloarne.- P9 31742 Integral Part.111h. Reciting eyes. C-Vll-. Method; EV.1u.w,- Report fr- . Florda Registered Architect w a Licenved Florda Preletsmol Fronts, fLcm5u-gv f-roducts Quality Asturrankip Amorthed for Use, Approved for Vatir kli= VISIM im-9 �� !�" Product Ed-rhatlath it, Hintz 01,111,116 HVIQ Resident F"ohnsur. 3 ON, l N & q U 0 * Alumninu In R legar VON A for pitched t00% fabricated 12/3117024 No Yes No N/A I- 0 025'Au-m Florida Department of Business & Professional Regulation Building Codes and Standards Product ApprovAl Application Detail Pop I .'I val � Itatil", I . rlgil,k " " � - . .- I . , ' I , . I �" :� e , - � ' L '�' - ' ' L 2 -- ' �-' - L �: � " �.: , � . I � . 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WA or not on, IrOck, to pn-d. humc.- preh.than 2 24 Gage Oal-hred elect Sham PahMsMHVHZ Corrugated G.1-ond 9.1 alone Parrolonittsined 120112023 No Yes yes NIA or hot by tracks to >-ldo humcarto Lontractloth Florida Deparlmord! of Business & Professional Regulation Poet, &I BuildingCodes and Standards 19=21 Product Approval Application Detail L 1!16'�� 1 1 L ' ': � 11 I "I I L I i .:1 L ' L �, ' � � "'. i � I I , 1� �:' �L,' I IL I L L , , I , ��. � � L 11 , I L I � , L I I � ' I L I 11 I I , L I ,L , .:: � � . . � I . I I I I � I I rQ!12 Imilty 0 2" Q11 2111IL211ill1all ao M= Yjanstort 1111-11-hiner Contairs, F-Inshor A Li-- Validated BY V.diam ALOLIM FSC Ancestral A,,,,,d 311.1- ThInAman 2020 c-c44i C-I Ploduel Rican OtIll. Samuel A Oravrb.rp John Hoy IW612020 120612020 12r29a070 ding PSG Appn Cadegoary: Structural Compon4ras (613) 659 3707 PE-34245 '152) 588-1311 InUbCologair. Products Introduced as R Result of PN'..tg.chs'y.h- - N- Tochroodgy C"Il�.Noth.d: Delusion, R.W fr.. 0 Fl.dda Registered Ano,itect w a Licarted Florida plef.-.1 En'naan PL�"ZZ44t#ft Guaira A,-- A-rrad 1, Us, onao-ed 1, Lft, Ininstact Death 11i Pry" Model, Number or Nam product Descriptor, contract Exal'stla,ri In HVHZ ChEsIch H Resistant amounts I Ouid'y Precast or C.-chd Conc'.40 Proopel, P-st and P-hissed Car- Untels W251?024 NO yes NIA NIA March 6, 2023 1 -6-0 a) a) C- Cn -0 -ffi >= a) -6., 0 a) C) CD- C:)- = 0 -0 ia- = - im CU -6--- 0 -0 a) -&- a- Cn . a) -11---f C a) = -0 cu 0 0 -cu -0 '= - cn _0 C 0 C: 2 Ca. - = �2 (5 3: ICU = 0 .0 -6-0 CU U- %+- 0 - C113 > - Ln Cn "F -0 a) Cn E " (D -fe-el" CU 0 L- CL C:)- ii-- M -0 40- . = -s-, U) < a 4 Z Z W mi Cin " (1) E -6--O =3 0 0 ;Z _=- (0 cla ICU > 0 > L- CL 0 CL < L. 1--j 0 =3 -a 0 11114t L- 0- a) (1) -*--a 0 ICU M :D < -0 CL F- 0 L- CC L. 2 < C= (1) 2! --j = < -.11 a- [ SHEET NO. 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March 6, 2023 PA 1 ■ t.l'_ I ._ _ I !I j U O wee► Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30/2020 � • Simpson Strong -Tie Tie 2020 FBC Products p g-Approved� Updated,2r3orzo20 N Q � O O � mFor react Inks to all SST approvals listed below CLICK H app C ERE. For direct Irks t0 all SST approvals listed beICNJ, CLIG K HER G. �6 For dlfeCt links to all SST epprovels Isted belay, CLICK HERE. For direct links 10 all SST approvals ISICtl below. SvL1SL FI�.RFi. � �l-� � " Far addtional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice or Acceptance (NOA), CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Maml•Dade County Notice of Acceptance (NOA), ('UFMK n�IRE For additional InTamaLon regarding Flalda's Statewide Product Approval System end Mami-Dade County Not" of Acceptance (NOA), CLICK Ht°I!E For addNlonal information ragardlnq Florida's Statewide Product Approval System end Manr-Dade County Nate of Acceptance (NOA). CLICK HCRF_ C - �a Cn W FL#2355-R7 FL#10446-R6 FL#10456-R3 11 HUS, HUSC sores hangers Face -mount hangers available In widths ranging from 1-518" to 3- 0 . CIO 9116" and heights ranging from 4.5/1(Yto 11" Concealed flange U §. X Product Model. Number or Name Product Description 3aa S Product Model, Number or Name Product Description AW Product Model. Number or Name Product Description version (H USC) available for models having width squalto or O "� 1 Titan Stainless Steel Concrete & Masonry Screw (UN -SS) 114" diameter Titan stainless steel masonry screw 1 A21, A2$. A33, A34, A35, A44 Angles 1 ET, STB, BTH Brick Ties greater than 3-9/16" 0 CIS 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-718" to 3- 6� O Q C O 3 AP844, APB44R, APVB66, APB66R. APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18: CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.114" to 16" = O U_ FL#9589-R6 APVB44R, APVB66 APVB66R, APV888, APVB88R, APV91010, APVB101 OR 4 CSHP18, OSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5 25-SDS Face -mount hangers M C �&.- CD 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionlfension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers N--- (a O gee S Product Model. Number or Name Product Description APVDJT2R.e a DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers � , � '0 Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, Fill 0A, 1-112.5A, H3, H6, H7Z. H16, Hill 6S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in wdths ranging from 1- L- 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SO Connector Screw 6 API-4, API-6, APT4, APTB, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116" w Q C 3 SD9112SS, SW21255 Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers ..0 co � 4 SDCF22434, SDCF22512. SDCF22614, SLX:F22 M04 SDCF22858, SDGF221014, Strong -Drive SDCP Timber•CF 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- r ,�^a V J Q SDCF221134, SDCF221334, SDCF2719G8, SMF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HS73, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-117'. ur 5 SDCP22434, SDCP22512, SDCP22614, SDCI122700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z. CJT5Z, CJ16Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers 6 SDCP221100, SDCP221134, SDCP271400 SDHR27400, SDHR27614, SDHR31400, SUHR31614 Soong -Drive SDHR Combo -Head Screw 11 12 DJT14 DS Deck Joist Tie Dry Wall Stop 13 14 HTS016KTZ HTS020KTZ LFTA Heavy Twist Strap Light Floor Tie Anchor 20 SUR SUL SURC, SULC series hangers Skewed face -mount hangars available in widths ranging from V 9118" to 3-9/10" and heights ranging from 3-111 G' 0 1 - m car 7 SDS25112. 8DS25134, SOS25200, SDS25212, SDS25300, SDS25312, SDS25412 SD925500. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) avalla r all double.: = LA_ r1 cc 2X and 4X models; only acute flange is coned 'N SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 1 B LSTI49, LSTI73 S`Vaight Straps v N .c 8 SDS25112SS, SOS252008S, SOS25212SS, SDS253DOSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1: GA2 Gusset Angles 17 LTB20, LTB4O Brdging 21 U series hangers cc Face -mount hangers available in widths ranging from - 6" tqQ as cam++ 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, H1 US, H14. HGA1D Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light TwnstStrap 6" and heights ranging from 2-5/8" to 11-114" 3 y �« 17 HCJTZ Heavy Concealed is 19 MGT Medium GirderTiedown m c o 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 'y FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL$MO667-R6 3 to 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC56, MSTC78 Straight Strapsco rot y a. i4gy"J Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTCl Pre -Bent Straps sea X Product Model. Number or Name Product Descrlotlon 1 ATR3/8, ATR1fZ ATR5/8. ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable, Angles 24 MST126 MSTI36, MST148, MST160, MSTI72 Sleight Straps 1 BA series hangers Top flange hangers available in widths ranging fro - 116" to 7=. Cf 2 ATUDS, ATUDB-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUDI4 2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS3C, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30", o- r 3 BP318-2, i3P1/2, BP112-3, BP5/8-2, BP518-3 8P3/4, BP314-3, BPRTU0341 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2SIZ, LSSJ28RZ, L55J21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Topflange hangers available in widths ranging from 3-516"to 7- cep o 4 CNW3/8 CNW112 CNW5/8, CNW3/4, CNW5/8-112, CNW3/4-5/8 Coupler Nuts 25 LSSR1 81, LSSR2 1, LSSR2 37. LSSR2 56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wail Bracing Ile" and heights ranging from 9.114" to 24", ci 5 CTUD55, CTUD65, CTUD66, CTUD75. CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LrP5 Tie Plates 26 RPS16, RP$22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wdths ranging from 1-112" to 3- - CTUD98, CTUD99 27 ML23Z, Mli ML28Z, ML287 ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof -fie -Down 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF senes hangers Top flange hangers available in wdths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD46, RTUD5.. RTU06, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9.114" to 24' 8 TUD9, TUD10 Take -Up Device 30 MMLLI MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 5- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115 ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/2" 10 URS3 SM" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T1327, TB30, TB36, TB42, TB48_ 765 , TR66_ TA60 Tension Bridging 6 EGO series hangers Top flange hangers available in wdths ranging from 3.518" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC27; RTC44 Rlgld Tie Connectors 35 TW810, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-Val" to 37' 12 tIRS.5 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, W8106C, WS126, W8126C, W6143C VVall &acing and heights ranging from 8-112" to 28". $6 Z2, Z4, Z44 Panel Stiffener Clips 8 GLrV series hangers Top flange hangers available in widths ranging from 3.1/4" to 7- 1/8" and heights ranging from 11"to 37' FL#10441-R6 FL#10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- F #10447-R5 1/2" and heights ranging from 8" to 30' $gg_fi Product M*0e1. Number or Name Product Description sad x Product Model. Num ber or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1/4" to 8-718" 1 OTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2-376 5, CBH2 370 83. CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28" 2 HOC1014, 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 wdths ranging from 3.114" to 8- 3 HDQ8, HH0011, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/10" to 3-9118" and heights 7/8" and heights ranging from 7-1rZ'to 32" 4 HDU2, HDU4, HDU5, HOU8, HDU 11 HOW Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5 25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHD8 LSTHD8RJ Strap -style hold.dowm 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44. HHRC52513.25. HHRC5.371312, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/18" and heights ranging from 18" to 28" 8 MPAI32, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRO22 Hip Ridge Connector W" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flangejorst hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28. PA35, PA51, PA68 Snap -style purlin anchor 7 LRU26. LRU28, LRU210, LRU212 Rafter Hanger C, HHGU5 25-SDS, HHGU5 50-SDS, HHGU5 62-SDS, HHGU7 OO-SDS, HHGU7 25-SDS, Face -mount hangers 3-9/15' and heights ranging from 5.3/8" to 13-1/8", 10 PA118, PA123, PA128. PA135 Strap -style purlin anchor 6 LSU26, LSSU26, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF HUSTF series hangers Top flange hangers available in wdths ranging from 1 -9116" to 5- 11 STHDIQ STHD10RJ 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 1/2" and heights ranging from 3.7115to 15" Concealed flange 12 STHD14 ST HD14RJ Strap -style hold-down 10 TC24, TC26: TC28 Truss Clip HHUS7,2511D version (HLICTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422. THA426, THA422-2, THA426-2 118" to 5-IM" and heights ranging from 4-3/4" to 15-3i4". 18 HWP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 12 THAI1 81122, THAI2 06122, THAI2 1122, THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSLJLC) available for all 1/8" and heights ranging from 5-3/8" to 26' 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32" 15 THJM2-4-SDS3; THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Fare -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116 to 3.. 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 5/8" and heights ranging from 9-1/8" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal M or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.318"to7.1/4" 10 HUCQ1 81/9-SDS, HUCQ1 81111 SDS, HUCQ210-2SOS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 911 B" and heights SDS, HIJ00410 SDS, HUCQ412-SDS, HUCQ5.25/9-50S, HU005 25/11-SDS, HUCQ610- ranging from 9-3/16" to 111/8" SDS, HUCQ612 SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3(V2o20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated i2130r2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ® For direct Inks to all 8ST approvals Ned below, CLIGk HERE. ® For direct Inks to all SST approvals Isted beiav, CLICK HERE. -. . I ., For direct Inks to ell S3T approvals Isted below CLICK HERE. = For direct links to all SST approvals Isled below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System artd Memi-Dade County Notice of Acceptance (NOA), CLICK HEP.E. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA). CLICK HERE. " For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), 4 tcK HFR « For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NGA), , r Ir.0 Hr:aF 21 LB series hangers Top flange hangers available in wdth of 1-9/16" and heights FL#11465-95 18 SILBV1,56, S1LBV1,81, SILBV2,06, SiLBV2.37, S/LSV2 58, SILBV2.68, S/LBV3.12. Top Flange Joist Hangers 5 SET XP Adhesive Anchor for concrete ranging from 6-318" to 15-1/8". S/LBV3.56, S1LBV3 62. SILBV4 06. SILBV412, SA_BV4 28, S1LBV4 75. S/I..BV560 6 Strong-Bolt'22 (STB2, STB24SS, STK-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in ,Mdth of 1-9116" and heights ,$g 1 Product Model. Number or Name ProduCt Description 19 SrLTT20, SIDTT2Z. S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3J16" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S1MST60, SlMST72 Straps 11a mil (10 got) 7 Titan HD (TI-ID-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titan I -ID Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available In wdths ranging from 3-1/4" to 6- 2 HRS6.. HRSB, I-IRS12 Slap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 318 7/9" and heights ranging from 9" to 33-117' 3 HUCO210-2-SDS, HUCC210-3.SOS, HIJC0310-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 wdths ranging from 5-1/4" to 6- 4 THGB2, TH083, THG131-12, THGSH3, THGBH4 Joist Hanger 23 STC. OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2" 5 THG02-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3.SDS4 5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THO50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB2515BRII, THOB3715BRH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 25 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in vAdth of 1.9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7.118" FL#11473-R$ FL#13904-R5 27 RR Ridgy rafter connector 26 SNP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea iI Product Modal. Number or Name Product Description S¢a # Product Model. Number or Name Product Description FILM 6230-RB 11B" and heights ranging 9-114" w 32". 1 DETAL20 Double Embedded T ruse Anchor 1 CCQM3 62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG. CCTQMS.60-SDSG, CCCQM3.62-SDSG; CCCQM4.62-SOSG, sea # Product Model. Number or Name Product Description 3 HIS, W&S, H18-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HFTA16, HFTA20, HETA24 HETA40 Embedded Truss Anchor 2 EC:CLQM3.62G-KT, ECCLQM4.62G-KT. ECCLQMS 50G-KT. ECCLLQMD3 62G-KT. Masonry Pier Caps 2 ET•HP 6f-HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLOMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G• 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 5OG-KT 4 Strong -Bolt 2 (STB2) Strong•Bok 2 Wedge Anchor for masonry fJ �a � 1 ABA44, ABA44R, ABA46, ABA46R. ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHEJA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5,50, HGUM7.00, HGUM7.25, HGUM9 00 Heavy Masonry Hangers 5 Titen 2 (171,42) Titen 2 Screw Anchor for Concrete W 2 ABU44, ABIJ44R, ABU46, ABU46R, ASU5.5. ABU5-6 ABU65, ABU66 ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3. LGUM26-4, LGUM28-2. LGUM28-34 LGUM28-4, I_GUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HBSS, THD-CS6SS) Titan HO Heavy -Duty Screw Anchorforconcrete available in 304 ABU88R, ABU1010 A13UIGIOR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210 3, LGUM210-4, LGUM46. LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel wild 3 ABW44Z, ASW44RZ, ABW46Z, ASW46RZ, ABW66Z, ABW66RZ ABW7-7 Adjustable Post Base 10 META12, META16, META18, MFTA20, MFI'A24. META40 Fmbrsdded Truss Anchor 5 MBHA3.12/9 25, MBHA312J11.25, MBHA3.5617.25, MBHA3.5619.25, MBHA3.56/11.25. MBHA3.66/11.88, MBHA3 56114, MBHA3.56116, MBHA3.56M 8, MBHA5.50/7.25, Masonry Top Flange Beam Hangers 7 Titen Turbo countersunk head. Titan Turbo Screw Anchor for 4 AC4, AC4R, ACE4, ACB, ACOR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) concrete or masonry S BC4, BC45, BC4R, BC6, BC6R, BC8, BCS2-2/4. BGS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16,. HTSM20 Twist Strap for Masonry MSHA5.50/9.25, MBHA5 50/11 25, MBHA5.50l11 88, MBHA5.50(14, MBHA5 50/16, 6 C844, CB46, CB48, CB68, CB68 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66 SDS2. CBS086 SDS2, CBS088-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56111.25, MBFIU3.56/11.88, MBHU3.56114, MBHU3.56/16, Masonry Beam Hangers FL#16837-R3 8 CC. ECC, ECCU Series Bolted column caps with W1 ranging from 3.1M" to 9-112" and FL#11496-RS MBHU3.56118, MBHU5.5019,25, MBHU5,W11 25, MBHU5.50111,88.. MBHU5.50114, VV2 ranging from 3.518" to 7-112" MBHUS 50/16. MBHU5 50M8 sad x ProduCt Model. NUM ber or NaMe Product Description cz O 9 CCQ-SDS2.5, ECCQSDS2 5 Series Screwed column caps vvlth Willrangingfrom 3.1 /4" to 9-1/7' and Sea N Product Model. Number or Name Product Description 1 X3491016-5K, X1$1016, X1 B1018-4K, X01 S1018, XQ18101 &4K 410-16 StronX Metal SeN-Drilling, Tapping Screws with #3 g-Driva L� Vv2 ranging from 3.518" to 7-1/2" 1 DTT1Z Deck Tension Tie Dail Point 10 CPT447, CPT667, CPTS87 Concealed Post Tie Base 2 HD12, HD19 Bolted Holdown6 FL#13975-RO 2 XLQ1147`1224, )(LQ114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPB66 EPS47 Embedded Post Base Embedded Post Base 3 4 HD3B, HD56, HD76, HD98 HTT4, HTTS, HTTS-3/4 Bolted Holdowns Tension Ties Seq # Product Model. Number or Name Product Description 3 XM0114SI224, XMQ1 1491224-2K Screws witty #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O I 13 LC844, LCB66 Embedded Column Base 6 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SOW22458, SOW22500, SOW22600, SDW22638, Strong -Drive SOW EV11P-PLy and TRUSS -PLY Sorews Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC42, LPCBZ Light Post Cap SDW22634 4 X011451224, X0114B1224-25K X114S1224, X0112S1224, XQ11281224-2K #12-24 Strong-Dnve X Metal Self -Drilling, Topping Screws with #6 Drill Point 15 MPB44Z, MPBe67, MPB887 Moment Post Base 2 SDWC15450 SDWC15600 Strong -Drive SOWC TRUSS Screw 16 PB44, PB44R, PB46, P666, PB66R Embedded Post Base F1.013628-R5 3 SDWH19300DB, SDWH194001)8, SDWH1960006, SDWH19800DB, SDWH191000DB Strang -Drive SDWH TIMBER-H EXScrew 5 XU34S1016, XU3481016-5K #10-16 Strong -Drive XU Meal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46 PBS66 Embedded Post Base 4 SDWH7740OG SDWH27B000 SDWH278000, SDWH271000G4 SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 16 PBV6 PBV10 Round Post Base Jcdl Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw SOWS TIMBER Screw Grade) O 19 PC44-16. PC4616, RC48-16 PC64-16, PCBB-16. EPC44-16. FPC48-16, EPC48-15, Post Cap 1 S851804, SB7f8x24 581x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SOWS22600. Strong -Drive (Intenor FPC04 16, EPCBB-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SST836, SST8I6L, SST620L, SSTB24L SSTB Anchor Bats SDWS22800, SOWS22900, SDWS221000, SDWS2211C01 SOWS221200, SOWS221500 FL#35320-RO L� 20 PC4Z. PC4RZ, PC6Z, PCBRZ, PC8Z, P08RZ. EPC4Z, EPC4RZ, EPC6Z, EPC6RZ. EPCSZ, Post Cap SSTB28L 7 SDVVS223CODU SOWS2240ODB. SDWS22500DB. SDWS22i30008, SDWS2280UDB, Soong-Dme SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS22100008 Sea # Product Modal. Number or Name Product Description 21 PPB"AZ. PPB44-6Z Post Base 8 SDWS22312DBB, SOWS22512OBB Outdoor Accents Structural Wood Screw 1 OSSC843.5, DSSCS48, DSSC848, DSHS Bypass Framing Drift Strut Connector (t 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS274OOSS. SDWS275008S, SDWS27f3DOSS, SDWS278OOSS. Strong -Drive SOWS TIMBER SS Screw 2 FCB43-5. FC845.5. FCB47 5. FCB49.5, FCB411.5 Bypass Framing Feted -Clip Connector V'^/ SDWS27100DSS, SOWS2712DOSS 3 FPHSD34S1016, FPHS034B7015, FPHSD3481016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- VU' S S Product Model. Number or Name Product Description 10 SDWV13400 Soong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTC16, CS14. CS16, CS18. CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2-25, LSFC4 25. LSFC6.25, SFC2 25, SFC4 25, SFC6 25 Steel Framing Con rector W 2 HRS6; HRSB, HRS12, FHA6. FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MSTI36, St ape 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25. S.SO4 25 SSC6 25_ MSSC225, MSSC4.25, MSSC6 25, Steel Stud Connectors Sea # Product Model, Number or Name Product Description MSTI48; MSTI80, MSTI72, SlMST27, S/MST37, s/MST48 MSSC4.25KW. NSSC8.25KW 5, RCKW3S. RCKW5.5S Rigid Knee Wail Connector C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKVt5 5, RCKW7 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA75, MSTA18, MS7A21, MSTA24 Straps 43 mil (18 ga) 7 SCS43.5, SCS45 5, 80647 5, SC649,5, SCS411.5, M1SCS45Z5 M80847 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01-1148-6, GH48-8, GH410-e, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, ST292. ST2122, ST2116, ST2215 Straps 33 mil (20 ga) Sea # Product Model, Numberor Name Product Description 8 SCS32-5197, SCS62-5/97, SCS82-5M 18, SCS82-5/118 Bypass Framing ConnectDr ■ 8, GH610-6, GH610-8 6 LSLISH3.25, SUBH325, MSUBH3.25 Bridging Connector 1 AS IS, AS 1855, AS1830 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GL85A, GLB5B, GLB5C, GLB51), GL67A, GLB76, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8.25. MSJC10.25 Steel Joist Connectors 5 GLBT512, GSLT612. GLST516, G6LT616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 SS93 518 Bypass Framing Slide -Clip Strut Connertar O co 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224.. ST9, ST12, ST18. ST22, MSTC28, MSTC40, MSTC52 Stapa 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414. XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, FIGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68, IvIl ST6238 Slaps 68 mil (14 ga) Screws w 8 UFP10-SD83 Universal l Foundation Plate 11 MTS12. MTS10, MTS18 MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1O18, X01 B1016-4K, XQ1 S1214 X01 R1214-3.5K, XQ78S1224, X07881224-3K, 410-16 412-14 and *12-24Strong Drive X Metal Self Drilling, 9 URFP Universe l Retrofit Foundation Plate 12 SS1,56, S1B1,81, Sf62.06, SJB2.37, S/B2.56, S1B2.68, SIB312, S163.56, S/B3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQ1I4B1224-2 51K, X0112S1224. XQ11201224-2K, X34131016-5K, X1 S1010, XIS1010 4K, X1S1214, X1B1214.35K Tapping Screws Q SiB4.12, S184.28, SJ84.75, SI65.50 Z 13 S/BAZ1218, S/BA2.12/10, S/BA2.12J12, SIBA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers iqdtLJ Product Model, Number or Name Product Description J SIBA4,ISJ12,SIDA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD85, S/HD80, S1HO108 S1HD1OB, S/H01SS, S/HOr59 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SHDU4, SrHDU6, S1HDU9, SIHOUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA. PTRHA3, PTRHA4 n- 17 S1JCT, SfHJCT Joist Hangers 4 9ET-3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 1.3 I MI MLAM-DADS COt, fTx e%WA6MW PRODUCT CONTROL SECTION 11805 SW 26 Street Room 202 DEP_!►RTMENTOF RECXI ATORYANDECONOhtIC RESOVELCES(RER) M=L Flonds 33173-2474 BOARD 4-ND CODE ADMEWISTRATIONDrCISIOV T 1?S6) 31� 21590 F(186)315.2509 NOTICE OF ACCEPTANCE (NOA) trrnr.Miataidade_eovwasonv PGT Industries, Inc. 1070 Technology- Drive. North Venice. FL 34275 SCOPE: Thi3 NOA i3 being issued neuter the applicable rule3 and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Nfiami-Dade County RER -Product Control ,Section to be u ed ni Miami Dade C otrity and other ama s where allowed by the Authority Have* iurisdretim (AHI). Tins NOA shall not be valid aierthe expiration date stated below. The Nfianu-Dade County Produc t Control Section (1n,NiiamiDade County) and+orthe AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality a zvrance putposes. If this product or material fail to perform in the a c cepted manner. the marfacturer will incur the expense of such testing and the AHI may immediatelyrev one _ mo dify. o r suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance_ if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code_ including the High Velocity Hurricane Zone DESCRIPTION: Series ••5470;'2770" Vinyl Sliding Gla ss Door (Reinforced) wi o 901 S 135° corners-L.M.J.I. APPRo T-iL DOC[ZlIEN T: Drawing No. D-5570.0 Rev B. titled -Vulyl Sliding Glass Door NOA sheets 1 through 21 of 21, prepared by manufacturer. dated 10,,05.15 and last revised on O'2110l,,21, signed and sealed by A_ Lynn lMiller. P-E.. bearing the'Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Nfiami-Dade Couni v Product Control Section. _AIIS9ILE N PACT R-k= G: Large and SmallAfissile Impact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheet �) forapplicable SGD unit gars_ dent-t n pressures. reinforcements types. glass types. sill riser ('see tables B-1 & B-2_ sheets 7-8') and anchorlayout sheets requirements in l l thru 16. 2 . Rigid White PVC. Tan (Non -white) Rigid PVC and Brown coated (Painted cm- laminated) while Rigid PVC to be ent labeled per referenced NOA's requirems. 3. Egnes s operable doers must comply with mite clear width or height per FBC requirement. as applicable. 4. Pocket walls under separate approval, to bereviewed byBuilding official LABELING: Each unit shall bear a pen naneat label with the mmifactur&s name or logo. city. state and series and following statement. "Miami -Dade County Product Control Approved". noted herein. RENEW Ali. of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TER -NIT ATTON of this NOA will cc cur after the expiration date or if there has been a revision, or change in the material,,, use. and,'or manufacture of the product or process. Misuse of this NOA as an endorsement of any product. for sales. advertising or aliv otherputposes shall autonomic ally terminate this NOA. Failure to comply with any Section of this NOA sha11 be cause for termination and renwv'al ofNOA. ADVERTISEMENT: The NOA number precededby the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature_ If any portion of the NOA is displayed. then it shall be done in its entirety. LN ST'ECTION; A copy of this entire NOA shall be pro %ided to the user by the umufactuter or its distributors and shall be available for inspection at thelob site at the request of the Building Official. This NOA revises & renews NOA 420-0429.05 and consists of thispage 1 and evidence pages E-1_ E-2. E-3. E-t. E-5 Jt E-6 as well as approval document mentioned abase. The submitted documentation was reviewed by Ishaq L Cbnnda. P.E. 1 % A Na.:1-0205.03 MAf"rFrJf4t)EGDWlrIY Expiration Date: Sprit 14, 2026 Appror-it Date,Ala reh2A,2021 Pate 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIIITTED 2. Evidence Submitted under pre-t ious submittal A. DRAWT'NGS 1. Drawing No_ AED-5570.0 Rev B. titled ' Vinyl Sliding Glass Door NOA (LW', sheets 1 through 21 of 21. prepared by manufacturer. dated 10-'05;15 and last revised on 042 , )0. signed and sealed by A_ Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test- Loading per FBC. TAS 202-94 3) Water Resistance Test- per FBC. TAS 202-94 4) Large Missile Impact Test per FBC_ TAS 201-94 5) Cyclic Wind Pressure Lroadingper FBC. TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries. Inc. representative units listed below and tested to qualify Dowsr7 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: FTL 7897, PGT PW5520 PVC Fixed R-indow (unit 6 in proposal). dated 09,03;14 FTL-20-2107.1, PGT SGD780 Aluminium. Sliding Grass Door (unit 7 in proposal) FTL-20- 2107.2, PGT C A740 Alum. Outlying Casement Window (unit 8 in proposal) FTL-20- 2107.3. PGT PW7620A Ahnriiinum. Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum. Fixed Window (unit 10 in proposal) dated 0743,120. ail signed and sealed by Idalmis Ortega. P.E. C. CALCITATIOiNS 1. Anchor verification calculations and structural analysis. complying with FBC 71 Edition (2020). dated 04,22i20_ prepared by manufacturer_ signed aid sealed by Anthony Lynn Miller. RE 2. Glazing comlplies with :SST-11E1300-04. -49. -12 and -16. D. QU'ALITYASSUILA_NCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. 1LATERLAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifolg U'ln•aclear. Clear. and Color PA-B Glass Interllarers- expiring on 0708:24. 2. Notice of Acceptance No.17-0803.0'2 issued to Ktn•aray America. Inc. for their :`Sentt� Dias (C Mar and White) Gl+iss Iuterta� e1 s exittnng on 07.�'04,13. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors"_ expiring on 09.+30,24. 4. '.'Notice of Acceptance No. 19-1106. 11 issued to Vision Extrusions Limited for their series ..IT I000 Tan 202 and kobter shades (Non -'"Ike) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"'. expiring on 1 ,219,`21. hhaq L Chanda, P.E. Product Control unit Supervisor NOA No. 21-0205,03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -4 N CD (D O� .t--• U PGT Industries. Inc. PGT Industries, Inc, ara Q -p NOTICE OF ACCEFT i'aC'E: EVIDENCE SUB3i1TTED PGT Industries, Inc NOTICE OF ACCEPTANCE: EVIDENCE SL B'_ Elf TED a) � O CL 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBMffTED ter• o 1. Eiidence submitted under precious NOA D. QU AI.II7 ASS[TRA CE `" aco o co •� A. DRAWT' GS B, TESTS (continued) 1. Miarni Dade Department of Regulatory and Economic Resources (RER)_ -� " N -p U 1. Manufacturers die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-9-4 -'+ N O _ � (.Subruilled urtder• A'0,4., o, 11-0107 04) 2) Uniform Static Air Pressure Pest. per FBC. TAS 202-94 E• NLkTERL-1L CERTIFTCATIO:�S Q � � � " � 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (I•M". sheets 1 3) Water Resistance Test, per FBC. TAS 202 -94. 1. N Notice of Acceptance o.15-0528.14 issued to Vision Extrusion Lmlited for their 3 °' d � d � � .0 � through 21 of 21. prepared by mnwufactu m-, dated 10,05r15. with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 Windows "White Rigid PVC Exterior Extrusions for and Doors". dated 08.4311 � o a �_ � Co O 0405+17, signed and sealed by A. L vain Miller, P.E. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 expiring on 09i30,19. N Q 6) Forced Entry Test. per FBC. TAS 202-94 2, Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Lt tited for their '"VE� CD acn Co CD B. TESTS along with marked -up drawings and installation diagram vinylofsliding glass door, prepared 1000 Tan 202 and lighter Shades (:lion-W hite) Rigid PVC' Exterior Extrusions for � r' F- (n Q 1 _ Test report on 1) Uniform Static Air- Pressure Test. per FBC TAS 202-94 by Fenestration Testing Lab. Inc.. Test Repcm No. FTL 8549, dated 11 `0615. signed and W"mdows and Doors". dated 12,08t16. expiring on 12+29.,2 I _ 2) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalnris Ortega. P. E. (rest report re%�sed on 11.0415 and 0211.16) 3_ Notice of Acceptance No.15-0528.15 issued to Vision E_x--truston Limited for their -Brown "- 3) Cyclic Grind Presstre Loading per FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for along withmarked-up drawings and installation diagram of vinyl sliding glass door. prepared 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 Windows and Doors`, dated 0801115. expiring on 09,30i19- LY by Fenestration Testing Lab, Inc.- Test Report No. FTL 8717. dated 11-107.+15. signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4 Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, sealed by Idahnis Ortega- P_ E. ('rest report revised on 02.1516 and 0224+16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN' 3040 and Lighter Shades (Non -White) Rigid PVC Exterior 2. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors- dated 09115 16. expiring on 021`04+21. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 3_ Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, 3) Water Resistance Test.. per FBC. TAS 202-94. by Fenestration Testing Lab, Inc.. Test Report No. FTL 8552, dated 11`04.15- signed and Inc. for their --Bronze and Lighter Shades of Cap Coated Rigid PZ•C Exterior 4) Large Missile InV2ct Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 02:15.2016) Emn-usions for Windows and Doors•., dated 09,15116, expiring on 04/16,20. 5) Cyclic Wind Pru'$stre Loading per FBC, TAS -103-94 T Test report an 1) Uniform Static Air Pressure Test_ per FBC, TAS '202-94 6 Notice of Acceptance No.16-0712.+C13 issued to ENERGI Fenestration Solutions USA. 6) Forced Entry Test. per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their' '-White Rigid PVC' Exterior Exu•usions for Windows and Doors' dated along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 08,401.,17. expiring on 02,28118. by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8546. dated 11,06`15- signed and along with marled-ug drawings and installation diagram of vinyl sliding glass door, prepared 7 Test reports No(s). 10-002-792(A). 10-06--NI0527. 535753-09. per ASTME-84_ sealed by Idahim Ortega, P E. (rest report revised on 01,04.16 and 021 i.�2016) by Fenestration Testing Lab, Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated AST141D 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic 3, Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 11;19i10, signed and sealed by Jorge A- Canso. R E. (Subinilred rtttde°r:YO_-i ,, 0.11- composite material.. 2)UnifonnStatic Air Pressure Test, per FBC. TAS 202-94 010704) (Subruitted rnrder.,VO4 & 11410"04) 3) Water Resistance Test.. per FBC. TAS 202-94 8 Test report on i) Air Infiltration Test. per FBC. TAS 202-94 8. Notice ofAcceptance No_ 14-0916.11 issued to Kuraray America.. Inc_ for their 4) Large Missile Impact Test per FBC_ TAS 201-94 ?) Uniform Static Air Pressure Test. per FBC. TAS 202-94 .5eutt G1asg (Clear and White) Interla} er-_ expiring on 07,04+18. 5) Cyclic Wind Pressuure Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 102-94. 9_ Notice of Acceptance No- 16-1117,01 issued to Kuraray America. Inc. for their 6) Forced Entry Test, per FBC', TAS 20'2-94 4) Large Missile Impact Test per FBC, TAS 201-94 Trosifol U ltraclear, Clear and Color PtiB Interlayers -. expiring on 07,08,19. along withniarked-up drawings and installation ciiragrant ofv�inyl sliding glass door. prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 by Fenestration Testing Lab. Inc._ Test Report No. FTL 8547, dated 12.10415_ signed and 17) Forced Entry Test. per FBC. TAS 202-94 F. STATE3IEN TS sealed by Idahuis Ortega, P. E. (Test report revised an 02115r16) along with marked -up drawings and installation diagram of vrinyl sliding glass door, prepared 1_ Statement letter of conformance with FBC-5�Edition (2014) and FBC-61hEdition 4. Test report an 1) Air Infiltration Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No_ FTL 6337 (samples A-1 thin A-5). dated (2017). issued by manufacturer- dated 0&'14;17. signed & sealed by Lynn Miller. P.E. 2) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 11-06'10. Signed and sealed by Iosge A. Causo. P. E. (.Subrrtiffed under.V0.4 '& 11_ 2_ Statement letter of no financial interest. dated 04r19,17. issued by manufacturer. signed 3) Water Resistance Test. per FBC. TAS 202-94 sealed by Lynn Miller. PF. 4) Lave Missile Impact Test per FBC_ TAS 201-94 3. Letter of lab compliance, part of the above test reports. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C. CALt27LATIONS 4. RER Test Proposal No. 17-0387. dated 05;'0517. signed by Ishaq C'handa. P.E. 6) Forced Entry Test, per FBC. TAS 202-94 1 Anchor verification calculations and structural anahsis, complying with FBC-2014, along with marked -up drawings and installation diagram of vinyl sliding glass door- prepared prrepared by PGT. dated 11,0945and last revised on 02.15.16, signed and sealed by G. OTHER by Fenestration Testing Lab_ Inc. - Test Report No. FTL 8548. dated 12+0445. signed and Anthony L.Miller'L P.E. {Subrrritted tttttier'.`�'�-!.�'�o. li-1D.a1). , 1. Notice of Acceptance No.15-1210.01_ issued to PGT Industries, for their Series sealed by Idahius Ortega, P. E. (Test report revised our 01;0416 and 01,11,16).. ?. Glazing eotnplies w=nth ASThIE-1300-09. 5570,"2770" Vinyl Sliding Glass Door (Reinforced) - L.�13,' . expring on 04� 14, 21. Ishaq I. Chanda, P,E, lihaq L Chanda. P.E. +^ I-,haq L Chanda, P.E, Product Control Unit supervisor Product Control Unit Super-mor Product Control fait Sapervi:or NOA No. 21-0205A3 NOA No, 21-0205.03 NOA No. 21 0205,03 Expiration Date: April I4, 2026 Expiration Date: April 14, 2026 Expiration Date: April 14, 2026 Approval Date: March :5, 2021 Approval Date: March 251 2021 Approve I DAte::lfarch 2S 2021 E-1 E-2 E-3 CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUR-NUTTED NOTICE OF ACCEPTANCE: EVIDENCE SUB -MUTED E. 1L-1TERL4,L CERTIFICATION S (continue) 3, New Esidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in, hr.-i1=-°F. ASTNI F 12491KNITR Pass. ASTM D3985 Oxygm-Pass.. ASTNi E A. DR NITNGS 2190 I.G. Durabifity 1No Fog -Pass. (:Srrhrrtiiled rtrrdt'rPietlout A Q 4 :N o.1 i-0409. 03) 1, Drawing No_ AED-5570,0 Rev B. titled -V inyl Sliding Glass Door NOA (L11r1)'-_ sheets 1 >T 6. Quanex Part Duraseal complying with ASThi C518 Tiremial Conductiv-it} 2.�i : BIL-in' through 21 of 21_ prepared by manufacturer. dated 1005;15 and Last revised on 02-01:21_ V � hr_-ft=-°F, ASTM F 1249 Vf�'�+�-Pass. ASTM D 1434 Argon Pernieance-Pass_ ASTh�1 E signed and sealed by A_ Lynn 14liller, P.E. Nate: This retrision consists replacement of same existing installation screw with flat head. 189 I.G. Durability -No Fag., AST4I E 546 Dew Paint Development -20°F in 48 his. (.Vubm#it'd weederA"0A.Va. 15-0409.05), W 7. Vision Extrusions- Ltd_ Parts complying with PVC'-A.ANIA 303-13. Voluntary Specification B. TESTS for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by 1. None. AAMA Fenestration Exterior Profile Certification Program (.Stibnritted tinder• .N'0A .Vo. 15- 0409 D{) C. CALCU'LATIONS 8_ Vision E.v-trusions_ Ltd. Parts complying with PVC .AAMA 303-13. L None }, (Subnt ined trader Y0.4 Ao. 1 S-0409, 05) 9_ PVC _-AMA 303-13. Voluntary Specification for Rigid Polytiinyl Chloride (PVC) Exterior D. QITALIII ASSURANCE � Profiles for Vision Extrusions. Ltd -VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). i Certification Program U) 10. Notice of Acceptance No. 18-1217.14 issued to. Energi Fenestration Solution_ USA. Inc. for E. LATERLAL C'ERTIRC:ATION'S M their -Tan 3040 & tight shade (non -white) White Rigid PVC Exterior Extrusions for L Notice of Acceptance No.19-0305.02 issued to Kw,aray America, Inc. for their 31'indows and Doors'. expiring on 02104?21. "Trosifo18: U'ltraclear, Clear, and Color PVB Glass Interlayers-'. exxpuing on 07,08,24. 0 11_ `_Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution, USA. Inc, for 2. Notice of Acceptance No.17-0808.02 issued to Kw-aray America, Inc. for their Q their series --White Rigid PVC Exterior Esh•usions for Windows and Doors"*, expiring on "SeutryGla9l (Clear and White) Glass Inter•tayers'_ expiring on 07104'23. 02;28j23. 3 Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Brown O 12 Notice of Acceptance No 20-0203.03 issued to Energi Fenestration Solution, USA. Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Exn-nsions for Windows their ::Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors '. expiring on 09. 30,'24. Lt� U Windous and Doors-. expit•ing on 0416`25. 4 Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series 0 ' X-E 1000 Tan 202 and lighter shades (.Non -White) Rigid Cellular PVC Estetior _0F. STATE'iIE.?NTS Extrusions for Windows and Doors'. expiring on 1 219+21. 0 1. Statement letter of conformance to FBC' 7& Edition (2020), dated 04,22+20. issued by i manufacturer. signed and sealed by.Anthony Lynti Miller. P.E. F. STATE'4IENTS �- 2. Statement letter of no financial interest and of independent_ issued by manufacturer. dated L Statement letter of conformance to FBC 7' Edition (2020), dated 02, 01-21. issued by 0 0418,20, signed and sealed by Anthony Lynn %filler, P_E_ manufacturer. signed and sealed by Anthony Lymn :Miller. P_E. � 3. Private Labeling Agreement document between PGT. dated 0330.45 and signed by all �. Private Labeling Agreement dated 03%21 between PGT Industries- Inc. and CGI fJ CQ involved parties Windows and Doors Inc_. signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of U m both conipallies_ G. OTHERS L This NOA res-ises ."OA# 17-0420.06 (PVTw;'CGI) and updates to FBC-2020 (7'h Edition), G. OTHERS ~ expiring 0+21.21. 1_ This NOA revises & renews NOA# 20-0429.0- (PLA wCGI), expiring 04,+14'26_ ?_ RER Test proposals #19-1155 dated 01,10�20 approved by Ishaq I. Chanda.. RE. expiring 2. The current associated PL.4 CGI file 21 0205.01. , pining @4i 14;`'6. O CU 04 14'21. Uj Ishaq I. Chanda. P E, Ishaq I, Clanda, P.E. Z Product Control Unit Super -visor Product Control Unit Sttperwhor Z NOA No, N-0205.03 NOA No. 21-0205.03 Q Expiration Date: April 14.2026 Expiration Date: April 14.2026 J Approval Da te: !1larck 25, 2021 Approval Date: March M 20:1 E -5 E -6 SHEET NO. March 6, 2023 PA 1.4 _ I ice. 1 i 1 ■ I I I l 111 ! LJ_ CD . _ _ _W V MIAMII-DiADE MIAMi-DADE COUNTY PRODUCT CONTROL SECTION d O- O OL L'lj dN Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CB -tom DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U NOTICE OF ACCEPTANCE NOA www.miamidade.mv/economy ��_� 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 N 0 U 0 O � L � L � tv Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 00 O- C —0 Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of C6 C 0 prepared by Cruig 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_ e*� 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12 " eti O CU `~ to O > > SCOPE: "Cast -Crete 4 ", h" cPc 12 "Lintel Safe Load Tables". sheets 1 through 3 of 3, prepared by , „ LT4612, titled "Cast -Crete 4 ", 6 & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, alM -- � E O L O L 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 41 dated April 28, 2003 both g ! through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08/19/14. .r c U) ._ 0 C CL 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 U) Q Section to be used in Miami Dade Countyand other areas where allowed b the Authority HavingJurisdiction y y B. TEST'S March 22, 20I2. B. TESTS J o W _C (AHJ). 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and 1. a None. � This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Untitled Models, total of (13) concrete lintel specimens, per ASTMF.-529-94, prepared K. TESTS C. CALCULATIONS cc m �. Section (In Miami Dade County)and/or the AHJ in areas other than Miami Dade Count reserve the right to have ( y) g b y Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and y Pp P g 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, � y i, o this product or material tested for quality assurance purposes. if this product or material fails to perform in the sealed by Christopher A. Ilatnon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. Q "' accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCUILATIONS 1. None. D. QUALITY ASSURANCE y this acceptance, if it is determined by Miarni-Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory andEconomic Resources (RER). =' 3 fails to meet the requirements of the applicable building code. q pp g Parrino, P. signed and sealed by Craig Parrino, P.E. b g 1. B Miami -Dade Countytail y Department cf Permitting, Environment, and Regulatory 4ffairs. 2. Calculations far Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL, CF.R'TIFICATIONS This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane Parrino. P.E., si ned and sealed by Craig Parrino, P.E. g g E. MATERIAL CERTIFICATIONS 1. None. - Zone of the Florida Building Code. 1. None. m E DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER ' APPROVAL DOCUMENT: Drawing No. 1 D4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality Svslent Manual for Cast -Crete Machine Made Precast Lintels revised on Mery I, 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. 1. Letter from Cast -Crete Corporation, dated Februat•v 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino. P.L'., dated March 24, 2003, last 2. Cast -Crete QualitySystem Manual for Prestressed Products dated 2002. by Craig Parrino, P. F,., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade pCraig Parrino, P.E., dated March 24, 2003 and Drawing No. L174612, titled prepared repby I. None. B. TESTS County logo. "Cast -Crete 4 •', 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E. doted March ..4, 20U3, last revision dated March 11, 2UU8. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . one. IN 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department c f Regulatory and Econanic 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 Qffice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and , E-5 as well as approval document mentioned above. -- y P.E. M.S. elm A. Ma ar, .� -- t {. i" ra"- y A. Makar, P.E., M.S.' elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Pro"ct Control Section Supervisor Product Control Section Supervisor i NOA No. 20-0630.15 MIAMI•DADE COUNTY 1 ��'�✓� NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/I1/2023 Expiration Date: 09/11/2023 off, gal?a76 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 F.-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9, NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. i. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). F.. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS ♦..+ 1. None. 1. None. Q� F. OTHER F. OTHER i 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 Crete IISA, Inc., dated 08108/17, 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. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of > i Q 1, prepared by Craig Parrino, P. F,., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 a Q through 3 of•3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� },, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 ,January 22, 2019. =3 B. TESTS Q 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE V M W 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). Q E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. OUJ (a 1 C,Aiellmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J t_ E-4 E-5 SHEET NO. March 6, 2023 PA 1,5 ----I I ___jJ_ 11, I — . I - - -JL , I . __LL.L___I I _ � - _L_ I I I - I 11 A III 11 I Il V 1 1 -11 I I �� I I II I 11 I I [ - -1 - I I I _ - -L I I I I I 1 1 1 11 , 1. - - I - __ - __ — I I 11 _L1_j_ 11 11 11 I I � __1LTEC0 /T— � ft � _&)� 2"728.01 M0ftUC"VAJ.,LLATW tPit 2 FAR0111OCT EVAIIIIATICIN RETICI 140, 20472111,01 3 4.—I PRODUCI'ICIIAI,I:ATIONR"C)RTNO- '211-0717-03 2 im / I I L I ECO iNc. I 0\ TILLIT TESTING & ENGINEERING COMPANY U.-TEVIT REPORTS: 6. MATERIAL CHARACTERNS TICS AND sPEcjF1cATLQm&- TILLIT TESTING 6 ENGINEERING COMPANY 2Z_TE21REFMM ________.__ - __ WAT TP.R A -nUFT, Jj�., F`.F Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In actoordance with General Notes and Components indicated on � I � . � ___ - __ - - __ - _ _. -----.--- Large missile Impact load tests were performed under SSTO 12-99 standard as 'fE ACCO(Lual.coon I'L t!,LJr.-N.�1.7 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WAI,TLR A. TILIJT, a, P.E. tot wi.�;DDIxot" To R I c,k ,I -1416 T PRODUCT EVALUATION RERQR1 per section 1609.1.2 of the Florida Building Code. Uniforrn static loads as per ,,, � L4.11.... "(916T. I, as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of "._ L-PT � 1�31.6 'IV Section 1709.8.3, per ASTM E-330. Test reports prepared byAnnerican Testing Testing, Inc., Reports # 96-569 dated 08/0911 996, #96-570 dated 09f 1 811 996. 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. Lab of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William PRODUCT EVALUATION REPOR #q6-T30 datod 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mehner, RE., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and 021 9.01 -09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/0611 998 witnessed by Gilbert Diamond. P.E. and Report No 7. UN''I",1111,11 ('111 116A Q CONDITIONS.. . $e Of-U..... ;� DATE: July 27, 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20-072e.01 0219.01-09, dated March 4, 2000. signed and sealed by Edmundo Largaespada. loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida P.E. and Henry Haftem, P.E. 7. I. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, DATE: July 28. 2020 an sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julia E. Tensile test report No. PCM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels Gonzale7, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate. P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. OGM-198 by CC Metallurgical, Inc., dated March 13.2009, PRODUCT SUB,.CATEGORY: Storm Panels Z,3. STRUCTURAL ENGINEERING-MC.111LATIORS. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL sIgned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as On 20 Gage Galvanized Steel Storm Panni for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per OC Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed PRODUCTRAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maxinnum anchor spacing vs. design wind load and panel MANUFACTURER: GloW-Prointion. Proci-ducts.-LLC and sealed by Jerry Jacicifanco, P.E. as per ASTM E-B. MANUFACTURER: 0191111111I.Proteallap"IdualuArl. length hased on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3, Product shall only be Installed Into poured concrete, concrete block, and wood frame 48W S.W. 51 Street 2.3. STRUCTURAL ENGJNEMN.0 CAUCALLATIOAM 4800 S.W. 5 1 Street dated 11103108 and 03112/15, signed and sealed by Walter A. Twit, Jr., P E, structures. Davie, Florida 33314 On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Davie, Flo6da33314 wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PURP05E OF EVALUATION: .3, MISSILE IMPAGI _M31-STAN-M Product Evaluation Report prepared by Walter A. Tilift. Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of Ille Florida Building Code, sis per TAS 201 Protocol. No. 44167). President of Tilteco, Inc. (Florkla CAPTOOO6719). This is a Product Evaluation Report Issued by WalterA. TlIllit, Jr., P.E. (System section 1604 of the Florida Bulldlrg Code. Calculations prepared by Tllteoo, Inc., dated 1211 0/10 and 08127113 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 1014110" ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A. TIIIlt, Jr., RE, 61 G20-3, Method I D of the Florida Department of Business and 4, WIND LOAnS RIESIS-TANGf- ,,,,,%%11%k ,,,, T 4 '24tit" ,��v'..:-.��'. 51020-3. Method ID of the Florida Department of Business and Professional Regulation. , 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ." .,. . . . !t�ANA . , .. N,9,, - . E . ' P., Professional Regulation. 3. MISSILE IMPACT RESISTANCE: This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as Indicated on sheets 8,10,14,15, 16. 19. 26 Product - '.. ___--t�-_­Ti��__qo_ 44167 .. S This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. been verified for compliance In accordance with the 2020 Seventh Edition of the 25 and 26 of of Evaluation Document (P.E.D.), drawing No. I ... r- = iT.- -- .*= - - . __ 1. -1 - . -* 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 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, .----- : = ? , .11�,.e, ,,�4- A, -S�-. STATE OF Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. 14,15, 17,18, 19. 20 25 and 26 of 26, of Product Evaluation DOCUrrient (P.E.D.), drawing � .!,6��J 1 1%.R�--. A40RIVI, at least equivalent to that required by the Code. 4.11111NDIOAMA960TANCL' No. 20-176. --.',4t, , , 17� .... . I',, r� I ........ 161� 24 Gage Galvanized Steel Storm Panel has been to This Product Evaluation Report shall be subject to review and revision In case of , S10 N , "'; Ali. ,,, '4001" This Product Evaluation Report shall be subject to review and revision in case of verified sustain wind a Building Code change that may affed its limitations and conditions 5.AWTALLAT-1-0.1fill; mll wolk a Building Code change that may affect its limitations and conditions pressures. Maximum panel length shall be as indicated on sheets 3, 9, 1 0, 1 1, Irstallation shall be performed strictly in accordance with details indicated on 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2, EVIDENCE SUENMED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 ot 26, of Product Evaluation Document YVArLL D1 TELTFCC) ADMON RFCORDS � P.E. REPORT.21f %GLOAAL PROIECTION PRODUCTS, LLCI20GAOE GALVANIZED 2. EVIDENCE SUBMITTED' Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 10 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2.1. PRQW.,C,T EVALUATION DOCUMENT (PIE _D,1; Drawing No. "20 (P.E.D.), drawing No. 20-176. Minimum ,4eparation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document STEEL .%TQRMPANEL�D.RWG#2C-l?6lRr:F'ORT42D-072&01 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to 20-176, titled GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. TIllit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part j�,Mls I lost,, TOwill I I Wil%, sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, , 1#00*, 0011 Evaluation Report, ,N#1_\tFk A, r/41�1%,, o"t lik k T144 'S, t,\' ,X ..... I /If, 10" .. 'k Jr., P.E,; dated 07/27/2020. This drawing is an inte Is Evaluation Report. RIW Tn'"llp -,t - )44; '0001111111 . . �, ,t;ot Z4� 1, 140/N� / �'., �� .... ...., /.* , 4 . , � *-,' -%�,- - - " \*2\0 E ,/ . N'R I'- Vp- -1. _,; / 0,O\ , � lH .. .. 159 ;;, - Zli� �-`\,\�,EN,9e`-_ s '. "' �,,, I %; - " * ...... ", .,�" , I - , -, , - ,/ '.�� .!;N E N 6, .. �5 . . � 9 .......... 4 1, ,�-. � .1'. , - ' - E . . - , . 'I � e* - S - __ .1 . --,.I-- ��Z� . � " .. S � N , - I .j ' 0 44167 -, I � ,I,- I 1. - I . - '_ - I ; Z -7�:NO.,44167 - . � *. I . - Ip ,c, --- _ �. \,\f, . _ Z - -4____ % \ ,_ -!F-- - ___ _- -t- 't = - . _':�--Not-44167 *. = ,I= - � -1-I I . - _ - - I.- -t . - .a I Ir-tl 6 7 , = ­_ I , = .1 : = - - . * ! 11 �<? , -�,e,-;--J, i .* :*g -/ �'-3 e ,t*-, * ; * - , -1 . A- : E / --, . _1 , 1, 0� _r 1401:.O., * �*� ,_ . * .I E - ,?.-�� �;) ,,:, - X - ., S-�� if�A,E .1 P` Z 1 -Z � . - , '4 10 It �, .. '17"if I S, 5(' * * 40plo - , I-, F - , . . . , �L -a *. STATE OF .,'Clz "' ___V.1 _4�_Iio� - I S�_; ,f - , ,, 01�"-. topili) ...,\-\ 0 -,. .. _, . � - ' I ji't". STATF OF .,,,, i 1 -3)'� . Q; . 'I-, Q,�,-.- 'etomlo- 4" I I S -'. STATE OF : 14S , .IQ- ,is, -P'. 41 IS. " ", 0,�'- '70RI'D ..-' 1_11I �eslll - - . .. ., - - - . - N,,�', %. " es, ... , 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phoire: (30. Z , � 1� , 15) 8? 1 - 1 5,; 0 -11"W" , e I F ........ 51, " �� 0. "",If' SIIGNA`_�: TP,0 "'dt000 .-%,;� , F .. . ,Z, .. � L, S " , 6355 NX 36th Stred, Suite 105, Miarni, Florida 33166 - Phone - i 4@46"b*h .15 :(305) 871 m 1. . �'%,, S/0, * , , , " P N L , 11 'lost) "'Itil"Isook, IT I III 1010% I,,, . ,,W onoillikill"', it I I I 1AMICIL __ --.----- ---��-.-.-�----�----,.-----.------.--.---�-- GENERAL NO : e3) IN �ASI THAT PRECAST SION[. OR PftCAS1 CEJ-ItLl� 1ANt,11 Sll�.C, QP PPOM BOARoS AT trjo%, ,IN IF1 fillf" AMR�,2cLaK -FAMRS) " `OING WALL. k4CHDW, S�l BF LONC ENPOOf-- M HL"C', TIN .AT. 'Ik,c'r,w , DFH"T, -,t7EI ,,a,ELS � STCI PANEL 5HOWN ON IHIS PROLIOCT E-LLPITION 00�,VMIDPP X[D� IPA� IffrN YEN111411 fqR FOMPIIAN(X ,ft ;NLPORAoGf SHALI I* AS, ME NTIONM IN to 1) AND, IN 6 � I kCrADANCE WIT. 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I I ! t A/1 ;4iOP I, %4, 5 . .. , �i .� �/ c CMBI IVO IN ANT WAY T if tNISTAL"LATION - -, N$ '�,; . *1 " , 4, -, I � ;� '' , , ,'� %�Ctlio _01L. ji� " ,9,�"%f- -S "SEN., '0`11,0 I .. : FLORIDA BUILDING CODE (1,119,11 Velocity Hur fcone Zone) _',Y'_ coNcRE" - " r a - I � I * .. 67 ! 1 P,t)" Miltm. INC Rroj.RED co,(RITFE Aw"ONS = = ; * : i 20 GAGE GALVANIZED STEEL 57ORM PANEL ..�: TOP NIT( st:�DUII ON ,I SHEm 8 NIROuOP . . �'*�' rArE �;F I ..' - .E, L it ­-­-.-­...-- I -.-.--- ""' CEIUNG ANQ FLOOR 111101M SECTION ZA ��., __ ` A - _ -- - "'OR0 "%�' %, �, - --%:*- -,-- _`� -- - �, 1 "?',"4" '.I, \ N RODUCTS. ULC. I I L I E C 0 . .. ' "LOM PROT'CTl0 P - / \ � Ot. 11 TOOPEC' "H. a cAdiAlkhroil co-11"' OAI 't, I.- - - - - �,t,oatt, P - .- (115.) 1245. 1. (.4)�..l ,1`71, - 20-176 SCALE 3/8- - _iI -If$ ,,,, - � - I-.,-,- - (­111-1.1 ___1 __ �_O`Oobllf, !� UP- . - ....." sPAA.UO_1U`M/tAIn - I -- -- -- ITER, I I." A, IY 1` - - vt . I ,i I !, - �� swr . or Is 11.9A. 1,A 11 .4107 I ___ ­­__..... _­ ------------- _­­­ __ GULAR & LIEE SAFETY STQRM PANELS � (SCALE 1/2,1-) - 15 106' (Tolk WDOIN) - . I$ 196' (TOTAL W10T.) - - I 12500* (FIFECIVE WIDTH) - I I- 6 1/4' - - - &250' . � - , 3P., - -1.1"o, - - 1 3i!Io. . � 11500' 11 Soo, ,,, , , - - I . - 1 , ., N - N - , "I'll , I I - I 3w, - , - - -I - , Q.DM' � THICK ,- 1.3w - 'AtIONNIZE! 06-------,, " f­__ 1-11 I : . " �� / " ,,--�--, " T. �.- f /.... " �Qb_ 1`­__r­_ - _N, T, , 6 , % , kstito A , - 1 " W" ! "I � I X _� A /" ooid, a. rH4K\, -%� 2 f,57. cAlVOIANZED STE11 " EDGE I r', 51. I 1 3K. ." 7.6 I � ~. 3C MWAMoU .EMNED I G-M ckv tDu 2..- ,,' -, ;.. � ',"." ,�i, 6P \,, '.., / Asia A-653 � 1� � ,011 (I. . , - 2. 14'*, / , .otatto T,p , ." 1 11 I DITTAIL I _f, LOCE �% NRAM SM .�'. "I , � �, .1-11 G-60 GALV , I I,-' "" I CDC I., - �WARL A O' A- , / "' � PET - L A - - - - , ___­ � Y" .85 - - - - \,_-----,r , 1 � Itaff "I.- Or ,-( - I 15D. -1 I .- , 350 --I I I . � L I - 6 250* - - . 350- T n0ft-PANU 2.167, - ." I I - Ill. 1, 1 250; i _1 2 107' IAWFI I ".0 I#, .. . I - A/ HfMAArD Mr r . ,._ . I I � I I too* R 0, 1 2�0* F 1W ,W. - - I 11�.. �__­__.____.­ -_ , , ,!,a. . 1/1'. m ;9,. 20, i2�: I I -1 . MA SIMI SERIES - PVT - -,- %% 'Ilk "-I 5 51 STUD MA NO I " - � . ,` I , I . � I ".. - .��,,- I � , - �" , I I ., I - _, - I __L��.� - ., I - , .- � ., 10,06' r I _05K - - - � .),m" I- � . I '. : 1 1 93" I I I 1; I ! 093. k � , 000" 7, ", I - � ! I TO ANcu. 0 I� I'M I , " I - c , , C . to -.._.; 11�1 I ,-.. ___� I I I � I UK :� I W 1'tOo' " . , - "? , I i .,� 1: , , - I- - 1 - � 'T 09 ! Sff qN, 39 . -i- ,-.. ,,� .,� 0 25� ­ �­­ 1 2 HEWA Q I I - I I � '2b- 'I I �:l - I � A 9� '1375, , ­l', I I I __L I orm ; I _�­ � '125*t � 1 pi I : , . I a � i " a i .M.- I I 37IIII ­2 � I --- --- I � +tj ,u5* I 1 � I ;� I - fv / rW R - '1� ,..Iw !, 1'.. - - 1.5co, - -, SM.- -1 ISOM RIC VI DETAIL A " - 2 DOO.". _i2� - - 2 OW - ROON00 CORNER 0 ENDS OF PANEL .S 1XII ft. END LIP W/ HEMMED COGE (�) -h- (� 'U!_J1lEAQ0 6� HEAL ON I S) .) ANGLE (�� ANGLIE WITH STUD ANGLE WITH (4 REYERSE STU I _­ ! ,'AR ILITE OF, - _ _ � _ f 1 I/%4 it 2,14 T .--A4- -_ Z 10, roct 374* OW !I,' CIING. - 750' - I � : 39tt- I I (� I . ""^ ' - , A01" I � �625 ce� I , .1 " 75' PANEL , itvf*- . I. ,. FT o,,,�.- ., ,3.1. , "' - - - i '"' I - , I 110, , , .10. 6 _ '?S' , V!.-.-n. .NO, SORIES - 5 SELO NIP" To I I I 0 12 1/2' Tic I � /I 390, . I , I i I 11 I � I r r r f . , n , ,"'. 3 , 3' - ELL IT % 1 1 I . 7 t 11-1 I OW , , � . 00, I ii- -, I iii;07 a'. "CLE OR V�� t" LOCITIDN A' PANEk ONEMAP - - �957. i I � � ) C,," 7", I : I ! ON- , I I 7jO- I I , . DIE$, � . , � , ;25.-. - / W. - - �7,P) 7 Doc' (�) KEY HOLE WASHER - - 063' _ , _ _ r ___ _ " (�) 'F* TRACK AiIGLE f� 3Z8:_"E" TRACK T FLAT PLATED I 0 036, fm',, ) - OW CALVANIZEE) STEDE -1 _' "..._­­ .., , - ... �44"# " "M00110NON, " WITH STUD - I., /-"" I I , � ,ift X TQ g �,� ": ...... ��\* I , ... 'S ,oNc ,/ , , 11 , -"r,FNS ,zi . f! - �* " J �,,,-. �, " 4 I' !f �__!. � I / ,t.. . . s *. \� e, , �, ,, 1 1", 315,* ". L�­. K.. I L i (, - t. ­�� ' ' -- : . No. 44167 .-I % -' :` ,I I 11 ") I 3;5, �� I em'f 1 2 : - I TOL * : * **! . . FLORIDA BUILDING CODE (Migh velocity Hurrican# Zone) I 21 I L -------- 50' oM5-_ - ��V,A _�_�_ I% NICKILN', :2*. - - 1975' VI ITS . . - . , . - 1. Q=PAKI. ." ­o% STATE OF CC � " - % _�P. % �` !OT Or, -, ft, Z2- "LIVO5. - r, 20 GAGE GALVANIZED STEEL STORM PANEL 0'att 41, t I* KEY I, I 0j.... Lai D * - HOLE 5 .�: "i 1�0 ,/� I -.1 /---- I _' ______________ --------- _,_____._ . . . _ --.-,- - 2rOOO* - I AM4.4 AT " 'C��._ �.""' , . � PANE I -,-x- .1 - , W1,_ "I 11LIECO.. I /I a /M GLOBAL PROTECTION PRODUCTS. U.C. ' OAML (1) 2*X7"XI/4" W--`4#14 , *,T�-, , -V--�,, - 77- I . . � ��, .m S. IN mom O.". F, A",. ALUMIN11M ANG ANWAMTNEL, OTTE .AP: Run */CoT MONVOPL!­C WkSHIR A/ ACKTOrDTAL I �-,,--� I I OLLO IONOT." AT C"O*" ratio .. - - - - - , - -1 ., " - . -.11, ('50m,".''t, - (C-1.0-.., 20-176 - 1/8'.3/32' IKAI OET-ICSS "Co. 0. NOI PLATED SIFEL) I. __ or ;��MONPM`X/VMTL �A - =, 2 at I TI,ji.- PC .,W1 LK, J *41.1 .1— — - 7T -- ", To_ . " �--4-­L-'_'--` 1 � F_�__ �_!t I - I .1 ---..----- I - - --- - I _._________..____.________ --- INSTALLATION DETAILS FOR.-MOYIA& ELS C t `_ END U09JFES DELAILS FOR INSTALLATION IN PWG QMM INTO EXISTING POUREQ CO 0JM_QR__CONCRETE BLOC TRUCTURES 00III I= 9B = &-lo, M POINELIAKII rEA10ALE TO, 't, . VALTIQ EDR REGULAR -LIFE SM AND E-Z HANG STORM NIQ S)WN . CLAMI PLUS OR a W - 010, co"ClIfir A-0-00's WIS v vnyn' Lrr SCHEDK.E ON SHEET, a & 0) WISC.= aM, . . SINU , To 7, I.__ I' - ., P I I , , � � !f A "" " All, ,-,' � t. '. I ,oE, * -_ -1 - Ir , 4' - I& 7 � . I I I --- - 1L___(Z&, _ , I, . , . li� e_�s 11., I I - ­­ ,--:-- -Iff I = 1 =.=== �T) -1 I I - - .. __= � t,14' ato" � -I" *1 - I D 7 1 r I I 1 < "MING MIM I � I E i 0 � I ( ��-.- � i ORIVI" : . " -, ,IF% ,.:, ,t�� "I .CWREO � - : , I ,t,-* : I I !- (.4, � . ` ­� '�t;41 ,.�.T I - 1� , E.0 I I . . � .11 S.. -.:, i, � ; J1, " , ITT -� -, I � I - -_ - L -- 0-1 " . I I I #.�� I � I to __/ , - - -, J � I I) t I I � I "Wei ii; I : I ; I r- I" r. Ir I, .1 I ,,R� I �� I J I -OR ED " I � _4 �P` , - " � -11- � .�, - - �­, - - I L : I � =-Ift-Eyr : 7 I , -;r ; 1) CONI BLOCK � fii - � I I 2P. ., , .., �.. 1. : ; - 9 , I I : KIQUIRET). I 6 I tl- � I - - - - - __1 : � CASE A (PLAN) (D - _.. : I � i : 7,147 I" � MT f."'. I - .- - I ! I a I I . : Q SCALE 3/16-1- - - - =.. I ; ll,`P� � � ; ; ; I ly CASE 6 (PLANI I ,31o,,,.�� . �XZ7 . A. _ I �1111 SCALE 1/16-1, � r . , : .., P, � = -� � 51 "At * I ., _. - . I � = I f I - - T; I RIC %ft- . o. .,IL"'., - " , 1; Ix 9.1 I. - ­T_ A -1 i � � .;� I , - . 1;1 '" ,� , , �� ' _ I t ,_ . SPLE, 0 : I I - 6. ___. "n, - I I., I 4, � ­_ ­ , ", , I "' _ F, , - - �RAAI - .11 J I _', ._ _ - SNAIM. - � - '7 - I - Q_=I) - �L�v -1 oN-- I ! I I - . - I L, I I,,- I 1. - - E ? � . 1, i '! - L_ 0)-* z,-v' WARM, ; � � I i ---IT i ,II - I : ","S /­` � I ": . : ": Z �M­ - "I'.- KIPP, , � I : i I 11 I. ".. * : - = V I __ 1�1 -1 T ,, - ..�3 : 7 � 1 . I -_ It- I , J - 5-1- = 1, , �' I .I ,. : ;I I * " ,,2- V, ! I �, , 1 � 0 - h I . I I o4' I ( - -­ - I - t D � 41 I MF=5'= C,ISENQ Kk*Fn I Co,`CI ON I4 - ,., : - - CASE C (PLAN) 1 o I I i CONCRETE I 1 F . ADCAP.17.0 , I EXIST040 POURED - I SCALE 3/16-1" CASE 0 (PLM) I __ Sc*.L .'/I$-,- - COWTIET!, BLOCK �I� - , - - : 11 Z � 'E­_r,- �-; " COWC E DO 1. IV—. ­­ I . � , Ir , - V , - I,,,,V',� $5 =*=. I -, . , I , . W4 1. __ I , REQUIRED I". I I I, -5n ;_ , =.II.1.:= � ' "AN' Z(.A.,�i­ ) 3=tt=T`­ __�__ �11' - CA" ,. Oft P9INX1,,`, I . ,/4' tr=., ::,r - AK � -,, - X"-= ft A IN "Cat 0 -0 MLLZE , I - to I I CQ`ICR1TIE "NICHOP's 41 I' L MUS Chl� of TA"t-o" I ESET %CNIFICIATS 0. (SEE SC DICE ON I S_� - �. Itoq,� SHEETS To 1PIROUTIG11 0) I t _"==� - , I SHEETS 8 . 0) I %,,p�q.,,., RUILDdiky1w - ,yA"% ­_ -..-.---.-- .I...."'.. -_ --- .' 5 I . IT , 1, I .1� . __ I.R. , ONATRAt' _... - ,i� // �, J)AA6 SCALE 3,I8. " SCALE 3/9-1" .1, . It, �� OPTIMPS, ROMI � I --- � , "" :VAI= =t III - I = NPIR - __ ErIGE OF Exisnw, I FD, - OPE-NO * NEW I' WIDIE . NARTES � 1 �8" �`i� me ,.,T,-,,i=, T Ct, IJM TIJBf OR 1, . I HIT .111 - EWING STVCCO/ P I WI PLATE SPACER t 1, ,��I _\1 SCALE 3/16`* I ) wow PIANO 110 "', "" : , ( , 1 "r . NEW " WIDE , VARICS It 1/0' I N,, JM; NQIL P, INUM TUBE OR " , 1APICS . I -M.R_1QMhL&T1Q1L.QL ,_� I , A I WOOD PLAT SPACER I : TOP AT 80TToM MOLINTINGS CA'14 BE � I qii.mr, TRNCT, . I � � , loat,- I COMBINED IN ANY WAY TO SUIT ANV , 1 � xr . . SCNOTZ�4- _7 0. ,_� INSTALLATION, VALE 3/16.1, HI � MEE , _ � � �T t , 115 8 TIORDOCH 9) . I � � _1 54 --,A" ­% c-, %`.�' 1 �� - -I ____ - -1 J , , �, - IL T14�1 N. 6 1!��11 . ­� � !_r C-Z, III .A A 0 ­,"". !1& '- . ,1 - _1 � �. ..� ­ � - '. . - 'I . ,�- . 'TOG PDURfD - .. � FLORIDA BUILDING CODE � "M _ /t.� Pap ­W% (High Velocity Hv cants ZorW)l .. _-CONEWl"C"Pot - COW-Im F I I= ic,crour I TO* M;� 0 �.N I N ;�11=1141 X" I .. -t COWME fit I 1110A. CAP O.ws I- - I P=`tI 1.01OCI, .. I, ON - ...3 3 a.. REOLTAED Itact�l - . r. 20 GAGE GALVANIZED STEEL STORM PANEL I 1 1 : No 44167 - = I r 6 f fir: I : i C _____ - - .1 - X . . * ", - IzAtio.6--,� - , , - - I SC.r 3/8..- = . - - ­1 V T,` __. , 1 GLOBAL PROTECTION PRODUCTS, LLC.1 `=", TE QIEIAIL FOR 5PACERS, REQUIRED AT TOP OR S1 S OF ' - , // 11LIECOINIC 4000 11W. , � � .W. I � " ?;�,,, W,-�,W-.6,W.,.--,,eC.-,,. " " OF ,, -11� ­ , 'M, I Per, 1 20-176 TRACKS-ADA" , r�... Bonom , " �_,., Rio�.Ir — - . - - - I ', Rr. I"I"PoL ("SOMI I"'.."INOT-8 y .X `_.- __ - I­1�1_ - p., _­ _�l - 1111.4,0, ..-kc . -COO"I'll __!!!T! . .W_. -,--- i, L , ih ,��,a1!Z,/QcNArUaE,/rATTE WALTER A _� Ilaw S W " I 6, WO11, I P,X, ILMI ,,,,,,,,, i I I 6L. , A I I . -_ ---.--- - _ __ - I I PROIDTICT EVA1,11JAILON-IREE0 , _JBTXO_ 20-0727�02 3 5AN-STALLUXI-N. Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 1 5, I 6 and 18 of 1 8. of Product Evaluation Document ' 'm (P.E.D.), drawing No. 20-175. . 0. MATERIAL CHARACTEMMCS-AN.D--$.PJECI-FICATIONS:: Shall be strictly in accordance with General Notes and Components IndicatAed- sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing to 20-175. , Ancho r specifications shall be as indicated on sheet I of 1 8, of Product r, I I - tj -5 Evaluation Document (P.E.D.), drawing No. 20-IT5. . """""' --to Z 7, IdMaATJQNS-AN-Q-C=M-QN-S,QF-V$IE; " 1A .41 31; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicat . W Z on sheet I of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-1 W I= prepared by Tllteco, Inc. and signed arid sealed by Walter A. TIlIIt, Jr., P.E. -ru 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES - = = - as defined on section 1620.2 Got the Florida Building Code, I_ _:`H 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. 44i 67), President of Tifteco. Inc. (Florida CA-000671 9). 41'0�1 -_1 - I I I , I I I "', , �V, . -,-. ,f:vX.--"\,\CENSj' ,;P �-: ,!_�:,_-� .., I�H__­ r.-_ __ . . a �"J Tr �141 157 '-, 7 ';�_ 'A*+,�, I � * % WATkLL . . "I 11-1 fit IISCO ADMON RECORDe't P L. REPOR1.20 t GL.IBAL F`qCYkj�iqN PJR&��!, L - , 3 - GALVANIZEDSTIFFI. STORM PANEL. kDoRWCO20-17al, REPORT#20-On?.%, �% ont .. $, I- e6t­ - 5�� 111;110"�!` 0, � X C ��,0111111 .------.-.-----.-.---- __.___­__. -----.-- 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, _b,1101/10. 2W/10, 3W/10. 4W/10, * 6/5 1 - 5W/10. 6W/11 SEE 7W/11 or SCE SOHLOULE ON SHEETS, 0 & 9 -_ 3, RAMA, - - ""HO"S To, Co"C ", " :0 - - ,OR wow SEE SECTIONS ON SHEETS 10 & 11 I, MEN ` HT ___ --.-- __ � - __ .-------- ._______.__.___­ I------ I—- .-,--- ______ 0 0 a - � - __ . - 11. _ ___ __ _. ____._______ - - __ __ ___ - - __ - __ I O. M.. (`)'�. (�). 40 1 1 1 . I . I. - + &j I- ------------- IT --------- 7 1 . ..- ­'. - ... ­- - ,_ . I - - I ------ I I I I � . I I I I I I I . I I (7) "\ � . ­-T I , , T , (�)_`110_.� r9. (:6D�t: � __I - __ , ­ -,---,- _.....____­ , T,— _-7—_­---- ­­L ­1 - — � L"' .( D41 ('-' ii ! � I i 1 , . I I I I � � : i ; I I I � T � � I � 1 I I I , I � _Zz ; : � I � I ! I I I ; ; I . I I I I I � I I L ! i I I I 1 I I I I i I I i I I 'I 6 I 1 I ! ! ; 1 i I ; I I ; : : [ ! I . � 1 , , 3� I i , : EQ � ! ! � I : [ t ; � I � I i � i I I . L � I 6 I I I I I T I . i I I - � I ; � , I I I � � ; I � I I I - I 1 , I I I I � I : I I i I I : 1 � I .1 I I I � i I I I : ! i � ! - , � � ! - ',I( I . I , I � ; I t i I I litliIi,,. i 7 : i : . � I � � [ � 1 � I � A, I - ; I - I � . 1 *�r � 1 1 1 1 i I I I I I I � I � : � : � � � � - I � � 1 51 I '�'L! ' - - bOLQ11 `WA5, W� 1/4012c.�-_ I - � ' ; LINO LILL) PANE . I I O U� L ! I ; : I ! , (SEE SECTIONS. AS, I : 1 1 I I S.", M 5 BOLT W/ l/0* I, 3/3�' ;.; I � � WTNCNUT`$ 0 O-A OWRIAP - 1 , I AEpt rApt I) i . � � (SEE sicTioNs ks Amt-CAIELE) i � ! 1 : 1 6 , � . i � � I : 11 I I : � I � � I � � . I I - : . - . - : I � � I I 1 � I I J I I , I I � I . 1 1 1 1 � I I � � ! I I i I I . to i I : I I I I : : � ; I ; I � ; I I. 1 � � I � I � i i : I i � I I i 1 � I I I I ! I I i � � : I I � I ; I . I ! I I r I I � I I � : � I D�M_43.(4. 04-+�& i _tI , � I I I I i � . I _� ­ __ ! � 1 � � i ;*� ! __ , � � ! 0 �t� . a ,j,� � I I :6j I �� i __ __ -,-- ___ ___ - ----- -, _ ____ " ilt! (�)"(D-(�)_(41 CEDIO" , MAX ': - 3* � - 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. - I, "N - . MN IW/10, 2W/10. 3W/10, 4W/10. + 6/5 5W/10, GrOOP111 & 7W/11 - ANCHORS FOR CONCRETE UL SCKOULE 134 SPECIES 6 6 9 - FOP *000 Sri SECTIONS ON SHEETS 10 A, I I � R STORM PANELS A ) A I REGULA ' i4i LLEVAIIQN N Es I/Po' M.t, GAP 267, - , (,*A CPRNL* -1 WHICALIF V.11y) I " - - I - - , . . ,1111r] � . �.11,1��i_:;""Ill!li�, It", - __'_ .11. , ___ .. - 1� 77m''..", 1- ... i � . - . - . -..-. - ... 1/7, 1/4 . ,. �_T _/ - - N - �_� "It"". ;J44AL - ­ -IV -,;-----N . " GAP '0 N __ 'p � ,:... J, � . .. V, .. . I/ . . "-.'P I / . NS;' .T FLORIDA BUILDING CODE (High Velocity H.ricon. Zone) C-) (11 A" � , I -1 ., . . TUQU� ovu.� M IP Z .. * Z - - 1 20 GAGE GALVANIZED STEEL STORM PANEL OPPAWN 91 - No 44167 - OT ­ -_ I I - , & / , ` 5ECTION A -A' I III "E"N'T " GLOBAL PROTECTION PRODUCTS. U.C. - _4­4 . I ' 110 t S. � .. ATE G*� � Ecoleir.. , N .. \ � - �, $Y$W _. .� , I Z. - 1- (1:110 law. I II .., , ..� . T E & EW�dXRWG CIAPPORANi OR I � .. . . - - �NWAMA. I .1. __1 20 -176 � ...... ­ I "­ ORPOO-"'. - VANIP" __ - 1-1 1�=1_11 I-,",,-,- Dfata,H,t. NIP _iiv`;; : =___.-L____.r6-; , It -1 � .- __ - _ , �,/SPCNAIIRMI I . . I - 101, OwIftloott. !�;`X,-, ""', ".4" F - I ___--t- Walon, 5 . " ] -.--,-------,-�.--�—..---.�--.-..- ____________ I I INSTALLATION DETAILS FOR REGULAR PAN INTO EXISTING POUR CRETE BLOCK STRUCTURE5 CONCRETE PERoKn Cc*rRLtr POUKO CONCRETE NUCRED DRICAVE BLOCK OR LONLRETE BLOCK OR CONCRETE BLOCK noo"to Co,'CRE11 ANCHOWS (W scwovu 0. RITOUIRED fs'.U.,,= AAACHORS REQUI coNcitm W.Notro, SPRILT 91 Dua Door (SEE SCHUMU ON SKIT' 9) SNEECT 9� I___ - , � � I ! , ­_ ­_ � : 1 I . 1 , , -IC _J_ _', - �,� [�, �' E -_ ­ I - I I I ; �� I; 11-4,1 . � I I ; I I � I LZ : , : - J, I I I � C.D I � 1 . I I- (, � i f D J . I � J �* � 4 , - � � , i ; ; ; , . , � I I ! I � � ; � I : : . MONMAIR I I : ! I - 03PINPARD ; � V : � 1 2 i - __ 1. i � i.- 10 - I , r- __ "I I � '� IH .N. Olo, ,oPISIM,T. , I , 7. �! - ='. , I . -1.) � I � 6 � -0 : I L, ,I- , - III 1 � . I I I � �� I` I - I" . X �. �J , I .1 : ; ,-,A --=To,. 1 ,�; I i 8 ;,/.,. nNI, I -, � S. OPOO'S TY 1 i 'i �,�'­.�-,,-, I � i . ". ;XNz,,,1. 11 lin i �, in : , �=;,.%-�. . "It � i ONTER'Lat 1, ; .11.1*1 �­,.,11,* t .. � I 1 . :OVIR.L.". . T ,� I I I i : � I � .; ; I I , I ; : . I . . - I . 1; ; �n I ," - � : I I � ; j : � I W_ ! I � I �64 1 = ... 96-1 I � � i N A". O , t."I": - I 4 D, . L � - I i C501 , F It � ! : - I It , � - a" I A ! I � ( I , I � I i,i � � I I MAX I I I/r.wv- ; � 4 , , _J % ' E� r D 1 nt,�,Ut 1 � � PY L L 0 I . I � I � I/ .1. � , �' I I I STUD 0 . � I ! , � .. I _ -� - _ - . . I I _I :1, ,E ;Z I I -1 ,___1 � r- - _.�,, �", , I . _1 . I . I -1., 500* . i � 1 ,/4 I I 4*­20.3/1' SA IOOLT - I t.- W. W/ 7/8'.3/32, .N OP . G-I 0 12 1/2' to C co"tc"It RPC�R$ L,OWRM ANCHOR% VAGGL*FD CON: ,"'IDPOOM, (SU WKOVU ON */ STUo (M WHIDLU ON (SEE SONEDmi ON SNM TO SIPFET 9) S.W. 9) �� rQMD coaci�r OR M-0 C OR XV OR 'Itm li 01,01PRET, CONCIPFTIT PLUCK "OUWI) .1o."M ECI AUQ _ 06 MOUNTING QIREQ1 AND "LL M UNTING aml MOUNTI G . , � INXIALWISP INUALIAM P IN SqLLATION rC §Kqail" SECTION 9 _ ION 10 SCALE I/a-,- SCALE 3/P-1- "C"LLIVIII E.O. - EDGIE DISTANCE KrE -M 10mankum _Qf_5LLTIQN5 (SEE SCHEDULE ON TOP A, BOTTOM MOONTINGS CAN Rf SHEE- 9) COMBINED IN AWY WAY 10 SUr ANY I INSTALLATION _ I ANCHOR$ Top CONC ETE SE[ SO,;CO,IL[ ON SPIEFT 9 . FOP WOOD Sn' SECT-5 ON �_r` 42 1 76" 3' ART. (a- 04" -1 *01 VAL�Ct) 1, W, -1 - r*4til M No& NO - - Die. MM I I - . I ti � I' , i1i 64 d 8 :,� - .­ ________________.. -----.- ___ I IQ am ova I .. - as ,:4 , 3. 'a- D.M..4.6 ,*,.,"Bpi - I* a. AWHORS TOP CONrAM SEE SCHFDV1f ON S"rn 9 . FOR WOOD SEE SECTIONS ON SPIF11 12 . lilr��.�4�& U ELEVATION SCALE I I a : - it ­ _", I- -0 . a - , I : � I I: I I � I - ! I , I ! I � - I : ; i7s, I I i li � I . I � .;� I I l � : , i I - - - !/4--.1, I I I So, POL's W, I , I I I , r . . I ,, . ill. , I I I � I .1NJ . A I �.� I i� � I I =A;.11.1-1�. .VkAP I �sr � , I I I i : � 1� - '''a I � I , . I . I ,J] � J"� I I .#*. ; i � _1i : I : : . I . -= ----L*; I : � : I -­-­---- I ,� . � � � . t;;-. :-­- ,;�aL,_ lii � I ` I �, ! — I .- 50% DIF 'L' - . . , �; J� 0 A I III 0 Sax , �4 OF 'L' - �`Ax � 1/-' WY DID, 2 W I I ORIN CNCRLAP`�-j 04DI F WOELEY] ,iA , 'A - . - . , ) � , _f__� , \_/v �_/"`*`��'\,_/"\ , t/4. III CAP , I J� - SECTION A —A (TYRA SCALE 3/32--l' 4- . ... ..... 11 A �1_' \AENj,--.!t� % .,:, . . No _. % Z ..M ,,M. - .: 44167 - " ' . E IF: I * ­ ,44 1--�­ I ­ I � ': - -13' . . S ATE 0-, ; .1k 1, , /7 1 / 11LIECO _,� I __, I� -P, .. A , , .7r , � .. P03'i" . ,Z IH . . . ..._: _ _ .. : I I - __ - __ 20 GAGE GALVANIZED STEEL STORM PANEL ..I . ---------. - .-- .OBAL PROTECTION PRODUCTS, LLC. - To AAWO 1. �I ""PUT —'/N/u ___ L 11 1"" .. foi.RMW - TT 1. Mn.EAoMHHO'., 20-176 � RAI _ --- Notn' . or n _!P __ . . - ,_M�� - , I I ".- -!_ --,-.---.-- , I . - I . -IIIIIIIII, (D (D C_ U) —M a) 4., 0 a) 0 .4--, L_ L- -a C co -0 0- - .— -6-Ittil' (D (D 0)0 .4, Cn := C =3 CD -co (n CD -0 0 -0 ..0 C 2 0 -= a) 0 c- = III9 3: c .0 U_ — CZ 0 — U_ CU — cu ib > PP . Cn a) I- L_ .4-0 0- 001F Cn "o CIO C) Cn co _1111P.-IT - Z F— ..0 = C .— (n e< ICIL_ _= .T I be W = = .411! tiv A.. _= a, a = �., _= 4 Z �_ A W mi U) ,4, " (1) W (1) _C -4--i +-a U) =3 c>u 0 L_ U) 0_ 0- < (1) """"' 0 C: :3 _0 M 0 OL - C.) a) " C/) ICU " M =3 IJIJ 2 < Z Z < _J a - SHEET NO. SH 1.0 - __ , _111 " - _.- - J___.L__ ____ I � , , ..-----LL- � I � � � - I � _j � 11 I I H it" - 11 - It '' I! , I I 11 ---- L_ __ , I _'I -_ IL !_-A _� I 11, 9 I , - - - T1 I — I I I IT - 'In � LRILImm ,­T � � , '1111 IINIT11 I III I I 11 , - - I — � I i I I" I ill 1.11111IIII m m_ 1� I A . ON vell . __ PUPPI, T CoNcon, — WALL AND FLOOR MOUNTING INSTALLATION FOR � a. _t o- (MR—J, SPUT PANELS -I--- � - (A)NDN'T' APOCUP 401 MOIIUAMLI� ON .. ) I)---- .. 6* 0N.'. - 111. UK" ,I-- 11 Peon...) I ­_1 I _ I - 1'� A *' �__�_\_ !�7 , "-I' I :: I 'r . '� I ­ - �s lr_ _�_,_ * .1 1�1.;(. 1. . , , eXtNED - -1. � -------.--,..- - _.___._ ___. - : i�T_f_T ...." ­ -I . I . % 1� I I a,:., =` - " I , - 1. - .. ,� ff­ i *_; ,--I i'T � I ­ � ­­ � PEORPUT, � � ­­­ 1/.*1 �. , I , " 1 TO 1 . TO . ­ _., 1!1� , � -T-7-7,- � I � r=- I IT. -,-- C141=,.T., r- - -11, I'! I I I ! -1 I --A, `APR 1 2 . I i T,�t � — , Lb 1, " I I I i. -- .- , " . _ 11 I I ; . I . � . . . 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W.".. �=, 11 I i f " : I DETN" '' _,jz I l,r-- '7'-_N____­­ i F ; - -W- AWY, '>� -.- . __...., - ` -,--.t-----,; \ , . , I � __ --= , , I !:."1F­-_._ANff i , - Y.Mx - ___1 I I - � 1664­1 -,=,., I- ANINFIRL, 71 � 11 t- - '\ t- T I 11 � -, '_ - __ . � MY I 0 - J__..____At.LIJ7 - t +_ v I � I .. i -I _v;lzN =,Mx�= I I e., oc : = -�� ------- - __.� It..., ,�� ; ! it , . tt �, V/ . ... .... _ I f � 1 ! � 4 : � �, I Rt. I I I I I 1. - I LDTTw, ve ,NA _") 11 � I i I � I;i; � Iii J� I i 1,:� I i � , i � I i j � 1 1 � t 1 1 1 , I � � ! � ; i . i i 1 ­__-­* 1j,'- : i i I i il f � I I . I . ! : ; I f � j , : 1 i I ! I ; , � � I j , I , ! I , ! I i I - --- ---I'----- � ! � , i � ­ -1. - I W. __41V = 11;�"2 *,-A--- i , i � ; I i I � � � l � I � . 1 : , , I I "' '_ .. - — v =..- ­' I I , , I I I - S . r P, TINIF : _PPRFR,t , - - --- � 1 !! 1 , � � : i i i ! i Ill ! � I : ­ _--3�:, ",=­ ­/ - "- �,,, .- - --.- , � i � � =J01 4��, I r � � I -,'.i I � PR to.: I � _!, F%,E.NL_ I I : I j ! 1 � I I � �. 1 I i I I i I i , I I , i 1� -,.A*-., Met F­ft WE a et , I . i� I � , : � � ; J i 1 1 � � I :r___-ffR_. .4, Ponsaw — �, ­_.�:�_, P ,/.*. As� -1 L. - IL - I � a; I � . I ,� - I I , I 7 - --- =_,____ =�� '2 i�] � � ; � � , 1 1 � 1 � 1 �7 1 LLLY-2 I i ___ --..., �� I � F___ 1 ,7 ! I � I I i I 1; -, —_ -,-,----I I 1;, _1 I I . �4 ;j : �I __._� I N � ­��;- - I __ "',""I"""' I I .. MR, . - L, jw--i,,, �4.i-iISL�., -v - - ­ 1­1 _1­­1_1_5*? T� .1 --..- I _ I _____ " ,_ _ _ - 1' 11'r­14. '_., ; I-, _1 \In,- - - ­/V 1, � ; _=3 Orr rott. mon-, _­ SP­ - f-RALON XNRX . � . %Hon . Y 0, /"? � � tX­ I I � 0 0 ; , 2' ---,L ", �­ I - - I—- . J I � �_ -------- I 't " I - ,- ,., I I , t I t ELEVATION SECTION Y-Y SPLIT STORM PANEL ELEVATION :11 I I 1, SCALE '/�--I' SrqE 1/1"­* tr-=It SC -a ,/8"-,' . I iij . tm. OETAIL I "I I �. J.�.. I , ,I. � - r, I)A 1. . % '11, I . toRo"t"t) , , III , _. —11 I ue , MULLION SCHEDULE "'PlIM i-­Ir-�, --- I ,,--,: It , - 'j— I I I - W,Rffl� 11 11 _4 =_ - Mto"...) I , it I I , I L____j IM /W.4, - PAUL. FIT on � . 'r �', I IN emr._mt 'Mr., =4=4 0,_ow -I'.... - ==—XII, 01 SHEETS A. 9) ,_1C "/----_____w __ � ,I. - - - UNITY. - - __ Mo. MZI;T SPA. (n) - REQUIRED M., YEBIT, MvUI0w - , 4.4. __ - 2'. 3'. 1/6' __ � 4'- O' TO I'-11' 2'. 4'. 1/0' I 5'-b* 10 Ir-10, - 2, . 5* . I /5-, 2'. 4', L,11_ 1EE'D 0'-O' 2' . d* , I 18' . SPA" �W It V11tfOFOR. fA. S P�2(r�"Nl PRI;S"r RATWO .. I', , 1. SECTION I =, ,.LA.w*.,r-nqmE -- SCALE 3/8-1* W�t MtOILLION CAN ALSO RE TNSTA�LLD W/o STORM PANELS ON lop OR BOTTOM SO THAI IT 15 LOCATED AT TOP OR TAOP`TOV OT OfrNINC (ONE PANEL OPENRIC W1 TUBE TOP & BOTTOM) efilik A..�/�� F ,jcEhtse IN � irl, .---,-­­' ,­-,.!�,N IN, :: . No. 44167 . **. : * ., * . . - -,,, , a-S I .... �` �j` _", - ip.` . �"'7 **� 1_� _7z71.7 -T 1FA,/S0.I,w1!,XY - .mo MTEW. - 1 20 GAGE GALVANIZED STEEL STORM PANEL .�: .: - BAL PROTECTION " In/20 0 111LIEC0110. \ PRODUCTS. Ili ROE INTO SPY 51 slim DAW, IL 3331. - ,_HeM_`s"L - T-1--sm -_ - 20-i76 I.M."; . I I Ttliflod 6 Ir"WE"m T! - ! !A1iz_._1= It = .1-1.111: ::-�� n - "_o"V`1 '. swrom I or " ...." . .Lut 1, I, I F � I __ , INSTALLATION DETAILS FOR REGULAR � - � L-11A INTO EXISTING WOOD, STRUCTURES - - ,=&, I �/-,, - %two. r. R, - .7 I -­ . i , . . - , " - —. e., _F�__ --'A' - — — I_ _ L j - T_-_t7__77T_ - /- I- -m - -.-.4--_', �, I 1--� I I ­ : A./ - MR, I r­ __ - I � � f_li . ,, __ I 1. ; . � - . APRIA. ­ .1 � . � _�_ — " . ,­m- tk_ 1. � I . to __ I- —_ - __­ __1 / �.-,Vtsi,;.4" .—P,__ - / ,4.-.S,-. �_­` I -In*- � 11 - =.. �_ , ,_ � : , -0- i �, I / , , / I . 11 �Tmr­ I �-- -, � 4J� - . ­_ - - Waal — - ` � liw - J . � ! 4222pw�j �",, '. I Ki � - . . — I I 1v / . *4 _"__""' r7 . , I ". , - "I F ,,,-- � - - , �-�" -, - - I �-- - �L� aj I 1 - I E_ I � I � I . I I ". , __ - I , i - AM.rm. I , _�_) ,;r,L I r , I I, I , , : I I I _- P, I r- j 1 ,, 'u- , I , , - �, p ..1, 4 1 - � , , 11 i I----- ! - 11 M17m r- " i ;�l , 1 I 1 7,- L-,, I , L�'_,, I T�----,`,. ..0 , i�l _____,Ji� � r- - ,/ , '. ­ - . I I - I N J� �v - __ ;9=1...1.w_ I I- Ii , / I A " ".- I I 11 I / , . . - i 11 5. I ,4./ , . - - , . - , i - " I I � -, I I - _�D I ! , I I I __ 0 _1 I � � i I wJ&a_ I Us I ­_Cl) - I �l i : (� L Pe A ...'IM, I v I = I - 1 . , - i � ;,�, _w I a ITT ,POLAP, ; I I i 9 a - i I 9 � %_ i �v - - - _�_ -1 A-1 4 A -1 I . 1-'I �,`, - _,_ 4- - .. , I- - 1 - 1 . . . . . . --- � Is - I I --�-_....t ­__v - i - -�_ P.I.-I , - w - .I-.-- I 1. `=_ I - I I i - - , : I � I'- i � : , __0 WALL 111101.111i I k To am- � : : , I i I ; I . A I I INSTALLATION - ALTERNATIVE 3W 1 =1; I *I. , ii�� � I ! : I I - . 1. IV_ ; : I �, SCALE, 1/4- - I- W%M I - ; � t�i - -.4,=­ , I ,­ .-��, - . I .. ", . ­ I ! - - i )@ 7L _� _A- _ fl - �� , -1 4,�� i ( __ ___ . 11 , , I .r - -\, 6�4­- I � - / - � I � ,--;, ", ­ . _ .-I' 1 , /. -;, -, - : � I �_ � - , =I., __ � ­ 14, in 1 �, - IF 11 AA";,1 I � t BUILID-IM MOUNTING � -.--.. _ =_­.. ­ �.- - - . .. . ­- - I � -Ir .- 9.w_1 -_-_ - if r_11 i R, - INSTALLATION - ALTERNATIVE I IT - I i I I - . NAI - , ,I Ld SCALE: i/4' - 1* . - 1 -4.- - � _11 - CEILING OR MOUNTING WALL, A FUM MOUNTIN WALJL MOUNTING INSULLAMIN - ALTERNATIVE A INSTALIATIONS - ALTERNATIVIF SW (SECTOR AT TOP IS U TIED TO V55.5-67.0 MATT. SCALE: 1/4* - I' MI AM 2W sm A.S 0 . DESIGN PRESSURE RATING) SCALL 1/4- - It StALE� 1/4' - I' ------ 11,� - I'_ , , ;V. - - 111- _1 ! __ __ ­� I � ! 6. - � � rw-- 1`111__ . .�-,-._ " � -f��-_��_ -, ­­ ,�, , - - =_ W. --I---,- -I � FLOOR MOUNTING MOTES: .... .. 1141,11,11111, INSTALLATION - SECTION - Tfl� SCALF: 1/4' - I' �: !� � AILA - * � 1. IN-" TIONS ARE ONLY VALID FOR eUit-DiNGS WIT :4 A.S.0 OESiCN tOADS .. , .. - UP TO 4 55 5. - 72.0 f AND PANEL'S LENGTT UP TO 8'- a" EN '-i� P 9 .... ,t'% . FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONsrRucTIoN WOOD MEMBERS TO BE SOUTHERN z .. ' 140 TV z .1 PITIOD IIIIECD. - I 11 PINE 2, / SPECIFIC DENSITY OF 0 55 OR EOUAL z - NO, 4167 '- 20 GAGE GALVANIZED STEEL STORM PANEL UPARY NY . t . = - = is: �* --j 0- 2 -t-, ___,._._______ -.----. - ­ - NQ-Tf- FQR-CQMBIWIQN Of _1L;:j!2!t11 I '. ­71 - - ­ � I �� GLOBAL PROTECTION PRODUCTS, LLCL ""`T­$/""" 11 .... Of. .*Ct:,F 1111LIECO 1, ... \ .,. RED11 .-* UPTO 1. %I ST"m - IOP & BOTTOM MOUN7PNGS CAN BE 0_j-1'-'?1­ ' �� Twn- . �... ,-,.. (0.1� . - -,`Tw.HFM,-m, 20-176 , COMBINED IN ANY WAY TO SUIT ANY , .. �, . TAL UUMA-IT .1. `N(Wr _,",.� r_ 1 ­ 4 "I I/ ,-.= -1-1 .,�� _ Ne (THIR11-1.1 - -I---- -r- I I NSTALLATI N. ,L� __ - _ --I'- - . -.ww _- ORNAWK ft 0 ... � IF, , I.T� . I�D`K/DAW -YER Y...... IF - .... A " , .4, - -=:±�- 10 OR ;1 rLSTAQA #7 � ., I , I - I .+ ______ - I I ---------- - ___ .-..-.---.--- __ MAXtMUK_&5J2_Dj_W -RESSURE RATING (u.z.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "lli SCHEDULE (VALID ONLY fox Q WALLATIO01% AS M SJECTIONTS I "U 10, ON SHEETS 4. 5 AT 15) �AXAA,m A. a LIM D"` AA&WPI ' VI.' MD &= r__,� , I OF 11" . .5�b, -120 � T'+ S* OR LESS ; ",� ___.__..._­__ +--.-.------4----- � LWsm,m � '"AUS47 .", __ ,--- _____1______.l___._______­_ �7, 2 .. , -120 -5, To 0*-8* M., 1 31 L04MTEG : I Te*u 5 a 7 ____ ­ ------ _. ­­­ -..-. - .. -,- - ------. - --- ____ _ -_ ., . - _1 -_ .550, -72, I Ls*_., 10 it*- I 1 'p. 1 . Isi w a A. i t 2, - � 4 -.1. ­­_ � -_ io ------ ___­____.___ 12 -, OR Ifts I . 1 ­3 0. -4a - 0 - I - ­ 1 ./2 -_i4 61.,,W,�ff- j a. I a To --t 7 - 90MI) W/ 1/4'.-MI, 3% VA & WINOW At VOUNAP & oftrINTITH ff PANII- MAXIMUM A.S.D. DES19H PRESSUR RATING (padj ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (J� & U INSTALLATIONS INTO EASTING CONCRETE A CONCRETE BLOCK STRUCTURE tA%LM ONLY FOR PANELSID& ONSTALLATIONS AS PER MCTK)NS I TRITE 7. ON SHEETS 4 A 5) _ __ I MAXTUOU AS MPUVUM ANTAHOPS 911*0Rc 1OR to - j 1/2' - I ", _______ ______ __­___ __ ­ ­_­ ­­___­'_­--' --­-_­ -'--------'-L --­ ­­­ � I To I C, _ �_CA; _. APPI CAMU � T,;�XTN AANOMT?r `nAM1 0 UNNET.Tr FkLo, SMKRG IF A � mAxa&Lu PAHMI I . ­ TO - ---m - ---To- I.. ANY CO,NmAA.oN � trNOTH v (".) i A.1w. (... I To P-coecostor _4��If I.-oo." � Cow -Am 10 to �n co�ftn m CONCRETITc.-Rom o, I," PRESSURIE a'. SLOCT, OID, , BLOC, � � __ - ..-. . I 1. .... -1 ,t/,. -_ -.-- 1. ____ .. I a, I ./� N!A ; ./A 6 ./, ATIA I (TOP) � - - __ I- I --------- ­ . , - _ __ - I _­_ - - __ - __ __ - ­ __ --­ ­­: V 6' N/A 1 .,. .- 1 IT. v .. IT I (morro,M) I - _­ t­ ­ ­ r -1,� .-.I--,.- A. '. _ ... I_" - IT_ ./A -1- .,A TT .- - f - -_ -_ - --- ____ _W/� -1 j N/A _ __ I N/A i I (TOP) _ __ - - .. - _ ,._.__.___ .."­ .� ____ - f,.___ : __ ­1 * -_ N/. -;T- 1, -k-,'-A-- ­ ----- �� N/A - ./I N/' ". A � 1 2 (BOTTOM) ___'__1_______ - 4--'� - .. .__._1'--- 4 -- - -- ----.i _... ­_ -..-- — - �555, -7JQ or j N/A VA '/' a' I H/� e j MIA - __ ---- t----.----- ______t -1/1 , . I ­ -1 .1 -1 . - __ -.-- ; - ­_ - 1 3 A, 4 (TOP) Y-S. OR 'ES, I';-.--!-.--.- ___ I 00 LESS '. :* - � . 1. 6. v ./A 1 6 1 r 3 (110"am) I . _____4­__ ­ - __ -- - ____ I ./A M/A 11 N/A Ft. _1 - -_ _­ -a, . ---t - --,;-- - i�--­ -/-A- --- - - -- . ". I ­_'O I N/A � -i __ __ _____� N 7 mr) i 1 --- - --- +- ----- - - - - -.-- - .- '. - __�_ - ­__ 11, ,/A It' I - .7 �.__& " w7__-j_ , - ­ " . .1 �.- _ _ _ _ j__ ___ __ __ __ -4-"-�'--��'-'-'-----F-'-''1-'.�-L--- - � - -_ �_ _1__­ - - - � - � . I .-"-., � . I I ./A I H/A 12 1112' 1 6 I/,- , IT , 6 )/.* I 6 ,/.. 1 6 ,/.. 07, 1'� 5 (Top/wrlw i _. SEE SNIXIS IP I. 1w INCHORT TYPE, . SRUCTNT; FOR YNSTALLAFFON' wo wow MAW INALONG MINNUM AWHOR SPAC*W% AND MINFLAM COX DISTANCE Aft "KAYM OFT THIS SCY"Ut MR to LEM "ON INTICATIOD ON SONEDITLE REITICIE ANONDIT SP14M By WAlftesk) SPACM PKAFT4 ON KIEOJLC NY INE FOLICTUNK; FACTORS FDA Des OPERATOR 10 K POSSTIU. ROOM STRONG wKwo UWNG FACTOR Stmu, HOT BE 1"S THAR ..-. R,Romc Pq%PQFIFb M4 LAP I INCH)" - 11 _eOft LEMEW - mom Impt 1/4*0 ,/.-. '/IV. 1/41. 1/4-. I^.. 41004tN't, Is"POR D` _w %i. -i ­ Noto-art 00" T.0 A. I IN* . . - ­ - I - vacawtw�o 3 F 3 � '/' I 0 \,��5'k'.. :.. I!141,?% 1 - I . - ­­ ._­1. - ,; - " .. ) � - - ,3_.__.3 T 311, I, P' -?� ' . . ,� .. .. ., Post— �— I - .j - '�\CEN - ... � � --- I- - ______ I..--- i - Se FLORIDA SUIT ING - - FT— i5w�11M.00_ A 3' `­_­'�i _-F-v4 . -1 ., - . CODE (Wqh Velocity Hur tons Zone) ADM RA OM I FAMM 1 .: No. 4167 '. Am?v mmm. - I I . __�__ = I . ,= 20 GAGE GALVANIZED STEEL SIORM PANEL- DOMMIN ITY ! * � - I -,* I ____ ___ - ­_­ 1-1 _. � . _­ 1. I z I -IV.- ­­_­ , 1/1'. _ - -6.0- i -*.. ,.,�- _2��, 1­o� - - IS 5'.. S Ii .-- � _'_�L I \" GLO "t"N/es's ­ '__F_ ­ L,."-Ir DAL PROTECTION PRODUCTS. LLC. DATE; , In. - � J__, 7, - -, iz,� , LD�,,., ­"�,K IILIECOIIIC�� \ - 1­ - ­ ,I,, ��. 1i iii .am S.- 51 Slow - � .- n "I 4.1 A ... , " TUNK. FT wl. -176 V. I . Me, . .t,_ — — . ... Hms­�. "s, (ste,pus-am 20 - OPW - - CURIR­­ ---------- T-­--T-.7-.r- V� CA_RODS, I. .. - iii�� DKAURD A. W4/9TP4AAft/oAn - I T -I. A. tm�ff . I-T, -1 I I + - 111.� ,,, , - V _%`­���_, - I "P . 0 me SHEET NO. SH 1 . 1, -------- -------- ;/ , 10 . S/V IQ" ITRASS "HING PTF WSIALLATION DETAILS FOR REGULAR PANELS,,! A J __ __ - -- -7 L- /:,*- 2w* SS us, Is IT I/C 0 C, T've - PAMEL LINGTHIL LM To !F-0' AND 6 1/4' D.C. " OR To W-a' MR, OR #I.- 0 INTO EXISTING WOOD STRUCTURES _ __- ­- ,, 1 1 ,�, I LENGTH$ "FIXIC FEMALE fO OR PANDLUATTE PLAA IN IF 1/2* 0 f WIN 1 1/2' ut,I THREADED FTWRA TO HEADER MP ALI ITHOTINS Ve - _-4. �� - T = , - I ­ 1_t____ ___ I I " , � -T----t-- - 'r , ­­­­­�. � I 11, F. .- . .-- - , I I , �(,-. ,Ao PONve; *....,*4 � . = 2w*.X­ i 11 I I , I � t - , I- ,-- ­ -4 , I !I I E-+- , . It 1 o, I ... I I .j _.:6 I._ _'. ,_ i I . - I' i"n"p,*— to' I------ I I � . �1 ; I � I , -r- � �;W­ *mom I I , �_ ,- . ill : . I 1 , I Ii, . - --r- : , EQ) , r I ­­_ ­ -_ I i J� --- - ---- 4 1 Fof - I : r ��, )F1 . � � if 1-1� __ 4i) -, E. 0 O! , Ec� I L4 1 1 � 1 r , 6 I 1 ��;, �-- � - 1) - - i 0000 .- , I : : I i : i i !'REPTAM's i l I � � v RETTIUMET, I � �__4­1 ) v -_ � mvaLUtrR I .,4- I -HEADER � Atoximma, A. I : I_- , ___ __ I ___ ,,.I � � I - i ALTERNATIVE t ALTERNATIVE 2 --I-- � __ - .1-1 � __ _1 _____ _­_L_j � SCOA F 3/9-1- SCALE 318-1 - i .. �­ I I I .... � ------- ­­_­ I - . I --- , I ­_ - � ,4 I __T4_ I I I ut 9C.01" ON UNEET a I I I I � I iia sr.TDuLr I O,, Sew 8 - . � MR .1, UPARATION � I . 11 . : I � 'On - 10 SvpAU"oN .# I 0,A61 1/1"Wr I , ! I I 'm , , I I i at, i � : ' I 7 1� I 70 (FLATS - I � 1 � 1 . I, "T.0 I 'm � I - AIV-- -r _ -,-,-- ,_ 11 -1 I I ; _­ - C - i - I To� I � t ,I I -.,--.,. --- -_ ED , r I I - 11 6 I 1,;.. ... � - ­7 � ; 7 ta7l ____ I � I 1; -1 ��. �_. ____ OR EQ' I i� - , I to I I I - - ro I I I : � F_ raq ___ , - -j L " 1 , It - -I------ �_ _� I - -----i, , ij , lir I EQ; ____ ,--- ­ � - I I , ­ , , � � EQ: " t'. _ !, - I t - z _�!'F;L_l �\ I i It , i - ­ I I I A14KA"t" I I i � I/.' ,&.. S/ 'DIND DFUS15 OV16104 �___ W/ ,/.' -20.2' S t US 0 6 I/C 0 C TO. APPLE UNVITHS 11 ED 5.-Cr AND 4 . ! I I I I L '� 1-1. IM \,-q) ; ; - - I i 1_� ­w � 1 _L_j__. -1 I , I '.... It !I, �� . " , MR .,m U, To .,..., MR, .,,,#,. TO eAREU21 mmAu 0 ON i I � �_. � " i �, PAXEIMATE RTIA 0 IF qa. 0 T, FRIT, I I/ AT, ­TAIND I NITTAllow .I I I V. .cAvP% 0 A;t� ,1�t RUNIM" n ALTERNATIVE SW ALTERNATIVE 1 1 � .-L-4. U, &;,�, H OF MUM MODD PLATE MA ALL Im" Up TO TV_e - - i 1'41=11 � I I i I � i :,! . MoRate . Mun, SCALE �/#I­ - LTERNATIVE Sew 1/8-1, FRA% DIRECT g0flilgG INSTALLATIO BUILD -OUT - - --- Mou"MG _'NSTALLATION CONNONS A WHO! Logalows NOTE SHUTTER TRACKS NOT SHOWN 'OR CLARITY ALIMMARYL-M SCALE 3/8.,- SCAT E .�/O­ * h=* Y0,011HUNN" - T, L*, !_ It 1. INSlAUATI?NS ARE ONLY vAwD FOR BUiLDIFICS WITH A.S.D DESIGN LOADS ... ....... UP TO 55 5, -712 0 PSF A140 PANEL'S LENGTH UP TO W-S" . ,1*14p," . FLORIDA BUILDING CODE (1419h Veloclit Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCHON. *000 MEMBERS 70 BE SOUTHEAN 2 : - Z A 6 - I'mo 'Twoo. � I PINE NO, 2, w/ spronr DFNsiry OF o�ss OR rOUAL . : to. * I = . - 20 GAGE GALVANIZED STEEL 11"I", I , i I- -"-- Z,N.: ­ I ii4 , '. 51 of ­ , __ �_ - 1. , I -;Qq�,--, I _\ / 111LIECO. NO , ____1__­_ GLOBAL PROTECTIO IN PRODUCTS, 1i Rt"' TPOIE Top & .0T1:=N1G1E_"CA�N,aU,111 I Frt pk%�)`F,47,f'�R,,;��, , � TILLIt TEST'se a �owrom� COMPAPI, Wme.. � � 5, NPNEAYT ""' "'S "' nAYpRN_V.7 1 2 0 -176 COMBINED IN ANY WAY 10 SIXT ANY , " 1 1 . , - A, FNAUFNUMP�R. .1. - O.Rittt_ - OURPH­1 PHONE. Ift. 1.4 Res - 7m. ---I ---- INSTALLATION - "`FAN# "I"VATE x.,-SRNNAnw/DAIr 1i -MA C,_'w". I 11 Att-I m .# - t -,-. i N _==T=T__­ -NP __ YLoHr�1.TLLT` v. # , , - .4n: - " I I I ___ --,------- MMIMUM A.S.D. DESIGN PRESSURE RATINQ (2.3d.) AND CORRESEONDING MAXIM M ANCHOR SPACING SCHEDULE FOR REGULAR SIQRM PANELS(j,')& f& INSTALLA11110 INTO EXISTING CONCRETE & C9H _5TRUCTURES (VALID ONLY FOR Pmcs (DAc @ INSTALLATIONS AS PER SECTIONS I THIN I 0. ON SNETFS 4� 5 & 6) � \ - - A MA -WIM _. __ - ­ ­_ - __ -pucAkk 10 S D OFS" TAPCOM I z ... TAJ`_O`H` TALK _,N FAREL"Alt ITTWE To PANEIMATE PLUS MR) SET N _.­_­_­.... ­ ___­ � ___._ ­_ --- -_ - ­ i _­___­__ TO To SECDOPOS IT TA MARTRU4 PANEL PRESSURE to I TO ­_'T ­,� --'-' _-___'-__-__-­__'___ _T­ - ---' AN, DOUNAMO,`D" wuilw %, (.-I / R,,441 10 CONCRETE COMORM CONCRETE I CONCRETE to CONCRImr; C0.04m 10 COWEPTIF ,_ CONCRETE or THEM I BLOC. AL DER i aux. � To co'c'" i -EYE To ,--I 'a I'D e "C' BLOC, .41 4 (P.0 i BLOCK I I.., - ...".. 1. 1, - , - N/A A S' f, /A I t�A___ � ...­___._. ­_­ _-1-1.�­"VA.1- ,--_, A _ _ �/ 6 N LS I _ _ _ . __ _ I 1. / - '�_ ) .1___,_,___T --- �,_,,_, - - � . ­_ - ­_... -.-- ! 11 _ __L YA -_ - - '_ -00;'.)- - IN I,' 1 4' __ - - N/A N/A 11* �__ 1 6" 1 6- N/A I N/A I (BOTTOM) �. --- __ .---i---!�-,..,.--!�-�,-.--�-------- ___ --..----- __ _,_-_ ______.__ . I ____t _____ - ____ . I _j C 6 1 N�A 6' 1 N/A 6' /A 6" ! N/A /A . ___L__YA � __ ___YA __ - ___ ___ - - - I __ � , i__ -11, __ N 1 N/A 2 (TOP) ..., ­4 - - ___ - 11 .- ­ ­ I- -1 - --- - ---- I � __ - _ - - - __ I - _ __ = 6 Ile .... 6* _ ] IZIA 11 ,�, 6. NIA 5" � N/A 5 . I N/A N/A N/A 2 (BOTTOM) ""It C _ _ _ � __ ___�Tk 'A � � - _4- ___ ­_ - _ � _ �- __ i N/A ­B-____1 - -N/A_ N/,_A I __ _____ ,555, -720 6* N/A N/A N/A 6 . N/A ". - - �_ __ - __ .- - - I i N/4 3 & 4 (TOP) >T-S' TO 8­8" ..; C - OR LESS _ b. - 4 . U/ . I _ _ .--- _ __ _ _ .- � ­ ­_ �_ ____­__­.____ f__ - - ­ -_ 0 _ ­ - � _______ - ___A. N/A 6. __ - b.- - 6 . i a. 6* i 6' N N/A 3 (BOTTOM) . z"r; - . .- .. 11 � I . ­­ I - ----..-I____ ___��A_i___ - - __ _ - .r cc f i N/A NIA I N­/ A 6'_ N/A 6- 1 N/A 6- I N/A N/A N/A 7 (TOP) --cc . _ __ ,_ - - I_ ___ - _ ___ ----- i ____ - - ______ - -------------- -_4._ - --___ ___ ­ ___,__ - ____ _.______I ____ - - __ - - - - - - I . 4. NIA , N/A G . 1 6* t &- � 6. 6- _ �, 6 , N/A t N/A 4�& 7 (BOTTOM) x --..-. _.... ­_ * -- - L ­ ­ ­1 f _- -­­ __­ __ - - ­ ___ ___ t --­ - - __ .. ­1 I - __ _ __L_ __­ L- _ __ w " 11 i N/ - i2 ,/2 (i 1/4- 1 6 1/.� 1 6 I/" 6 I/.- i - N/A t; N/A A '2 112- 1 5 1/4 1 � 6 1/4 N/A i , S (TOP/bOrTOM) I 4 Cu . +50.0. _513 N/A N/A 12 1/2' i 6 1/4- 12 /2- 1 6 1/4- 6 1/4" j 6 1/4- 6 1/4- 1 a 1/4- N/A j H/A 6 (TOP/901TOM) ,8`-8* TO il'-2* C= ..... . I i . 6 1/4' 1 N/A ' 1; +56mO* �72m() N/A N/A , 6 1/4' ! N/A 6 1/4. l 6 1/4- 6 T/4- � & 1/4- N/A I NIA 0 (IOP/W)TTOM) >8'-B" TO ll'-2' = - _ - N/A N/A I N/A N/ N/A � ./A a 1/4, i I 1/4' 6 114- � 6 1 /4. Ei. g 'O (TOP) .!- ___ --------- __ __ r7/_A_7 -.--4--- ­­ --------L_- - -- - ---- -4-- -- - --,--,.----,, - _. ::1. . 6 . _N�A I N N/A N/A NIA � N/A 6- � 6- ___ 6 1/4' � 6 1 t4' 8 (130TIOM) I _ _t ---. /A _ I ____ N/A N/ _ N/A � N/A I ------ _ ' .43.3. -480 t'-'_,�/_.�--_.-..-_- ___ .4-- _ OR LESS -'----- --- - 12'-A" OR LESS = __­_ ___ ____ I - ­ O* _J.__!�_, I - 9 (THOTIOM) 3 __ �_ -) I N/A j N/A _ I _---rz _�� TTOMI N/A NIA C 1/4' ! 6 1/4- 1 6 10 ( I /A I N/A - ]- - * __ _1 __ __ - - I- - - - , I - -7-f- - -.-- _t_ -,- ___ - ' - - 6' 4 N A ._4__11;A t,;4 ' 1 1/4-- __ _j a S 2 f ANCHORS TYPE A, SPACING MA SWAL Sit SHEETS I D, 17 AND I "WNS INTO Woo FRAME BIRLD'Ho WRFMDU ANCeo" SPACTNITS AN MINIMUM n" DISTANCE Aft WOCATIED OR THIS SCHEDULE to* to LESS THAN NWAtED 04 SCHLDDU REDUCE MC"OR SPX" NY MM-t-O SPACTUO SHOWN ON SCHEDULE In let FDLLMNI FACTORS FOR TIRS OPERATOR TO OF POSSAM.t. REDUCED SPACM M.Nt* A.0 I.CIOA SHIA" NM BE LESS THAN MT4TMUU1 STNFTAND T%DFCATD " Me ANCHOR TYPE AT ANCHORS LEGEND Ammm "K ,/.*. I /.,. 1/4 1/0. 1/4-. ,/O-. __ - ­­ __ ,.-.-.. oPPNP . TAF-am, =i. P`F=�­ mx- 60LAD- W ."w".441"N" �Sl, __ - MR, .,Kma WhOw 1.� 3 3 1 3 1 1/2 1 . " �� L N _..__._1­___ __ .1 ___ __ " - J _T__ - - -i ------ ;-,----- e_%�. .. vvrii, . :s, ..­­ iOPeP1vw 0.) - - I � � - ­;;i .____1___­_ __ - - .1 .. e I., I I__I i-emU-sUP, I.) ____3 - - - 3- - - 3-1;7f � 1�7 . , 'r. ;? .` I - FLORIDA BUILDING CODE (High VeLocity Hurricane Zone) AMA ta DOWN ]EAC10111 FT * ..?OPFP TIMM. WC ! I p ta I . NO. 4167 '. 1 20 GAGE GALVANIZED STEEL STORM PANEL , - * � IN I WAN In. ­ .1 ­­­i.1',K - ! = * � ___ i *1 ( , 2 I? - - - . .. �__ - - , 0`/w2wo _ . \ (i L PROTECTION PRODUCTS. Ili DATE 'J)� , IECOinc 004) & 5, $low - - I - , ._ .. _� �_/-�,,­,�K> iortarwo J, EARN DAW. "L ,,1111 _j Do - 0 . -, C?<:. - - 11111. � - �- 1. - ­ --- . - _. � -36 ... - 11 / - I . :- -, To 'm ", ey - - _ �. " IM14- - � __ - __ - __ - _ & . I I- 11� - - . .. . -1 .11 ,,t r _,_ . , - � ___ -_ _- � -I' - I- - I- ` - I - t - __ . - . . v - .. . " __', M­ PHRWL (*S`wQ_IbQk F., (90.4,19-WN, 20-176 1 L 1­;�.- .-' --.-- - RwD.:7=' - LRA) ­­ . - - BRUHN(; NP FIMNUI - _�_ - _ -F, %A,FEP A, DELFT .. C ___m I - - , ; a . I.* , 0 I 0100 E. SLAVS�OMUMIARVDAIJ C, oom!v ­_­___ Elpow LR 1 ,.'u;F �� , - I - I . I F_4� . - INSTALLATION ,- DETAILS-T-OR-MUIAR-PANE (J) A AA � I 11NIg-EXISTING WOOD STRUCTURES 1. ,;- i --.-..-- _.____,!, I . ", PIN � _____.__.___;, I i I I � I I , r __­_ ��, ­_­ I," � - � 1" E, IX TO 1�1 I Wow MR _ T­­ LmStRA, WOOD "CAM" I . EXMIINr WOOD HEADER t . RIDU1414 f--- - ______ � rkITrwc WOOD .rAuc" I . � I � �, ( . ! I I � : �, i I I 'i I I . � � ... . I . . 1 � 'I I I 1:11�___ I I ==-. I I I I -11 I I ,_ - ` ' I r 1 ;-.-*-. � , . I I I � " I 1/1, 3/3r I Iramm 1�"� I � ; LLL ! � : : 11 ! - I "O"""', . I/., .0 I " ", . I � I , . ,/., ac i � 7� - FRI 0 - - - 6 ,/.. .0 . WOOD - ARE " I '�' L '�' REOU04 , , I - ij , WOOD NEADER . REQUIRED � , ,,, � " I - " I ! I " I MI.- - Lr- �� I �,] ; . I , 1 1 —,I-.-- , I (11 �,_____ i .� � , j J. ­_ : � - ­1 I_ _ . I ­ L5�'�ij 1 � 4 I -, I , � _�L I , , I . I I - 01 ,.��� L � � !, I W S,10twur OR J, SHEET 0 i 1 I I - 1, NFULE14 , , � I - ... I SCI St'" ON � i sen"o 4 ON Me. SEPARA � TO GIANTS i I ; � ) W UpAmm" to QLAST, I : , I I lo� ­ UPARAY" . 1 I._3 ; . � I I . mo.� PARE, LEW" I . M­�'PAHFI LrFKTP� I ' M­,,PANtL LF.1"I ; � ; SEE .O,k 1) I , /.,.- m,* '. ,I "': ,.,.; i M,-.%;AT 1 i IT "... ITT. FS 'il, I I ), 3/32* RAW WETT i " IEYR�l 'i"', A I NOTE 1) , A'. -.." � . j� , IT NOTE I � i T .1 I � !/.X.,�; ,,02 . 0 MR, INFIX- 1. , , I I I . 1 I i MAI, O~ I I I I � : I . I - I I t t I . . I - I � � : i - I I L , i I � i � . I "" : : ; OF 'I' I � I . 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I SCALE 3/3-t* DIRFCT ME ,?VNNPQ ASTALLATION DIRECT t f& p MOUNT Aihw INSTALLATION NOTE T SCAIr I/r. I - SCALE 3/5. 1, 1. TNSTALEATION' FOR AtTERNATIVIES BUT. 9W & IOW ON1,Y VALID FOR � BUILDINGS WITH A DESIGN LOADS UP TO -48.0 AND ,vol,110111440"', -SO PAN EL's UP TO t2 ' +43.8. Ott .�� , �, �:..!�! �7;X LENGTH -4*' 2. FOR NEW WOOD FRAME ONTSTPUCIONGWOOD j MEMBERS TO BE SOUTHERN , - 4p6-. - * - - - T ", PINE No. 2. W1 SPECIFIC OCNSI", OF 55 OR [DUAL. :��$ . ,�&ENS,r . , FLORIDA BUILDING CODE (High Velocity MR, leans Zone) - I " . NOTE FOR COMBINATION OF SECTJONS� = �; No. 41 ... I E , * POON ILI= - 20 GAGE SALYA041ZED STEEL STORM PANEL 11 - : - z '. * = - NY - IOP & BOTTOM MOUNTINM CAN BE COMBINED Ili ANY WAN TO SUIT ANY I III . : - - * -- - , ST E o; ,.:Ae4,_p_ �_-__ _­, �- , I 1p? ,�,-. ­­­ GLOBAL PROTECTION PRODUCTS. LLC. I 11LIECO... \ ""' " NYC INSTAL]LATION ", "'t Ro" - 1� /-2..PZ- I - 4 " y 4900 &I. 51 $10W . ­r In'" oter_ ". W.. - - , , , U, to (ft." -.IV Ass, ... - .. - Peoelt IOU, - ,� 20-176 . 11',',� ./- ";- . I .- Fill ...... V..", RLIDAR 'm - (M`eA`=.;,. 'UH).11-1.1 -_.�i,__�' - I I ' - . 7 �d "'"', I_ . RAUTTRA TILUT 11. FT : _-,� �---J�Jseml 'LORTY, LK, I ,.HF, , . � _ Ir or n I -4-0 0) a) r- — 7 0 0 > r- = 2 2 -1-a _0 a) C:)- = 0 a) CD_ 0 " C cu -0 a- - 0)-§-- a) w 0 — W tz! C = Cu - a) -2 0 . -0 C 0 E a) 0 q -2 3: C a 0 U- — Cu ,;= "_ Cu 0 - Lo -0 E a) L_ D ii a) " -&--, C�L P. . Cn 12 "o lu Ca. 4 1E cp __# -C C L_ �— -0 . — Cf) < - ____ = I cc PC_ w = = CC To I L� 15 " m �_ _C3 4 I z z w mi ---�-'-----��--------'--�—'L-'�--.- -,- - CONCRIFT �FKFRS CONMIL ANCHM _____FOA co.mlt ANCHDRS ft IcHUDIA f ON 10011 1. ------.,--.-- - AtTERNAIT - (SEE wetou" ON __ � , (SEE sce"uLl ON __ ,� 'M WOOD SCHER $a SECTXX, ON V4111 is ( I �__ ( 1 - .-I ALTETEC�,� (T " Y_ I , , (_ " I tOCATION ,-�J-� 1�1, - ww \ �ftv "? � I,- F*11. 2�&3 I=W/15 , TION _ ,.� __ _. 11, . \ \ . "_ V4, W4, 3/4 OR 4/4 1. 2 & IW/15 _. _ 1_ -1 AT 1. - ­ At END PANEL T`,� INSIALLATIO.. DETAILS FOR QEBQX--jU FOR UEE SAFETY STORM PANEL SYSTEM . POORID CONCRETE! �1_ . 711i --- I - - . 12, "I'll, L . . . . . . . . —, - - -.-,- STUDS a EVERY '. - ... L _A-1- I -F"-- - - __v___­_ VCR LAG SCREWS IN --.-,-., I , . I j ` .1 1. . , I T__ � (12 414�2 oA'LcW) i , I � - sTm Wom MATTER - - " 1 5oo" .. _ _ I: I � T r--- -- --- I IN16 EX151ING WOOD STRUCTURES j . �4::,�-"-�LF-10-0�-1/��-..----..---.--�.. — IT* o ." . - K "to ,. _­4_---_ 25o 1 ______ . - - - ­ ­- -. -- -1 i _', - � 1- ­ TO /2 ­ THREADED PENI TION 4 � t � T I I I I . I t I L- - RML.`M 1\ 1 � ! 11 I I ! � l , I i � i i I 1 1� . ­ . . ­ ­ "---- 2 : --A, I ", :! .- ­ 1. I OP'K . I I 1 1 1 1 t-t-t 1 l- I i * - - -*--, I , ! - I I - __ - . __4 - I V6- M. (CASE ;) I � - _� i ---. I (n 11_­,.__T__�� TT� . ­­j___­_1 J.211" \ I _ _! _ __ __ �. _ , , ... �', k T i m..Ev cONCRI't I I , - - _1 t _T " - -.1[7 1 � I I ! I I I ! I , . I - , � _-La I � � I I 1 � :, � i I I � I � I 1 ", 1 , , .. �_ - (CF4FE 1�) ; - i ., . _ _�_ __ f- - � § I , , - I � 1 1 1 ) : , I 1 1 1 ; __ _T_ __[ T � ' a __ I I , I I ; i I I I I r � , � - � ,] � I I -+-a .. L I" I i , , I �� 1 1 ! � OVE LAP I + ..j � i . I 411, 4 L. (1) � I , , , � I ; I L I � 11 i � STUDI� D LNI:RY , � �w � � i i - � � � ; . 'I IL : I i, I.. I , , , � �_l __ �___ __ I'-- t � . I I I i I ; � 11 - f I _. I I i � 1 __�___ 11 � L �_f��_ ` I -1 I � - I ; ! i , , , I I I I � � ,D PAWL i i I i I I 1. t ! ; .1 a) a) t_%[I SCHRvAt OA_ 1 1 rut X.mna o­, z ; ! wm� P�� � (1-YETINNY' ITUTELT � � 1�0464'PAP06I) � � IIIIIERTOR PANEL) ENO �, � i 1i ; i � . I I ! , , ­ ...- - --- __ -1 � i 'fie sEPAR, � , I I 11 - . rS'C;1RAI1O. I , �1 I � I I � � . I I 1 1 ! ! i 1 1 1 � I i -,� ; i � 4 ____'21 co� = I'm WE i - I \i I I I ( PA4L) � ! ' ' I TO MAS5 R IFORT ,ro,�T' % � I I � l i I ! I I I I I �, i _� I I � I � 1 " - ,_ 4m@mwwm NR� I '� I � �._� ,� 't , - � ..f- I �� ... I � , � (12 4 --- � I - ­1� -- �, I : - I f ( . 1, . � . I t i i i � i i F I � I ,I i l , 7 1 1 [ 1 ! , , I , . I � , � , , 1 1 Er � 12, O C ) i ; ; I � i � ' ___ g.A32' I � - I - . I i I 1 ' " ' , ' ' to ___ 4, r1TRF 6 A � I 11 ­_L'L.______ i "t 1 � , L I I OR _1L___ -L- - ­ � - _%_ I— . 1z -11 .1 I I � 1 � 1,3�i , , 1 1 I I � I 1 1 (�., � � I I r -� - ; ! �� I* (HIS) ftlt- ��_­_ ' - 1 �� '. , ; I �__ ==­ /2' 1) C i ___ _, . "F � :_-I- - -4 =�� - -_ ­t -­ , " ! , , . to I , i ____` - ____�' $E'D IN IT ' _. __­T_ 'I..."* U.Cess ! 1 � ! � : I � __ 7, -_ �,,, 7 � ,_ IN � CND� � ` � � "! .. , ­_ U =1777"%,�'�j - ­ 'r 4, � I 1 � i � , - 4 . . , I 17 - ' 711� 1 , ro - 'I -p-10 U) ­ _T I ., I,- SEE Stt oQ PmEk - END PANEL TEFICTR PANELN- PANEL � - 1 1 - A $/"_ _ (CASF ,) /,I ­­ i ! I . � ! i : I Pe� �- 3. � SCHEIT I SCHEDULE i I ". .___ �' I/e, - � . . 5 1 ! 1 1 I FOR Mo. ­ - MR M.. (SEE OTT 1/1.) pp q "./IT*,.T'/ "Tow I . 4 1 . I !,! :; I I I i I -, 3- ­ J2 TOR �_ #2 FOR L- I / , I � , - � SO - ';TIMMI� , $ i � l � @ OR C7 �-/ #I ol L, - -- INTENT - -/ , /4' . sc-EmE I SCHEDULE I '. V.PTITO I i 3- Ml",",,.`� I ,;4211, , , . MOTION ANCHOR i (Sit � r I i i i I 7 r , : . OFT DIRECT MOUNT SPACW. SPACING � ANCHOR "'L AFFC'CA � I , I Cu I - 11 I I I ; 11 I I I 1 , , (�� OFT, 4_8� SPACING SPACING _. I : I 71, I I � i � � 1 , � 1 : i i , � l, 4 1 17 IT i � � i I :1 i I I � *_ _- I I - v-3, ute - L--.-- L---- "--I* Mie ­ ______ __ � - -- ---- ­1.11.. .. _1 __ ,'_-I � P, > � ; "AMMIF IOKATIOM ,tv Hr" : � ,� I i i , � � � I -­­,­­-­. --v -1 � C 'a I I I � � � 1 � EYND PARELA) . 4 ; � � I � ) DEIAIL 2 � E INSTALLATION ( ; 4 I#, - ; I i� i I I DETAIL I 11111 INSTALLAIION (APPLICABLE TO SCHEDULE I � ...,.-, - I I Ov.A 'p. � ! __ __1 x;1;z1rl1.* RY L_ 11 I I � � , ; � i ; � / '' ! �)_I,, (k, - - __ - 0 SCHEDULE 2) 1 � 0 : , Ef , - , SCALE 3/101 - I SCALE-- 3/1 6 - I* � / � � � ! i I � : ") rb 7r , ) STUD 0 12 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,. i D�t 1 i I � �;E:H.0 PART'%) I I I � I � 1 ifl, I j 1 1 I 1� T­p. � � ALTE&WIM-.2 j I i ! � � , A � l IA. 2'..) MAXIMUM A.S.D. DESIGN PRESSURE RA1ING_LLLfj_AhD MAXIMUM A-SX, DESIGN PRESSURE RATING (Ii ANQ CORRESPONDIN /.-.I. _etAl � 0_ I i f i 40 , w EANAIL ,mA,- C"""""' I 11) � I � 11 : I !I I I �T 1/', ,-,p D C � I 1 4 - / i ,"T It/ n �. E I OLDER HALL I � i - - - �ww ($a. i ,_ P 0 Y; I 2* 0C Cis. REOLUIED I I �, � L*A 2/4. 2" 3/4 OR 414 1. 2 &,IW/15 Lb.1, 2 & IW/15 .APPULMILL-ONIX UE=TQN1 -1--AL.' -.,NDIC&TLL-ft'S,-in-MELIY-904-ftbL� w ,(") R - - � -jk- U) "OODED CONCRETE j 11 I - , I I -, , .4f-l" t+. � - I I MAXIMUM PANEL LENGTH "LAP SCHEDUL , 10, ONCAM � I j .11 t- " 4j-H . � I �1 , , 1,� i - i i �, .1 - L 1' --! - T! I_ � - ' CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDUL9 AT (Ij FOR I , I i I . � � � + � INSTALLATIONS INTO CONCRETE & CONCRETE I K STRUCTURES u71x,Qm_Shw_I.1L � I "', 14 ;� : __ I � � , � � i � I i � I AITEATHATT LOCATION WE W14D.f I i � - i < � "WITAMC - MNUK,M W_ ! 0. wtv 1. . "' - � I , 1, I - ON U SAFETY PANEL . ��QiEULL.1-1--.-Ibc ML_h*Aa_CQwmQIi&_m1_&_w1T,OM lkz E-D.- �-I.L12:_1 (P�) 10 RLATS - I I I , � �[A W/No I'm SAFETY PANELS (SEEFE ) ;- MR - I I_ I I i __ - - --- i st"ARVION � I 4. i FHDIAAR PANEtS W/ OR w.El PAML ---' Wtr '%LOW __ A." TA`ODN a 10-Ow CALF- P.N(LMATT FEASUE 0 PANNIMAIT PLUS I A-" to -.0. .. 13A, i to OEF&i % , - - " __ ­ ­ T W/O REGIILAR TRACKS (scr Not (TISCH -TONS IF :, MAANFJM PAWL � I L /, 11 I I i i a �, - C � ., . - _� � , , � _- . - - LOCATION OF LAFE _10 I I .-- I _�__M:A i I � cc: I I I I l 0 1 , E I 1, To , to - i to � . 10 CONCRETE ED I.Z.-,, to � CHERVIL CONCRETE OF TRE. � , I : , , .L L . CONCRETE wHoft / .�, I I KL( " LAST PANEL S;��TO BE INSTALLED AS "W'S"As no,"m 'i camcATME I Cow-" I-P, I — —,I, ,I* In I LQ1 � , (D NEOLLE - - �, �. I I m a LIFE SAFETY PAWL O-UNTIO SHALL RAIIHO (­I� ---.:- I TILDE BLOCK cPK*m ,wR --l- 7.. SET SHEET 15 MIF 4110"ONTS TYPE A, SPACINO Me 013TIXTATIOXII NYC FIETTKY rATAME BUMID.N0 � I 4800�N*1.1- it =3 OTT ,,,. TP,11, '.) I , .1 ALWAYS K MED IN fft� a - -- ANCHOR SPACRICS 'ANY -TU CODE PITTANCE ARE .4-11A - IHS .OqU I OFT � EQ I A. o I !111L, RE,HAK IT - - ,.", I /A N/ . I ./A , AT 2 (Top) to It" H&H .0com ON SC.MNr mwt ..oUTA SpRoNP N, .Pnft,PP; sw� - - -0 . ,� CONCRE'l, 1. - M"%AAI OPTION IQ FACUTAT'E'" N� 11 N/A N ( I _ _. - ­111 �_�., ".!,*,.,�--.!!/�.----��-�,,�N��- -A- L" ­­ ­ ­­­­ - e i I .Q., SONMRL TO BE INSTALL . 7 s, _T I ��_ f 1 i o, I ____ _. - j � � �L . " _,� J'_�, C It -1.1 / , i . - '14 or STRUCT'JITE v - - _ � 9. 9. 9. Q. 9. o. 11, I (Rorl6m ME HOT BE LESS n" MUTROM V-.M , .IF ANCHOAS PANEL (1) & ', +",o, _12.0 5*-O" on kEss Smome ON'SCHEM .TOMNL MR �6 OPERATION To BE 'oTERBt I ­­.____ I (SEE J e - ._�_ I _ RE. ,,... r BY THE MtRUIND FAC A' ON " ... __ ,___­"_ OBTAINED TIMING FACTOR SAI '.) ­ - -ro.-- - - - __T_ - 1 El 2 ( op) "COCATIED Tom LAcH ANCHOR TYPE a ANCHORS 11cf.0 f 'wumm r, 0 TRUE, ELEVATION 6- - _�/A i N/A I N/A , 6- N/A 5- -N/A i� N/; T - .00O PIA I INSIALLATION SCALE .1/3w-.I- "'bo - 12 O - . . ­ .- . 51- o' to 7­6' I I i . � I afmwo L_ WALL MOUbIT NG MOUNTING INSTALLATION R 5' 1 Ti. 1 i;7- -I- owmwq 1/4�- ,/4-. 1;4. 1/.-. ,/.-. I t­ -V-�-F L, 1 1 �, I "I I ______ ____ __ - - - o' Ammm 71" . WOOD, , , j __ __!�.. __4.­­__. __ _f__ 9" , 1� t i , -;--I N/A ! N A - k i 6 ;/ "L 6. N/A 6. 1 �� 2TTIOPIF I Or � QALX_ � - ROOMPUM . I . _� 7 "' !!lUn I I � - I - SECTION 1 SCALE 3/8- - I- - SECTION 2 SCALE 1/8- - ,- , ci�* (1� A ., MR, - . I - - - --- --- -"-- - hus - . 1 J7'/'- - D" 190-9, ", - ­,56D -72o - _L__ - I li/7-_ - Ba OFT) _6� to a a MUL � � I.) _.13� 3 21/1 I __ ­_ N CIO o- - 11 \ il BF I r I 9- 6* i a' 11 6' 6' I _ � � 4" 1 9- ­ - ___ _,____L_ --- ----- NOTES- OK,UF1L.MF,L�t_1TO8M,FAM1_ 11STLIN INSIALLATIZN ; ON - . - ---- r7!'�- o") .1 $ 3 ­l___ _3­ � k7�"df_-N ; �; t -\./-,--\-//- '� 11�2_ L -_ -_ -_ - - - -_ - \ f LIFE SAFETY STORM PANEL CAN BE ILYATED AS AN END PANEL E�TR$T Go EAST PANEL) --- �­�Al -'s �__ - M`P_j T 3 3 'p 3 qj . - , , ���' C.PI ALTERNATIVE -3 ALTERNATIVE 4 L) a) OR AS AN INTERK)R PANEL (ANY PANEI LOCATION IN BETWEEN END PANELS� T), --- W-'� - . . . . so W, .,. I )-.4- IITAYT � Non q VE ;,, .. "eme ,,­ UG SCR C M/ I 1/2' 1IFE SAFETY PANELS I") OR MAY NOT BE INSTALLED ADJACENT TO RECv-AR PANELS .. :ircmwv,L._J._Z_ tifij ... ]FLOOR-mg)AT CONDITIONS -Al QQ:lJO4_'_L0_ ��j-IJ27_' I '12. - . .1 * THAILAOM Imeam'42. oft U) -- A,�b � , WL* # �/*' - FOR TDP - IMP,A) .9 - (SAUD 6 S* - nots W M "Lli APPUCABLE TO 2 In- I . . . 1/11 o .S/r Inea we'dA BOSTON,& `F/ ;/..._I.a. $1 .Is IN V oc CA �' UFF SAFETY "OR AN � TORM PANEL AS SECTION 113-1113 of%KFN ___­ ___ . :asECTIoNs A, MAXIMUM PANEL - , . Do . _4­ ­ __ "..._, Pwl,wn rIMUFF To op RAME CONDITIONS At ANCHOR LOCATION L. CoMpr ..- NY cov&PAOT rTm "t., (ft I ,wtolm 0#410, P I. WAX, 3/r - I' PER R jNENET . scAll 3/32-.I* PRM�RF __&A%7kL.___ - . To, LEN RAPIEWIT KUSIA*l R* 04 CIA ' '/2' - . ANDL ALLojP 11 CONSISTS OF 0039� GQVANIZED STEEL S I 1.11CADW KATE) ON IQ R`0 FROM ( ,F`%KrEi ET T2 OF DRAWING - I - w�/ OR W/o RrGuIAR IRAcKs ) SEE MOTT 1) .1 REROUTED THIS 0 HE REMOVED OR W51AILET) FROM THE INSIDE OF APO" �­?� MpAm CONCRETE CONCRETE OF THEM .,,�� ft I I `LATL NOT SH,PTEN tM.1 Not SHOPlet IM OARIT, STRUCTURE. , i�k Q41% ' "' " m $0,04 ... ��4�9�:Ll 5 1. . 3"_ - 4 'I" ______!� 112" _ � 2 (BOTTOM) 7`05, OR LESS , ** -1 ... ** ;:�...A "'.0.10PINA"A's 2 (FioroAt) ­ - 0.;L V\W .� _ 11.1111111 IOP I-. 1. BE COMPONENTOA, BOTTOM IRA(' -528 -660 4i N, TILt'q A 3 ,,Ft if. 1K TO ".",- 3' 1. 4 . 4 . 2 (aorom) 7*-6, OR LEss . .. Ij WALL MOUNTING INSTALLATIO = '. S. � ;TT ,*,,,I,, BE m , LELCI 2 OF THIS DRAWING ,� ... � 1�,r ­­ -F--.-.-. - ---TTI-�-. - 2 .. ` *, � -�I�---� L, 'Ir A. Lu PONENT Y BE INSTAL D WALL OR FLOOR MOUNTED T­O�LD*NC SECTIONS I & 4N,_ A. 7 ALTERNATIVE 1 , k.-`�0se`--.. �55 o �72 o ­_2­�/�­­ ______.. =(_­!�L _1`1' OR LESS ff ; No. 441b - 2 _S-­��i N , AS WELL It v . . ____ _. - . - * 1 VALE, va, . I* . '6 : \� ., - V *. , C2oDN THIS SHEET. As DETATLS I & 2 ON SHIDD 14 j" -% % FLORIDA BUILDING CODE (High Voliteity "Or icon* Zone) 1 '55Z -72 _, 1/2" 2 1/2* N/A N/A -6- TO FT - E * t. * : lf�-., = 2 : ­1 . _____ - ___ ___ 2 FLORIDA BUILDING CODE (High Velocity N., !cane Zone) 1. _ 1 2 (BOTTOM) >1' :),"It M!; .­ 2 - . I - 2 = . , _ 11 GJ ,�-,,-- .. 11 i : . .2M P'llor - I, 4 W. LEWH FOR COUtIGNIENTC)'s 15* z -,- ., _ _ - a .. i : t4o. I rLoRIDA BUILDING CODE (High Velocity mur IcCETT* zone)l M .1 Lt -. * z, -;_,�­T­ -j" ­ 3' 2 �acq_lom) 1>7'-6-, To $'-a' - o, ANCHOR SPAO PONEW (DANCMORAGE AT aorov IS ErvEN ON; = . No- .M" %`TC.. - 1,55.0 -72 0 , N/A 1 .12m r1qw. 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S IM'. . , 3 .. * i .. No.44167 '. I = *: - _.. * : �firl I MAXIMUM A.S.D I Me. PANE� LENGTH I : � .. ­­ ­ - - I FLORIDA BUILDING CODE (Hi2h Val"t Hurricane Zone) EIFSIG I L (ft ) I MINIMUM S[PARAIION ! PAN ... ...�ORIOILL'... , I.Mm. - 1 20 GAGI N PRESSURE (S� TO GL,kSS I CONDEET:6N .... ..... � ".. I G (1, S f�) _E SECTIONS) . - . _ __ .. 'IN I ___ c:, ... I / w/m/emill, ____�_ j I - ls"011 ".0, � , 11LIECOme. \ GLOBAL PROTECTION PRODUCTS, I.W. .11 - 55.0, - 72.0 8'-B" 2 3/4' 1 UNM TEO <1� I ) L. rfarn,as ta tMemmurawas CoUX. \ Peot .. S. SYRICIE! I I i . I _ . I, .1. "*' " "' - I ; __ OF aa, -I [MIMAR_�& to ($U)on-a.y 20-176 - PROL, ­1 .1XQ "I-L ! I - ------ - C._%.I�71 � . 11 .."'UMAIUME/0-Ir .4" � NO .. PC 'ff.��j�-%- ! _IT_ - ___ _ it� Lk, I 441py A ��-IXUCP I. ar, - ------- INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I .. . . � I- - �i f .. . .. " I . I r, -.- __ - -."L I , ... I ­­ ­....­'': ,-------I --- --- : � . I I I . 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I 1 `� I -I.., 11 "I � I I , , . � - j I - -I- _111 - . , __1 - 'It, tT==- L!L-j L , "L - i[T I'Ll - I , I I I I " 7� 1, ""' I W1 I I . , � I� "', I , I . --- t ­1 L�� _�, Z�_ � _r �111 I - - � - I t I I i I ____ -1� . : I i- , I Llwrl IWL i ,� � L � J., r - 1: I I � . I - WAAAXOT I : I ' � ! � � I L.ISIIW._� - SEPARATION I r l.cI ' - (WE ScHE - -I- (MOODRuatu - . I . W. G'Aw I .(`LAP` ; I : � .L. - "kAsS - TO - � I ; � .-r, , mTH ! - _r, 'I) - .. ISLE -71 1 WELCRO, . : i 'L* Mo. . (5rTP­U IFIOGTH - - 16) . NOLL I BELOW) . I i , I LLW11, I Pmf LHiOLT. fyw� � - OCKTATICAt � I . : ,I 1. 1=41 , I � - P-AAMON � . I "L _; 1. - I .tow, = , NC-, TO. L NOrk I Rkl(AVI C`­ASS - Em scietaI I � I � - 0611, 1,001"Al I . I . � . Ufol 10) 1 ,I.4_20.1, I i . UTIt, '$I ,1.-.-2O.,- ; I � � I is us W/ , . I . ss Us W/ , -0 . - : � � I '/aV., 3,/32'! I , 1 7/6" L � � I. .1"D ,,, � -.54. : I "NGOIZITS/32* � I - f , ; : ''.- , .1, 1 a . � I . I . , I I � . I . 0 . 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I i WE TON A' .DWI. (Itivactwo W/ STUD) r!CTAGGERED R/ STUD) P10;CIVI" MIN i I " .LoNI I L . -D� : , " PLATE . I I : I I I I T;)r THREADED I I OF FLAIF AT I Or PLA - I . * j=_ PLATE . I I .. ;gOT=, MNOW I I I. I ig;x- - 2 I CDC "' WALL UOU iaj�� rlATF iig;40 &MM%AF!6Zjjjjbtj2M WALL MOUNTING INWALLATION MPNG INSTALLATION WALL IMICILIN111 NSTALLATION VEMS�� ALTERNAUM aAw _ _9 I SCALE 3/8'.1, 0 AIM PANEL 0 REGULAR PANE a i��El_ SCALE 3/6.., - WALE 3/8--l- SCALE Vs*.-* ftoo ...'14011#1 I It'llia 4 � .. !!�74\ 11 -��, ..... Not- 7�a Set* . FLORIDA BUILDING CODE (High Velmily Huricame Zone) . I IRS ALLATIMiS ME MY VALID FOR BUILDINGS WITH AS I, COO, ,.,: *.., . , % - 72 0 PSOF AND PANELS LENGTH LP to 8 -11' . . % �P TO *55S. .� . No A Ab, � Plni - 1. . - I I, . . s, 1 20 GAGE GALVANIZED STEEL STORM PANEL CAPPON w � FOR NEW, wow FROM CON57RL,CTLON WOW WMW-RS IC *I ": , . I 1-­­­� - __ FINE W 2. W/ SP[CFlC DENSITY Or C" OR COULA. z . (St-- _,44- ',�-__ 11 - " - - __ ____ . .. SlAt -- - __ - I I 11LIECO... \ GLOBAL PROTECTION PRODUCTS, UC. M, - � ` %lo".. RL( m . V�, ,, �,,_, - `LRO & 51 S.", ­I� IN 'FULEr III; a ammiattimitio COUP. , "'s '" "". 20-176 -l"", !�Z;0� I M­ ­ A"-,.,. 14 (-)*W-on? "Zi. I . . .xr- , - .�=,,UO,lLt.I­k ORAvAL,i; . t - - __-, _�, "" , DI M, 6!�-;��,"_��.-� OULLIV . 110 1. PC a-4 -mm :Tz I . -in , � __ ------- . r,awal L� f ­67 1 F I . I . . �l-W" . --,-------------- RIES 29-00 & I 000 E-Z HANG STORM PANEL (SLaLF. 1/2-l') - 2 591' - - 15 196' (TOTAL WIDTH) - - 2.250* ---� ___._ 2 59 I' --- - 9. I - ,ti I/,- I25W (ErFECTPA *,,DTH; - I i� �;�? I , �2 250'­7 1 ��,S,�- I - 13- - I 14., - - I !So* - 11 ii I 11.11 I I I �Q' - , '.., 1,50o, i 0 � I, F - �:�Co. ,JP____t___." I ­(,'. 4 o75' it 2,5oc., -� I- o7b, If I / 11 , � , . r I A . . TYP 1, / I 1 c ", .� - = 3 5m, 1; li I ­ ! �� , 2 500, . /, 110"ID ' ,. . U \l. 2 ETS7. ="D =1 \ f DOE � - , I" - . ." C _ _ I ,,I.,* 11 I 2 744- � . llp \ I �! : V_' -' ' HIELLEMEED GKQ"1YwbG`=. \ % DETAIL A T 1_1�­ _�), - __� i �'. I EDGE \\. . /:� G-W ,-IV . / I, , J� 11 t 21TAIL A � \-,-.r / 4A IF 'I\-- 11 /�5- _p 1, 5� �__ __ I - I - ­ 35o­ , - I,Afr­_� I \� � IP-111, . "'P .6 25u, 2w 11 5'­ -2410------1 ��. T STORM PANEL : � ,1,470' . Q. . , T REVERSED "b" TRACK 1, " I � , . 1 E`Mr_-'5 rh:l ,IP . - - - ./.Iwwormf ,.-.-, I I .1 ! _r�1,250- �'l . ... I 254:1�1_1 __; I , , , � - .- I - I - -0m, I--,-' - , I b"V I ,,-I , I ,,, _� I , � I FoGa, I I � I , 10 : "/ ­�� , .,..- / : . �l 1� ,,- -_ L - � I I,- '25, � � 125' 1� 025o, -­ - . - - :1; I - - " 14WOED , , I � I - Q � ; 3 75o. I 11 .11 ! 1 , � I ! ! 1��, I I ISOMETRIC VIEW DETAIL 2fm. !I 2 ODIC)" ! i R 6 ENDS OF PANECS ! 1� I I 1 , ROONCAD CORNE 11 � 121' , ;a. 1 1 I : END LIP W1 HEMA'Ell EDGE . �l -_=_ _ 11 , , I.- , I L-- --.--.- -�_-_=� I '25 . (N I S) . .._=_ - . - I � * - - - 2 ODQ' J I �,,P) - 5' III.. (�D "J" TRAC (��) PANIEI�4WVMOEER (�) 2"W(Max.) ALUM, ANGLE 7 7 l2s' W61 -TIS AILIFY. ALLOY 'ji I � I ! i r ____=__= I .m., � I I i I ! I I A. � , , tvk , N ;, ... 1 1 751), i I I 1 C65- (I'D) . ....... � 1�i 1. -, LOSS" (T,p) _* , .. ,3r.Ellif �-'��%.��\ 1 i, �l '' : .: No Se .. ". I 1 �; .44167 * 1 i'------ I I -,L=---,, 11 *: .. . FLORIDA BUILDING COO[ (High Velocity NUT Icons Zone) .--- I .==_== r;- . - - . . : I - I - 3W - . � , TATE OF : .i,X`0 N-' - 21 GAGE GALVANIZED STEEL STORM PANEL 11 VL.... i * .: - VLAWA ON, f _3" Mo. -1 - � k - _. I _ _ - " .- ----.-- __ - _,� �?`- � � 1. "'- 0 ­ "� ; Al- I , \ GLOBAL PROTECTION PRODUCTS, LLC. ME, .�,�, 0 3"83"Wax.) ALUM, ANGLE 08 STOP BAR ,� I�N , _w7;0lZe. , " JILIECO... . -, Ot, snmw I I' LONG , 110.0"t. Iiio rivirrom 4 [Noomu� ~ TO 20-176 6063-T5 Alwm. ALLOY / I Mat.. RLA ., - - - PORPOL ,, _.. 'ME (6, N ft. wl. - MIR .I'.,- - Iasi f- "paa-", QUIRM; UOL . --le"a; WOON ­­ W� I - I- - I - Pf �/lPGAAF.AlLjMIL WALITta k RUff 11, I It. - . I . - Io'. -. I .,a, , - I . I ---,---+- `W`P` -� OR 3. . I INEALLATION DETAIL5 FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,; ,* YAK ANCHORS I., 4' TAPICOR ANCHORS Id 4' IMCCAl AW_4EWS I., 4o TAKON 44CHONS III 9, Do a 9, Do 0 11' Of; 0 9, OC POURED comickm I POURED COkCREtr Poulf" CONICII POURED COW CIE I .A CONCRIETE OR COLLOC"m 11 OR CONCRETE 11 00 CONCRETE R I 910C� RECURRED E c I OLD" REQUIRED .. BLOCK REQUIRM ! " BLOCK ACQUIRED - - , r -C: - f _C_ -, I (:-.-- , - - , 1 1/4 " , "" . �. , 1/1' 1 /4 - _ __ - - I ... ­­­ ­ ­ I %I.. , � 111P., D . "I I I ��� 11 -_ lit, I I ED$ I � , ED - 11 11 Co. ED. : I I , � . . . � (z + '. .. _-' I �fff`_ . CONT k ,�, - I � I _;i - * (L . � , (ART I � , J7 1 t I t i t :__� � -j -1 I I I I I ( :__­! (1, I--, li� :--. 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I i-� I/4'd­2O,j/4'SS M,S W1 j� I -- 4 1 1 __ __ � t� .- 'l/`LVf 2QI3/.lS.S III$ W/ ; 1 7/h'*.3/32' WIND NUT *&St" 1 /0-0.3/32- .40 NJT WASHER � 1 I -) � 1, I I 7/a'P ; 3/32*,WING NUT : t \ -7/6 0 . 3/32" TIMING ! 0 i2 1/2' C,L (BEYOND) 01 WAS.E 0 ,2 /2- O-C , "U"WASHER (WYOhtD) I t, 4' tAPC ANCHORS 1,4* TAK.Chl WHO" _J4" IAPCON A COORS, ' TAPC N � I _W 6 . t/21 OC 6 1/2' OC 4 /2- Or GI_ (STAILGERED W/ SIM) (Ft"L W/ Sw) O 4 1/2- OC POURED COW ; OuRro cokc*m POURLD CLINIC I! f�,URIEG CONCRETE Do cw*m I%OCO` 04 CONCRETE BLOCX OR CONCRETE BLOCK on COOLICIRM BLOCK RE ' REWIRED REQUIRED REOUIRED WALL QUILITING INSTALIATION WALL Wgj !ft ,,�LLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION Uo"'L SECTION 4A SECTION 48 #_ REGULAR_ ANEL 0 LIFE SAFETY PAN 0 REGULAR PANEL 2 LIFE SAFETY PANEL SCALE 3/8'-" SCALE 3/8--1 - SEAT 3/8--l- SCALE 3/8'.," SEE Ilem Ia & 20 FOR W�Htal` TYPE . OMOHCR 119% 1/4% SPOICTIG `OR UP W." eft 4,00C, . `APIPW m� aullumit; - � Ill"Ceall C-j I UPFOULt. MONOW VACINDS MIL -�. � -.------ -7- --- - __ - __ -- OVA OIPANCk AM FODWIED, OLY .4 - - i_!!!�,�t_l - -, . - I - - &CNEDULF Fop ED Lrss TO,OIAO �w�ID OIL, -a-- ToPPROA COUR, r.) I sCwDUUE REDuct Aidc"Oft "Acamt " VULT"L SPACING S�� MO SCHEDUL( AcPA ILlk I= NW*m Fmm IN THE �� rALTDRS FOR NIS OPERATION 10 K 'V$Mf- RECOLCM I :/" " SPICLOIC 0111EMOMED VIMNIG FACIOR SMALL NOT If /,- . BE LESS THALLI ULLTLAUM S.C.4 AIMAITI) - - 1. to# EA5, WHOR 'Y" ol, 1ORI, SCHEDULE Y` 3 I t?* I l9^.lWNA�A.TL 4111�1�1�� �l -1:.!!�,;;!"., '-_�CENj�-%!� . I * . . fir -' No. 44167 *-, i I TOY - FLORIDA BUILDING CODE (Nigh Velocity Nur cane zono)l - "I .Ic 20 GAGE GALVANIZED STEEL STORM PANEL It, -_ --- ____ - MWALL !�__ I . � -7/3" . , " 'LORAL PROTECTION PRODUCTS, U.C. Mir 11LIECOm., \ MICZ, &.a 61 SIM, . 91� Irrje 000=Am Dow." , E, IMIRI 11 3"O. IT ...I " l!"Lli. I. (�im-� 20-176 - MW_.,_ - MR)OPI-1.1 (L"_OXXXIv Vy,;-;7 -.w DR- . -M A MUT ... PL E - _:��� saw " OFF " rU^Q- ul. I w.? P. 4 - - ____.____._______ - IN15TALLAIION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTELA tNT_Q_ EXISTING WOOD STRUCTURES I I . L � . ____41�1 ________4 7 '' I � � .� , ­ . , , _­lT____ I I ,- . _ 1/4' 1 TAPCOS 0 IT' CC 1/4'6 TAPLON 0 6- CLC � 1 */, 0 /Z MIN, THREADED � -,- '! 1 A("/2`CfAN THIREADED ! t PENE"llitAnDith AT WOOD 4 1 1 7, , Ot, 'Dica i . .EADER I . i f I I I I �i i 4; -_ , , i - I I I In . , . I - I /,. � I ,/.- 1/4- 1 r I + 1 1 1 W. I I 1 I I , _7 ____ [I,�Ll I I . - _ - - I 1 4 � I,", I WOW HEADER I , I WOOD..EADE" I 1 2* 1 1 REOUIQFC A - i M. I 1�), RrWI ft) 'I. - I MM' r I J�r ­-L � ___ _ __ --I- ! � I tow f, -- - ­17-1 � -_ :1 " . : I "', t I - - i I . I I i . 1 �! I r . I t, i - � ! , , . V­_ I ; '. OLALS r (SEF %C4FDW -1 � I � txntw. oT ,HOUL, Is) GLASS - I � ­ sol-l- I � : I .I. ,Na. � 10 � PASEL LENGTH . I �-- = icHICOLLE - I I . P I ISEE Holt I BELOW) I I, MEL LENGTH 11 ,4t NOTE I BELOW) mslIwl_l m � 'a) 1/4'0-20.1' I , I CLASS ­ � $5 LOS ./ 2. � - -I!5 : - I � 41 1 ZOLNU,311 i . I I I I � I . : I ; .1 I " f �� � ", � . i I I � I � , I � : I � i * � ! � *# I ! ? � I i i I � I ; [ � � f) � I I . -_ I r- i : 7 I 1 �[ � , - - �'A � ,I - - . -_- i . I ro � I -,-- ___ _� I I I �. I _� . ) - I - -,, , I Flo I -, Flo � i I w , I " '* I I � I I ED I I I - �,___I____� ; .!�_ I i I I . ! L__ , - - I � I I - 2'..' WOOD PLATE I I 7/6 - . , JIJW' WING NUT 2'.4* WOOD FLAIL ,I : 7/8*0 . 3/32' WING; NUT '"'O"TRED . 'L� ' I WAS-Ep 0 9 /1, OC REOLARIED I WASHER 0 (BEYOND) #14-10 P IV, - . I PWIMAIE Pt's I I ,,, / t 0 6 1/4-AKLMATEI P".. -1 - . �,,D /I I/OO' ..� ,..EI&, ,*,/.E.'DN I .IN .111=0C,414LETIVITION � At MICKII Of PLAIt .1 I - 1.i � A, .,. - p,AfE I �� �, I , WALL MOUNTING IN t ATION WALL M I ATION &.0141144#00""', ALTERNATIVE 8BW ,;�;�..!L�l^ 110OFFAMSEL ,,,� 0 0. T11 0 LIFE SAFETY PANE SCALE 3/6--i- �k ­­ ".. .1%p".. llr*, . " \yr, E N S,r '- - .. I. ,, SCALE 3/8-. I - FLORIDA BUILDING CODE (High Velocity NUr Icons Zone), mm I ... W" .m.. w 11 Z : 20 GAGE GALVANIZED STEEL STORM PANEL : IWI TIONS ARE ONLY VALjD FOR BUILDINGS WIT. AS D DESIGAI IZAM 2 . , I �*; -_ DOMP. UP 'TO �sS5. -720 PSI AND PAPAL'S LE,WTH UP TO ll'-ft' � * . * , _� I � -, . ____ ___ - I fATE Q� j : ,/ ' GLOBAL PROTE DOW. , I - 2 FOR NEW W r, FRAME CONSTRUCTION WOOD EWEIEPS TO HE SOUTI�(Ril sk-lo". , 5 a � 4, 11LIECO... \ cr*N PRODUCTS, Lm *'/w"`* S ,2,6 .m $.a 51 11"m ,% .. OW . ' ITIAff TIDITING 4, ��- COMP.- C. ', OITNE NO 2. W/ 5PECIFx DENSITY OF 05� OR roLAL ., � D ---I ... I e­ .. �, �, '" "'", .. .. . - , OFX�j I , ARA.- - ,', Pit - - - I _. "'Mit, (_NmW­FM5, FAIL (-)M�n" 20-176 / i --- 1: - - ,-, . I -auldo ­.- [almi . , .. p_Kr_l-;_-7-wl_l;-_ =7, :: , - i - "I'll# .11!1_11. .t, W"ll A. ALUT Ji. 0.1 ��: -5 --.------.-- F� Ut, # 44161 -9 ! 1 - 1 --� sam, w or 26 '/24 SP ,, KLO.) I./24 4'/240- 4 a/ ast w/. (ID. (D (SU -011 2 BELOW) o,..,, SE,M 'Ce "ON'Mm ..0,R)RIO w rl� 0 EA,H . SCHEDULE ON 9,417 25. IM Wm SCXFW _____ - ------. 3. - OF r-\ fr-'z- --- 11--_ - Ia SEC"O'Ll, OU lAw 26 ;I ,?-_ ,_ . .. I - .- T­­ _____ --------- - - I - - - 6111r, . ,__ -, __ - �;.;. _: - - �_t-_ ---.- 7m� , 1- _ - , 441�,�; - t I _... +0_, 1 p-, fl---- .t , ,� � , . , ,�­_ r , 1 ! � : . t . . I. Ill. i - - I I � !�_ � � I L_? I , I - r7C_ t#__ , � ! i 1 : I ; i L ! I I I I I I � : ; � � i i I � I � I i � i � i i , , , i , � . 11 ! ; � ; I I : I I I I � j f � : , I ; : � ; ! : , . ! � , : 1 1 � . - . � , , .1 - � I I ; . I . I - - - . I i - - - I I I . I . . . . I � 7 p * I fig X -L, j � � L'04, P.*,I) i "NEOPOE` -1) itin"I PAW! I I ,`Mwo (CIO "WALLI.) I �- I'M �. 3. i � : 7111calall I I . I I M NOTE 2. 3 4 SLOW "�� , � I � j 1 i � ! i i ! I ! t � � , , I , : , I - , , i I I -�-r(');� 7 : L,--4-- 1) I � � _.,_� %O I I � : : I ri 4D, .; 41 � m - � � ; - 'I, * , � � 1 1 I , . � ; . � ! 1 �.! I � j I � ; I � , 1 , I -L �"_ 7 i i � � i � � � � 1.1 � i � ' AM ")r �: ! i i 1 � , : ! � � 1 /. ql�V WIS */ ; � I � I � I I I 1 t , 1 � � 1 � � � I v � �� � 1 11 ,I I . � i I I i ; � . � I I � �! � , � ,, � i � , , ,.- III . , . i �f "O � It- . � I f I I I I I . I , . , , I I � I � i'� I i � 4 , i ; I i � �� 1-f . I '' ' : � � �.11.11,.,� : � 1 " ,; . I � - i tf �11_ ____ I , - --:-i,t-- ql_,-_t-1 - , I I I L _,� !=Lk 1� ! t-r'll � L--!- ___ -7- � _* - -. --_�� I ­ , � - . �._ - "" , I, __ I I- _______­ _­ -3'-- Sir U6n:--.9rCCw-- -- - -- - - - mr "On, I- '. - _. 'm comm ft Awc.Olil_ VC Im, C` 0". , ______ - 11CHEMAS OU SHU!, m fait WOOD WAM ____ " U. , ., SEEPI (2) OR (D W/ OR w/O@ SEE stmOt"al; ot, 'Hot 26 BE. I (2) TALLIED AT E.G. TYPICAL ELEVATJON FOR SERIES. 2000 1 F�__l,,l.__iioi-;_-_i RE S ORROMELED Wl 4EM KANDLE TO FAG,[TATC ,UST�LAI`ON : E-Z HANG STORM PANEL W SYSTEM IF WIENDED TO BE "PALLID FROM i NSOE OF ITITICTURE SCALE .$/w . I* I __ - ____l ­i.- - GAP ­ 1/4' OLUT GAP -A �� 77-S 7 \ 7_7 7 \ 7_71 7- / \ 7 \ 77 JtIr �,I�cs (p ./ - - @ - (2) SE" A;A tjolEs (1) OrF"TIQN, Of $Ef= - 2 RANG STORM PANILL S'FPCIA CONSISIING OF* PMLL � , _ ZQQQ C C I TRACKS TOP A FICOTOU� (1) ­�AZCTEM TO BOTTOM TRACK OTHERWISE A STOP BAR UrDSFANILLS SMALL A,LW4IS RE C RAU BE PROYfDfD AT TOP Of SUCH PANELS (,I) IF END PANELS ARE CONNECI�D 10 BOTTOM MI CONNEL-�Qh SMALL CONSIST OF 1/4 "IF-2001t' US W1 7/8 3/32- WING NUT OR 1/4-ft3/4" Mt, t"�URVREOOY INTO TAPPED BOTTOM TRACK L!��ATION OF FASTEhERS. MAY of AT EITHER OF TWO Cyl CRIOR FLAT FLANI OF END PANEL I.) IN CASE THAT END PANELS ARE NOT CONNCC`TrG 10 (10"ITCOV MACK ( a A STOP BAR �T � DN' Y USED AT TOP) AT LEAST TWO PAWLS SMALL air CONNECTED ,O BOT70M TRACK USING SPECS INDICATED ON NOTE �3) ABOVE IN SUICH CASE. CCN�tCTION C0.F PANELS TO D070M TRACK MAY OCC.Vif AT AM PANEL IOCAnON (5) SFE SECTION 1', 3' & 4 ON S14ELI 24 SET ANCHOR SCt,EOLLE ON "EET 25 - I' U. 2*/24 JP I'/24 (4' A, 2 ca)(virt Lam J mrawl ', I* Mit, � C."c"C", ......., I T P116"Tr- 3, ". - --,------ I _ (Sur SOMrDUtI 011 IPTtI 25) ir- - ____ - , . .,, - ___ .--- -1 I ::::;:r __ ,=--.- -.-- - -ii..." I.S& `� /:_ ___ - 111. W7---- 7____ lII­_=_____t____ ___ __ _­ z�­_�4' il�rl M or T _7_�e_7_ , 7 1�, -f*.- "11T­ . -f,t , - __ - , F, - � 71 fl- TT , , I I ., - - , , I � I � , i. �, , , � � I I . 1 . : 1 ! �, : I � "! I I 1� I I I � ! i It , , , I I : ! i r � ; � I� , � i 1 i I � � I : I ! � � I . I I I � : ; ; ! � I ! � , � I 1 : 1 � � � � ! . : , ! : , i I 1, 1 1� I! - 1 - . : � I , , - I 1; , : , , � �; I I , � . - I I . . . 60% ILI (END fthl[Q WLI : (Itat" ) 1 ; E.D w � 1 3. A I I � Mel S41 NOTE 2. 31 4 DUCRI : I 4 I , - YET 2. � , * , I �,wt;, � : I . I *­,-� �, �, � I Tul,F i � I,,,,)' ' ' '" pm .,�VWE I N . ..... I : I ; � � I ; 1: !�i;!, LL; i, :� 11 , i., (NOL � 1 17 4, , 'I. 1�., �lii. 1;", 1, � i � I I i � , I �*� i 1 1 , T-t -I- � . TO= PAPirts W/ I ; i � � i I ! � � � i I 1 1 � : ; * 1 : 1 � 1 � I � : I , � 1 �,4.p 02 4;PLA STSIS/ , .;" ; I . � ; I , ! : , . : I ; . 'A 3q)� NU I I i , � . I i : � I � , i t � 1 , I ; I 11 : T .- I . � r * I , I , T I � r,; � t-, i , , I , 1, I I . i , , , 40 X 't.- , I ! � , I ' I T I ' ' I I , � � I � � ! � I i j � 1 i 1 , , ; 1 I , , 1 1, - i � ; ; � I ! � � � , , i t I , Ll I It 11 il I � I 1 � I I f- , �, � : : � I . I i � . r L ­11L�.i _ ., � I I 1� 1-1i _,H�h � 1- ; i - � _! 4T -1 U__;.!.�j .... , - - . I--.--.,---- _-, - (Typ) i�__ - ____.__ - - �_ -Q) tottONRIF '"u). �"�'K LOCATED, ,,,. , '12- I END PANELS) ce PANELS __ __ IV - - -_- I— LAST PANEL Q) TO ONE LOPKIEV AT EACH I , OPENING qwi .ft's K ARM MMEOLE TO F TYPIC ELEVATION FO ES i 00 IF FRETUROCO 10 ==/ I K PP,OLO.10 MOM I M PANEL SYSTEM . INSIDE OF SYR . UCTURI _j WAX 31jr . I- I , P.. AIL. GAP �- ­.Pi(,-�,,,__-aA­ - IP RE - ? , as I I, qu, - C2�" / " ., I \ / -\--Z--'l SECTION 9- �in�w IOCA am PAmOS) MITU SW 3vv* - " (I) ormirlow OF SERIES I L - 7 HANG STORM PANEL SYSIEM CONSISTING OF PANEL , (rfTRACKS At TOP III PAINELMATI PLUS OR 15' LOW A BOTTOM W/ PANEUMIATES. (2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . I- p - '� -cl 2P: = Im. , , , .T CC tn --w 4A 0, .dC - w .a. , - wm 9 . I= - ;I- C�, 0) 11 I - i - !t 3: . _- ,�>- . 1! Zj w = � ;w = an .!:; 0) m ::, - "J"- -N - FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone ...a �Ytco, - 11 20 GAGE GALVANIZED STEEL STORM PANEL DRAPOI an .__.___­___ I - � , \ GLOBAL PROTECTION PRODUCTS, LLC. W/mi� CAM 11LIEC0111111 c. 11 MIN$. bt PRry !!L fts,'Wis ,ma" - - COLO.., , (, OUR. n 3m.. 20-176 1 - I I,.rII!I__ _I.t=."rl11_1."11"` Na"i lm� C.")MR-all" �90116712 -7i- - -_ Ow."a TIP - �Q"Of It - ll te, i '.t 67 _�- _T_ -7-- __ ------- - � 1. OF x . --- _. __ ______ GENERAL ! I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . 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't __,�8) l' , , vj_'�41& i :....*, *. \ � , NO. 44167 ** I FLORIDA L .E , , I -!* : : I == I I - . .01 GA` a' = - . - - BUILDING CODE (Nigh Velocity Nu can. Zone)l � � DORNILLED 1 - .1 . W - . - :w a .2m Mr. FP 4\ I- ; I I POSM..'ro", __ _S "a ".. S7A ...:It, F - 20 GAGE GALVANIZED STEEL STORM PANEL O... Or . - -----I - . I.- -.------ L-L-11 F7. 7, 77, �,,_ 10 .1 - DETAIL I ., � .:_ /w . . I t,�­�lll ,'L . . 11 11 GLOBAL PROTECTION PROOM LLC. OF SCA": il2* - I' ,� :_i_ z . 11LIECOme \ MIT -1 "m S, � 51 MEET , , " I , I , WARE. ft 33314 1 ., WW­ - .� . - __ . ­ � i$t�)�. IOWA r. tw)m-llo� 20-176 ­___­4_.______ - fasl­­ IWOOPILT,­., - �( SLAL.ISLIWATIORE/OALIE M-Dooll,71 wi!!!!"t - - Camm,ii, . __ WILLMOR A I"'U" ­ 1.9 * - FL" IJF I 411117 1 MEP��7;_,_ j - -- mu . Par OR I I -6--i (1) a) C_ C/) -?b (1) -IIIIIIIIIIII, -0 > r- 0 L_ C _0 a) CL 0 (1) 0_ 0 L_ C CU -0 0- . .- _10IIIIII0 (1) (1) 0) 0 .0, Cl) 4_0 q =3 CU -cu - Fn (1) -0 0 -0 -0 C (:) 0 -= (D L_ - 0 0�. a 0 3: C = .O- LL- - CU 0 .4- ..I,- CU COO 0 > . Cn a> " L_ cn-Iii-a aii. "E cu .,0 CU CD F _0 . G Cn < a 4 z z w mi C/) _iI.., " (1) (1) (1) = 'BIBIBBB-0 U) +__m =3 m > 0 L_ 0- C/) CL < -4-0 0 a) = C: -0 0 L_ CIO a- 0 a) I C/) L. cu " rn =3 LU m III z z < _j a- ' SHEET NO. SH 1.2 __­ _`1 I -VI, .,,�r, N,Yj`�'f * : .. . . : 167 . : No. ..S. *� Ll , 5 __.�, I., .0 � '. "M ()F� L,.i �. , - ; . 4 4 . I. I '. --,-------------- RIES 29-00 & I 000 E-Z HANG STORM PANEL (SLaLF. 1/2-l') - 2 591' - - 15 196' (TOTAL WIDTH) - - 2.250* ---� ___._ 2 59 I' --- - 9. I - ,ti I/,- I25W (ErFECTPA *,,DTH; - I i� �;�? I , �2 250'­7 1 ��,S,�- I - 13- - I 14., - - I !So* - 11 ii I 11.11 I I I �Q' - , '.., 1,50o, i 0 � I, F - �:�Co. ,JP____t___." I ­(,'. 4 o75' it 2,5oc., -� I- o7b, If I / 11 , � , . r I A . . TYP 1, / I 1 c ", .� - = 3 5m, 1; li I ­ ! �� , 2 500, . /, 110"ID ' ,. . U \l. 2 ETS7. ="D =1 \ f DOE � - , I" - . ." C _ _ I ,,I.,* 11 I 2 744- � . llp \ I �! : V_' -' ' HIELLEMEED GKQ"1YwbG`=. \ % DETAIL A T 1_1�­ _�), - __� i �'. I EDGE \\. . /:� G-W ,-IV . / I, , J� 11 t 21TAIL A � \-,-.r / 4A IF 'I\-- 11 /�5- _p 1, 5� �__ __ I - I - ­ 35o­ , - I,Afr­_� I \� � IP-111, . "'P .6 25u, 2w 11 5'­ -2410------1 ��. T STORM PANEL : � ,1,470' . Q. . , T REVERSED "b" TRACK 1, " I � , . 1 E`Mr_-'5 rh:l ,IP . - - - ./.Iwwormf ,.-.-, I I .1 ! _r�1,250- �'l . ... I 254:1�1_1 __; I , , , � - .- I - I - -0m, I--,-' - , I b"V I ,,-I , I ,,, _� I , � I FoGa, I I � I , 10 : "/ ­�� , .,..- / : . �l 1� ,,- -_ L - � I I,- '25, � � 125' 1� 025o, -­ - . - - :1; I - - " 14WOED , , I � I - Q � ; 3 75o. I 11 .11 ! 1 , � I ! ! 1��, I I ISOMETRIC VIEW DETAIL 2fm. !I 2 ODIC)" ! i R 6 ENDS OF PANECS ! 1� I I 1 , ROONCAD CORNE 11 � 121' , ;a. 1 1 I : END LIP W1 HEMA'Ell EDGE . �l -_=_ _ 11 , , I.- , I L-- --.--.- -�_-_=� I '25 . (N I S) . .._=_ - . - I � * - - - 2 ODQ' J I �,,P) - 5' III.. (�D "J" TRAC (��) PANIEI�4WVMOEER (�) 2"W(Max.) ALUM, ANGLE 7 7 l2s' W61 -TIS AILIFY. ALLOY 'ji I � I ! i r ____=__= I .m., � I I i I ! I I A. � , , tvk , N ;, ... 1 1 751), i I I 1 C65- (I'D) . ....... � 1�i 1. -, LOSS" (T,p) _* , .. ,3r.Ellif �-'��%.��\ 1 i, �l '' : .: No Se .. ". I 1 �; .44167 * 1 i'------ I I -,L=---,, 11 *: .. . FLORIDA BUILDING COO[ (High Velocity NUT Icons Zone) .--- I .==_== r;- . - - . . : I - I - 3W - . � , TATE OF : .i,X`0 N-' - 21 GAGE GALVANIZED STEEL STORM PANEL 11 VL.... i * .: - VLAWA ON, f _3" Mo. -1 - � k - _. I _ _ - " .- ----.-- __ - _,� �?`- � � 1. "'- 0 ­ "� ; Al- I , \ GLOBAL PROTECTION PRODUCTS, LLC. ME, .�,�, 0 3"83"Wax.) ALUM, ANGLE 08 STOP BAR ,� I�N , _w7;0lZe. , " JILIECO... . -, Ot, snmw I I' LONG , 110.0"t. Iiio rivirrom 4 [Noomu� ~ TO 20-176 6063-T5 Alwm. ALLOY / I Mat.. RLA ., - - - PORPOL ,, _.. 'ME (6, N ft. wl. - MIR .I'.,- - Iasi f- "paa-", QUIRM; UOL . --le"a; WOON ­­ W� I - I- - I - Pf �/lPGAAF.AlLjMIL WALITta k RUff 11, I It. - . I . - Io'. -. I .,a, , - I . I ---,---+- `W`P` -� OR 3. . I INEALLATION DETAIL5 FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,; ,* YAK ANCHORS I., 4' TAPICOR ANCHORS Id 4' IMCCAl AW_4EWS I., 4o TAKON 44CHONS III 9, Do a 9, Do 0 11' Of; 0 9, OC POURED comickm I POURED COkCREtr Poulf" CONICII POURED COW CIE I .A CONCRIETE OR COLLOC"m 11 OR CONCRETE 11 00 CONCRETE R I 910C� RECURRED E c I OLD" REQUIRED .. BLOCK REQUIRM ! " BLOCK ACQUIRED - - , r -C: - f _C_ -, I (:-.-- , - - , 1 1/4 " , "" . �. , 1/1' 1 /4 - _ __ - - I ... ­­­ ­ ­ I %I.. , � 111P., D . "I I I ��� 11 -_ lit, I I ED$ I � , ED - 11 11 Co. ED. : I I , � . . . � (z + '. .. _-' I �fff`_ . CONT k ,�, - I � I _;i - * (L . � , (ART I � , J7 1 t I t i t :__� � -j -1 I I I I I ( :__­! (1, I--, li� :--. M - - ,_ �mm a - I r =.) � � ,OP,Og;IA. - . a � IMM _. If - F Am-m z ! IMP't I -.1 �'.) -1.) : � 4, 1 ih i � I I a E, I iL Z y I I ! : � DIST,tir", 13 If 9 F.XIST]tf,-j U ,-,OG.J � GLASS U-llliic� I I I aim, I � � A CTASS � 1 41 i I d6 . � ig I � � : is ! ii ; , � I I I I .1 I i I : ! i It, , I i i � " i!j : � i . : *, � i , R : 8 i ,� il t - Ito I 9 . 2 ! . I .1 ! I . : I � � . : I. . bt I T : :-; ".... -,. sl . , , 6" " - III ; ! �, I , 1 "5 � b ­,� _I. �. I , 1 ? ,/IV . , : P, .. ." ,/" . lill, : I -, i - ILI, TO ot"i . , : 5 , i i 4 = " L ' : I I 4--, 4 - , I i ; . I I I . - ; , : I ; . i � I . I I : I : I � r" : I : t I , _ . I _ I I I I - I I I I OL_ ! r II. r I � [ t 6. 1 , , , � � j,: 11 I 1, � -1 I - [ , I t I I I CC. 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I i-� I/4'd­2O,j/4'SS M,S W1 j� I -- 4 1 1 __ __ � t� .- 'l/`LVf 2QI3/.lS.S III$ W/ ; 1 7/h'*.3/32' WIND NUT *&St" 1 /0-0.3/32- .40 NJT WASHER � 1 I -) � 1, I I 7/a'P ; 3/32*,WING NUT : t \ -7/6 0 . 3/32" TIMING ! 0 i2 1/2' C,L (BEYOND) 01 WAS.E 0 ,2 /2- O-C , "U"WASHER (WYOhtD) I t, 4' tAPC ANCHORS 1,4* TAK.Chl WHO" _J4" IAPCON A COORS, ' TAPC N � I _W 6 . t/21 OC 6 1/2' OC 4 /2- Or GI_ (STAILGERED W/ SIM) (Ft"L W/ Sw) O 4 1/2- OC POURED COW ; OuRro cokc*m POURLD CLINIC I! f�,URIEG CONCRETE Do cw*m I%OCO` 04 CONCRETE BLOCX OR CONCRETE BLOCK on COOLICIRM BLOCK RE ' REWIRED REQUIRED REOUIRED WALL QUILITING INSTALIATION WALL Wgj !ft ,,�LLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION Uo"'L SECTION 4A SECTION 48 #_ REGULAR_ ANEL 0 LIFE SAFETY PAN 0 REGULAR PANEL 2 LIFE SAFETY PANEL SCALE 3/8'-" SCALE 3/8--1 - SEAT 3/8--l- SCALE 3/8'.," SEE Ilem Ia & 20 FOR W�Htal` TYPE . OMOHCR 119% 1/4% SPOICTIG `OR UP W." eft 4,00C, . `APIPW m� aullumit; - � Ill"Ceall C-j I UPFOULt. MONOW VACINDS MIL -�. � -.------ -7- --- - __ - __ -- OVA OIPANCk AM FODWIED, OLY .4 - - i_!!!�,�t_l - -, . - I - - &CNEDULF Fop ED Lrss TO,OIAO �w�ID OIL, -a-- ToPPROA COUR, r.) I sCwDUUE REDuct Aidc"Oft "Acamt " VULT"L SPACING S�� MO SCHEDUL( AcPA ILlk I= NW*m Fmm IN THE �� rALTDRS FOR NIS OPERATION 10 K 'V$Mf- RECOLCM I :/" " SPICLOIC 0111EMOMED VIMNIG FACIOR SMALL NOT If /,- . BE LESS THALLI ULLTLAUM S.C.4 AIMAITI) - - 1. to# EA5, WHOR 'Y" ol, 1ORI, SCHEDULE Y` 3 I t?* I l9^.lWNA�A.TL 4111�1�1�� �l -1:.!!�,;;!"., '-_�CENj�-%!� . I * . . fir -' No. 44167 *-, i I TOY - FLORIDA BUILDING CODE (Nigh Velocity Nur cane zono)l - "I .Ic 20 GAGE GALVANIZED STEEL STORM PANEL It, -_ --- ____ - MWALL !�__ I . � -7/3" . , " 'LORAL PROTECTION PRODUCTS, U.C. Mir 11LIECOm., \ MICZ, &.a 61 SIM, . 91� Irrje 000=Am Dow." , E, IMIRI 11 3"O. IT ...I " l!"Lli. I. (�im-� 20-176 - MW_.,_ - MR)OPI-1.1 (L"_OXXXIv Vy,;-;7 -.w DR- . -M A MUT ... PL E - _:��� saw " OFF " rU^Q- ul. I w.? P. 4 - - ____.____._______ - IN15TALLAIION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTELA tNT_Q_ EXISTING WOOD STRUCTURES I I . L � . ____41�1 ________4 7 '' I � � .� , ­ . , , _­lT____ I I ,- . _ 1/4' 1 TAPCOS 0 IT' CC 1/4'6 TAPLON 0 6- CLC � 1 */, 0 /Z MIN, THREADED � -,- '! 1 A("/2`CfAN THIREADED ! t PENE"llitAnDith AT WOOD 4 1 1 7, , Ot, 'Dica i . .EADER I . i f I I I I �i i 4; -_ , , i - I I I In . , . I - I /,. � I ,/.- 1/4- 1 r I + 1 1 1 W. I I 1 I I , _7 ____ [I,�Ll I I . - _ - - I 1 4 � I,", I WOW HEADER I , I WOOD..EADE" I 1 2* 1 1 REOUIQFC A - i M. I 1�), RrWI ft) 'I. - I MM' r I J�r ­-L � ___ _ __ --I- ! � I tow f, -- - ­17-1 � -_ :1 " . : I "', t I - - i I . I I i . 1 �! I r . I t, i - � ! , , . V­_ I ; '. OLALS r (SEF %C4FDW -1 � I � txntw. oT ,HOUL, Is) GLASS - I � ­ sol-l- I � : I .I. ,Na. � 10 � PASEL LENGTH . I �-- = icHICOLLE - I I . P I ISEE Holt I BELOW) I I, MEL LENGTH 11 ,4t NOTE I BELOW) mslIwl_l m � 'a) 1/4'0-20.1' I , I CLASS ­ � $5 LOS ./ 2. � - -I!5 : - I � 41 1 ZOLNU,311 i . I I I I � I . : I ; .1 I " f �� � ", � . i I I � I � , I � : I � i * � ! � *# I ! ? � I i i I � I ; [ � � f) � I I . -_ I r- i : 7 I 1 �[ � , - - �'A � ,I - - . -_- i . I ro � I -,-- ___ _� I I I �. I _� . ) - I - -,, , I Flo I -, Flo � i I w , I " '* I I � I I ED I I I - �,___I____� ; .!�_ I i I I . ! L__ , - - I � I I - 2'..' WOOD PLATE I I 7/6 - . , JIJW' WING NUT 2'.4* WOOD FLAIL ,I : 7/8*0 . 3/32' WING; NUT '"'O"TRED . 'L� ' I WAS-Ep 0 9 /1, OC REOLARIED I WASHER 0 (BEYOND) #14-10 P IV, - . I PWIMAIE Pt's I I ,,, / t 0 6 1/4-AKLMATEI P".. -1 - . �,,D /I I/OO' ..� ,..EI&, ,*,/.E.'DN I .IN .111=0C,414LETIVITION � At MICKII Of PLAIt .1 I - 1.i � A, .,. - p,AfE I �� �, I , WALL MOUNTING IN t ATION WALL M I ATION &.0141144#00""', ALTERNATIVE 8BW ,;�;�..!L�l^ 110OFFAMSEL ,,,� 0 0. T11 0 LIFE SAFETY PANE SCALE 3/6--i- �k ­­ ".. .1%p".. llr*, . " \yr, E N S,r '- - .. I. ,, SCALE 3/8-. I - FLORIDA BUILDING CODE (High Velocity NUr Icons Zone), mm I ... W" .m.. w 11 Z : 20 GAGE GALVANIZED STEEL STORM PANEL : IWI TIONS ARE ONLY VALjD FOR BUILDINGS WIT. AS D DESIGAI IZAM 2 . , I �*; -_ DOMP. UP 'TO �sS5. -720 PSI AND PAPAL'S LE,WTH UP TO ll'-ft' � * . * , _� I � -, . ____ ___ - I fATE Q� j : ,/ ' GLOBAL PROTE DOW. , I - 2 FOR NEW W r, FRAME CONSTRUCTION WOOD EWEIEPS TO HE SOUTI�(Ril sk-lo". , 5 a � 4, 11LIECO... \ cr*N PRODUCTS, Lm *'/w"`* S ,2,6 .m $.a 51 11"m ,% .. OW . ' ITIAff TIDITING 4, ��- COMP.- C. ', OITNE NO 2. W/ 5PECIFx DENSITY OF 05� OR roLAL ., � D ---I ... I e­ .. �, �, '" "'", .. .. . - , OFX�j I , ARA.- - ,', Pit - - - I _. "'Mit, (_NmW­FM5, FAIL (-)M�n" 20-176 / i --- 1: - - ,-, . I -auldo ­.- [almi . , .. p_Kr_l-;_-7-wl_l;-_ =7, :: , - i - "I'll# .11!1_11. .t, W"ll A. ALUT Ji. 0.1 ��: -5 --.------.-- F� Ut, # 44161 -9 ! 1 - 1 --� sam, w or 26 '/24 SP ,, KLO.) I./24 4'/240- 4 a/ ast w/. (ID. (D (SU -011 2 BELOW) o,..,, SE,M 'Ce "ON'Mm ..0,R)RIO w rl� 0 EA,H . SCHEDULE ON 9,417 25. IM Wm SCXFW _____ - ------. 3. - OF r-\ fr-'z- --- 11--_ - Ia SEC"O'Ll, OU lAw 26 ;I ,?-_ ,_ . .. I - .- T­­ _____ --------- - - I - - - 6111r, . ,__ -, __ - �;.;. _: - - �_t-_ ---.- 7m� , 1- _ - , 441�,�; - t I _... +0_, 1 p-, fl---- .t , ,� � , . , ,�­_ r , 1 ! � : . t . . I. Ill. i - - I I � !�_ � � I L_? I , I - r7C_ t#__ , � ! i 1 : I ; i L ! I I I I I I � : ; � � i i I � I � I i � i � i i , , , i , � . 11 ! ; � ; I I : I I I I � j f � : , I ; : � ; ! : , . ! � , : 1 1 � . - . � , , .1 - � I I ; . I . I - - - . I i - - - I I I . I . . . . I � 7 p * I fig X -L, j � � L'04, P.*,I) i "NEOPOE` -1) itin"I PAW! I I ,`Mwo (CIO "WALLI.) I �- I'M �. 3. i � : 7111calall I I . I I M NOTE 2. 3 4 SLOW "�� , � I � j 1 i � ! i i ! I ! t � � , , I , : , I - , , i I I -�-r(');� 7 : L,--4-- 1) I � � _.,_� %O I I � : : I ri 4D, .; 41 � m - � � ; - 'I, * , � � 1 1 I , . � ; . � ! 1 �.! I � j I � ; I � , 1 , I -L �"_ 7 i i � � i � � � � 1.1 � i � ' AM ")r �: ! i i 1 � , : ! � � 1 /. ql�V WIS */ ; � I � I � I I I 1 t , 1 � � 1 � � � I v � �� � 1 11 ,I I . � i I I i ; � . � I I � �! � , � ,, � i � , , ,.- III . , . i �f "O � It- . � I f I I I I I . I , . , , I I � I � i'� I i � 4 , i ; I i � �� 1-f . I '' ' : � � �.11.11,.,� : � 1 " ,; . I � - i tf �11_ ____ I , - --:-i,t-- ql_,-_t-1 - , I I I L _,� !=Lk 1� ! t-r'll � L--!- ___ -7- � _* - -. --_�� I ­ , � - . �._ - "" , I, __ I I- _______­ _­ -3'-- Sir U6n:--.9rCCw-- -- - -- - - - mr "On, I- '. - _. 'm comm ft Awc.Olil_ VC Im, C` 0". , ______ - 11CHEMAS OU SHU!, m fait WOOD WAM ____ " U. , ., SEEPI (2) OR (D W/ OR w/O@ SEE stmOt"al; ot, 'Hot 26 BE. I (2) TALLIED AT E.G. TYPICAL ELEVATJON FOR SERIES. 2000 1 F�__l,,l.__iioi-;_-_i RE S ORROMELED Wl 4EM KANDLE TO FAG,[TATC ,UST�LAI`ON : E-Z HANG STORM PANEL W SYSTEM IF WIENDED TO BE "PALLID FROM i NSOE OF ITITICTURE SCALE .$/w . I* I __ - ____l ­i.- - GAP ­ 1/4' OLUT GAP -A �� 77-S 7 \ 7_7 7 \ 7_71 7- / \ 7 \ 77 JtIr �,I�cs (p ./ - - @ - (2) SE" A;A tjolEs (1) OrF"TIQN, Of $Ef= - 2 RANG STORM PANILL S'FPCIA CONSISIING OF* PMLL � , _ ZQQQ C C I TRACKS TOP A FICOTOU� (1) ­�AZCTEM TO BOTTOM TRACK OTHERWISE A STOP BAR UrDSFANILLS SMALL A,LW4IS RE C RAU BE PROYfDfD AT TOP Of SUCH PANELS (,I) IF END PANELS ARE CONNECI�D 10 BOTTOM MI CONNEL-�Qh SMALL CONSIST OF 1/4 "IF-2001t' US W1 7/8 3/32- WING NUT OR 1/4-ft3/4" Mt, t"�URVREOOY INTO TAPPED BOTTOM TRACK L!��ATION OF FASTEhERS. MAY of AT EITHER OF TWO Cyl CRIOR FLAT FLANI OF END PANEL I.) IN CASE THAT END PANELS ARE NOT CONNCC`TrG 10 (10"ITCOV MACK ( a A STOP BAR �T � DN' Y USED AT TOP) AT LEAST TWO PAWLS SMALL air CONNECTED ,O BOT70M TRACK USING SPECS INDICATED ON NOTE �3) ABOVE IN SUICH CASE. CCN�tCTION C0.F PANELS TO D070M TRACK MAY OCC.Vif AT AM PANEL IOCAnON (5) SFE SECTION 1', 3' & 4 ON S14ELI 24 SET ANCHOR SCt,EOLLE ON "EET 25 - I' U. 2*/24 JP I'/24 (4' A, 2 ca)(virt Lam J mrawl ', I* Mit, � C."c"C", ......., I T P116"Tr- 3, ". - --,------ I _ (Sur SOMrDUtI 011 IPTtI 25) ir- - ____ - , . .,, - ___ .--- -1 I ::::;:r __ ,=--.- -.-- - -ii..." I.S& `� /:_ ___ - 111. W7---- 7____ lII­_=_____t____ ___ __ _­ z�­_�4' il�rl M or T _7_�e_7_ , 7 1�, -f*.- "11T­ . -f,t , - __ - , F, - � 71 fl- TT , , I I ., - - , , I � I � , i. �, , , � � I I . 1 . : 1 ! �, : I � "! I I 1� I I I � ! i It , , , I I : ! i r � ; � I� , � i 1 i I � � I : I ! � � I . I I I � : ; ; ! � I ! � , � I 1 : 1 � � � � ! . : , ! : , i I 1, 1 1� I! - 1 - . : � I , , - I 1; , : , , � �; I I , � . - I I . . . 60% ILI (END fthl[Q WLI : (Itat" ) 1 ; E.D w � 1 3. A I I � Mel S41 NOTE 2. 31 4 DUCRI : I 4 I , - YET 2. � , * , I �,wt;, � : I . I *­,-� �, �, � I Tul,F i � I,,,,)' ' ' '" pm .,�VWE I N . ..... I : I ; � � I ; 1: !�i;!, LL; i, :� 11 , i., (NOL � 1 17 4, , 'I. 1�., �lii. 1;", 1, � i � I I i � , I �*� i 1 1 , T-t -I- � . TO= PAPirts W/ I ; i � � i I ! � � � i I 1 1 � : ; * 1 : 1 � 1 � I � : I , � 1 �,4.p 02 4;PLA STSIS/ , .;" ; I . � ; I , ! : , . : I ; . 'A 3q)� NU I I i , � . I i : � I � , i t � 1 , I ; I 11 : T .- I . � r * I , I , T I � r,; � t-, i , , I , 1, I I . i , , , 40 X 't.- , I ! � , I ' I T I ' ' I I , � � I � � ! � I i j � 1 i 1 , , ; 1 I , , 1 1, - i � ; ; � I ! � � � , , i t I , Ll I It 11 il I � I 1 � I I f- , �, � : : � I . I i � . r L ­11L�.i _ ., � I I 1� 1-1i _,H�h � 1- ; i - � _! 4T -1 U__;.!.�j .... , - - . I--.--.,---- _-, - (Typ) i�__ - ____.__ - - �_ -Q) tottONRIF '"u). �"�'K LOCATED, ,,,. , '12- I END PANELS) ce PANELS __ __ IV - - -_- I— LAST PANEL Q) TO ONE LOPKIEV AT EACH I , OPENING qwi .ft's K ARM MMEOLE TO F TYPIC ELEVATION FO ES i 00 IF FRETUROCO 10 ==/ I K PP,OLO.10 MOM I M PANEL SYSTEM . INSIDE OF SYR . UCTURI _j WAX 31jr . I- I , P.. AIL. GAP �- ­.Pi(,-�,,,__-aA­ - IP RE - ? , as I I, qu, - C2�" / " ., I \ / -\--Z--'l SECTION 9- �in�w IOCA am PAmOS) MITU SW 3vv* - " (I) ormirlow OF SERIES I L - 7 HANG STORM PANEL SYSIEM CONSISTING OF PANEL , (rfTRACKS At TOP III PAINELMATI PLUS OR 15' LOW A BOTTOM W/ PANEUMIATES. (2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . I- p - '� -cl 2P: = Im. , , , .T CC tn --w 4A 0, .dC - w .a. , - wm 9 . I= - ;I- C�, 0) 11 I - i - !t 3: . _- ,�>- . 1! Zj w = � ;w = an .!:; 0) m ::, - "J"- -N - FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone ...a �Ytco, - 11 20 GAGE GALVANIZED STEEL STORM PANEL DRAPOI an .__.___­___ I - � , \ GLOBAL PROTECTION PRODUCTS, LLC. W/mi� CAM 11LIEC0111111 c. 11 MIN$. bt PRry !!L fts,'Wis ,ma" - - COLO.., , (, OUR. n 3m.. 20-176 1 - I I,.rII!I__ _I.t=."rl11_1."11"` Na"i lm� C.")MR-all" �90116712 -7i- - -_ Ow."a TIP - �Q"Of It - ll te, i '.t 67 _�- _T_ -7-- __ ------- - � 1. OF x . --- _. __ ______ GENERAL ! I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . I __ ­ DRAWILLit .. - " 0 " I I PLOPOWID, 'i, � ,"Top" A , . � 11 ___ - , I __ INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z-HANG STORM PANELA"INTO POURED CONCRETE OR CONCRETE BLOCK OPUPOOM �UPIOW` W�____, I 1 6:- (_ - .- -1 O..," "'O"Pit - - I-- , e - � IT) I --- �_4)1 OPIcar" MOMOR, 1 - - 0. "PHEILOAX � __1 0 rm IcLtOo,u. I F,--"4' I ',-At%f. ­ , _,, - (- XPRIMA, __ - - .) . �n ,- 4 . I . vicil .1 \ `�j - sd .! ------ \ , 0� I / I - -1 - . Ir. .1 � 1_� I .- - _01, 5­41 � ,,�­ ." -� I "I . I I , " "X"`-\ ­L_ -A- -, I I - I C." I..d i � I 1. O' * . . UNPROUL _ I -OW A""'T" - � � --vL_��--,,. I I" ��l ll� OlIc"I"' I , L 6� ". ___� __ I I ,- , I _<i0 I , " 7�74 '. r� , G4 - -0 \ . J twal"U". I I I I ORLOW, I 11 0 t I I � wo- 1L. L__j___T= \ 7 ,I I ./.V­j.' : I " . A e � \ F " I !,_, I , , ­__ I . __ i I - \ I , ,T_ __._ - '_ \ I - -� I I I I - - " I�7) ­­ I :��T . 11 I . 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't __,�8) l' , , vj_'�41& i :....*, *. \ � , NO. 44167 ** I FLORIDA L .E , , I -!* : : I == I I - . .01 GA` a' = - . - - BUILDING CODE (Nigh Velocity Nu can. Zone)l � � DORNILLED 1 - .1 . W - . - :w a .2m Mr. FP 4\ I- ; I I POSM..'ro", __ _S "a ".. S7A ...:It, F - 20 GAGE GALVANIZED STEEL STORM PANEL O... Or . - -----I - . I.- -.------ L-L-11 F7. 7, 77, �,,_ 10 .1 - DETAIL I ., � .:_ /w . . I t,�­�lll ,'L . . 11 11 GLOBAL PROTECTION PROOM LLC. OF SCA": il2* - I' ,� :_i_ z . 11LIECOme \ MIT -1 "m S, � 51 MEET , , " I , I , WARE. ft 33314 1 ., WW­ - .� . - __ . ­ � i$t�)�. IOWA r. tw)m-llo� 20-176 ­___­4_.______ - fasl­­ IWOOPILT,­., - �( SLAL.ISLIWATIORE/OALIE M-Dooll,71 wi!!!!"t - - Camm,ii, . __ WILLMOR A I"'U" ­ 1.9 * - FL" IJF I 411117 1 MEP��7;_,_ j - -- mu . Par OR I I -6--i (1) a) C_ C/) -?b (1) -IIIIIIIIIIII, -0 > r- 0 L_ C _0 a) CL 0 (1) 0_ 0 L_ C CU -0 0- . .- _10IIIIII0 (1) (1) 0) 0 .0, Cl) 4_0 q =3 CU -cu - Fn (1) -0 0 -0 -0 C (:) 0 -= (D L_ - 0 0�. a 0 3: C = .O- LL- - CU 0 .4- ..I,- CU COO 0 > . Cn a> " L_ cn-Iii-a aii. "E cu .,0 CU CD F _0 . G Cn < a 4 z z w mi C/) _iI.., " (1) (1) (1) = 'BIBIBBB-0 U) +__m =3 m > 0 L_ 0- C/) CL < -4-0 0 a) = C: -0 0 L_ CIO a- 0 a) I C/) L. cu " rn =3 LU m III z z < _j a- ' SHEET NO. SH 1.2 __­ _`1 I -VI, .,,�r, N,Yj`�'f * : .. . . : 167 . : No. ..S. *� Ll , 5 __.�, I., .0 � '. "M ()F� L,.i �. , - ; . 4 4 . I. I '. INEALLATION DETAIL5 FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,; ,* YAK ANCHORS I., 4' TAPICOR ANCHORS Id 4' IMCCAl AW_4EWS I., 4o TAKON 44CHONS III 9, Do a 9, Do 0 11' Of; 0 9, OC POURED comickm I POURED COkCREtr Poulf" CONICII POURED COW CIE I .A CONCRIETE OR COLLOC"m 11 OR CONCRETE 11 00 CONCRETE R I 910C� RECURRED E c I OLD" REQUIRED .. BLOCK REQUIRM ! " BLOCK ACQUIRED - - , r -C: - f _C_ -, I (:-.-- , - - , 1 1/4 " , "" . �. , 1/1' 1 /4 - _ __ - - I ... ­­­ ­ ­ I %I.. , � 111P., D . "I I I ��� 11 -_ lit, I I ED$ I � , ED - 11 11 Co. ED. : I I , � . . . � (z + '. .. _-' I �fff`_ . CONT k ,�, - I � I _;i - * (L . � , (ART I � , J7 1 t I t i t :__� � -j -1 I I I I I ( :__­! (1, I--, li� :--. M - - ,_ �mm a - I r =.) � � ,OP,Og;IA. - . a � IMM _. If - F Am-m z ! IMP't I -.1 �'.) -1.) : � 4, 1 ih i � I I a E, I iL Z y I I ! : � DIST,tir", 13 If 9 F.XIST]tf,-j U ,-,OG.J � GLASS U-llliic� I I I aim, I � � A CTASS � 1 41 i I d6 . � ig I � � : is ! ii ; , � I I I I .1 I i I : ! i It, , I i i � " i!j : � i . : *, � i , R : 8 i ,� il t - Ito I 9 . 2 ! . I .1 ! I . : I � � . : I. . bt I T : :-; ".... -,. sl . , , 6" " - III ; ! �, I , 1 "5 � b ­,� _I. �. I , 1 ? ,/IV . , : P, .. ." ,/" . lill, : I -, i - ILI, TO ot"i . , : 5 , i i 4 = " L ' : I I 4--, 4 - , I i ; . I I I . - ; , : I ; . i � I . I I : I : I � r" : I : t I , _ . I _ I I I I - I I I I OL_ ! r II. r I � [ t 6. 1 , , , � � j,: 11 I 1, � -1 I - [ , I t I I I CC. I E 0 - . - I- V I . - , , I I I I I EDLO . - Lo. - I " t -1 -_ --- ' I i i: _- 2� � iiis, I . : �'- , I �: (p � j I I � 011 i i , . I/ I �. I- : -��- I )l , I . I i-� I/4'd­2O,j/4'SS M,S W1 j� I -- 4 1 1 __ __ � t� .- 'l/`LVf 2QI3/.lS.S III$ W/ ; 1 7/h'*.3/32' WIND NUT *&St" 1 /0-0.3/32- .40 NJT WASHER � 1 I -) � 1, I I 7/a'P ; 3/32*,WING NUT : t \ -7/6 0 . 3/32" TIMING ! 0 i2 1/2' C,L (BEYOND) 01 WAS.E 0 ,2 /2- O-C , "U"WASHER (WYOhtD) I t, 4' tAPC ANCHORS 1,4* TAK.Chl WHO" _J4" IAPCON A COORS, ' TAPC N � I _W 6 . t/21 OC 6 1/2' OC 4 /2- Or GI_ (STAILGERED W/ SIM) (Ft"L W/ Sw) O 4 1/2- OC POURED COW ; OuRro cokc*m POURLD CLINIC I! f�,URIEG CONCRETE Do cw*m I%OCO` 04 CONCRETE BLOCX OR CONCRETE BLOCK on COOLICIRM BLOCK RE ' REWIRED REQUIRED REOUIRED WALL QUILITING INSTALIATION WALL Wgj !ft ,,�LLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION Uo"'L SECTION 4A SECTION 48 #_ REGULAR_ ANEL 0 LIFE SAFETY PAN 0 REGULAR PANEL 2 LIFE SAFETY PANEL SCALE 3/8'-" SCALE 3/8--1 - SEAT 3/8--l- SCALE 3/8'.," SEE Ilem Ia & 20 FOR W�Htal` TYPE . OMOHCR 119% 1/4% SPOICTIG `OR UP W." eft 4,00C, . `APIPW m� aullumit; - � Ill"Ceall C-j I UPFOULt. MONOW VACINDS MIL -�. � -.------ -7- --- - __ - __ -- OVA OIPANCk AM FODWIED, OLY .4 - - i_!!!�,�t_l - -, . - I - - &CNEDULF Fop ED Lrss TO,OIAO �w�ID OIL, -a-- ToPPROA COUR, r.) I sCwDUUE REDuct Aidc"Oft "Acamt " VULT"L SPACING S�� MO SCHEDUL( AcPA ILlk I= NW*m Fmm IN THE �� rALTDRS FOR NIS OPERATION 10 K 'V$Mf- RECOLCM I :/" " SPICLOIC 0111EMOMED VIMNIG FACIOR SMALL NOT If /,- . BE LESS THALLI ULLTLAUM S.C.4 AIMAITI) - - 1. to# EA5, WHOR 'Y" ol, 1ORI, SCHEDULE Y` 3 I t?* I l9^.lWNA�A.TL 4111�1�1�� �l -1:.!!�,;;!"., '-_�CENj�-%!� . I * . . fir -' No. 44167 *-, i I TOY - FLORIDA BUILDING CODE (Nigh Velocity Nur cane zono)l - "I .Ic 20 GAGE GALVANIZED STEEL STORM PANEL It, -_ --- ____ - MWALL !�__ I . � -7/3" . , " 'LORAL PROTECTION PRODUCTS, U.C. Mir 11LIECOm., \ MICZ, &.a 61 SIM, . 91� Irrje 000=Am Dow." , E, IMIRI 11 3"O. IT ...I " l!"Lli. I. (�im-� 20-176 - MW_.,_ - MR)OPI-1.1 (L"_OXXXIv Vy,;-;7 -.w DR- . -M A MUT ... PL E - _:��� saw " OFF " rU^Q- ul. I w.? P. 4 - - ____.____._______ - IN15TALLAIION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTELA tNT_Q_ EXISTING WOOD STRUCTURES I I . L � . ____41�1 ________4 7 '' I � � .� , ­ . , , _­lT____ I I ,- . _ 1/4' 1 TAPCOS 0 IT' CC 1/4'6 TAPLON 0 6- CLC � 1 */, 0 /Z MIN, THREADED � -,- '! 1 A("/2`CfAN THIREADED ! t PENE"llitAnDith AT WOOD 4 1 1 7, , Ot, 'Dica i . .EADER I . i f I I I I �i i 4; -_ , , i - I I I In . , . I - I /,. � I ,/.- 1/4- 1 r I + 1 1 1 W. I I 1 I I , _7 ____ [I,�Ll I I . - _ - - I 1 4 � I,", I WOW HEADER I , I WOOD..EADE" I 1 2* 1 1 REOUIQFC A - i M. I 1�), RrWI ft) 'I. - I MM' r I J�r ­-L � ___ _ __ --I- ! � I tow f, -- - ­17-1 � -_ :1 " . : I "', t I - - i I . I I i . 1 �! I r . I t, i - � ! , , . V­_ I ; '. OLALS r (SEF %C4FDW -1 � I � txntw. oT ,HOUL, Is) GLASS - I � ­ sol-l- I � : I .I. ,Na. � 10 � PASEL LENGTH . I �-- = icHICOLLE - I I . P I ISEE Holt I BELOW) I I, MEL LENGTH 11 ,4t NOTE I BELOW) mslIwl_l m � 'a) 1/4'0-20.1' I , I CLASS ­ � $5 LOS ./ 2. � - -I!5 : - I � 41 1 ZOLNU,311 i . I I I I � I . : I ; .1 I " f �� � ", � . i I I � I � , I � : I � i * � ! � *# I ! ? � I i i I � I ; [ � � f) � I I . -_ I r- i : 7 I 1 �[ � , - - �'A � ,I - - . -_- i . I ro � I -,-- ___ _� I I I �. I _� . ) - I - -,, , I Flo I -, Flo � i I w , I " '* I I � I I ED I I I - �,___I____� ; .!�_ I i I I . ! L__ , - - I � I I - 2'..' WOOD PLATE I I 7/6 - . , JIJW' WING NUT 2'.4* WOOD FLAIL ,I : 7/8*0 . 3/32' WING; NUT '"'O"TRED . 'L� ' I WAS-Ep 0 9 /1, OC REOLARIED I WASHER 0 (BEYOND) #14-10 P IV, - . I PWIMAIE Pt's I I ,,, / t 0 6 1/4-AKLMATEI P".. -1 - . �,,D /I I/OO' ..� ,..EI&, ,*,/.E.'DN I .IN .111=0C,414LETIVITION � At MICKII Of PLAIt .1 I - 1.i � A, .,. - p,AfE I �� �, I , WALL MOUNTING IN t ATION WALL M I ATION &.0141144#00""', ALTERNATIVE 8BW ,;�;�..!L�l^ 110OFFAMSEL ,,,� 0 0. T11 0 LIFE SAFETY PANE SCALE 3/6--i- �k ­­ ".. .1%p".. llr*, . " \yr, E N S,r '- - .. I. ,, SCALE 3/8-. I - FLORIDA BUILDING CODE (High Velocity NUr Icons Zone), mm I ... W" .m.. w 11 Z : 20 GAGE GALVANIZED STEEL STORM PANEL : IWI TIONS ARE ONLY VALjD FOR BUILDINGS WIT. AS D DESIGAI IZAM 2 . , I �*; -_ DOMP. UP 'TO �sS5. -720 PSI AND PAPAL'S LE,WTH UP TO ll'-ft' � * . * , _� I � -, . ____ ___ - I fATE Q� j : ,/ ' GLOBAL PROTE DOW. , I - 2 FOR NEW W r, FRAME CONSTRUCTION WOOD EWEIEPS TO HE SOUTI�(Ril sk-lo". , 5 a � 4, 11LIECO... \ cr*N PRODUCTS, Lm *'/w"`* S ,2,6 .m $.a 51 11"m ,% .. OW . ' ITIAff TIDITING 4, ��- COMP.- C. ', OITNE NO 2. W/ 5PECIFx DENSITY OF 05� OR roLAL ., � D ---I ... I e­ .. �, �, '" "'", .. .. . - , OFX�j I , ARA.- - ,', Pit - - - I _. "'Mit, (_NmW­FM5, FAIL (-)M�n" 20-176 / i --- 1: - - ,-, . I -auldo ­.- [almi . , .. p_Kr_l-;_-7-wl_l;-_ =7, :: , - i - "I'll# .11!1_11. .t, W"ll A. ALUT Ji. 0.1 ��: -5 --.------.-- F� Ut, # 44161 -9 ! 1 - 1 --� sam, w or 26 '/24 SP ,, KLO.) I./24 4'/240- 4 a/ ast w/. (ID. (D (SU -011 2 BELOW) o,..,, SE,M 'Ce "ON'Mm ..0,R)RIO w rl� 0 EA,H . SCHEDULE ON 9,417 25. IM Wm SCXFW _____ - ------. 3. - OF r-\ fr-'z- --- 11--_ - Ia SEC"O'Ll, OU lAw 26 ;I ,?-_ ,_ . .. I - .- T­­ _____ --------- - - I - - - 6111r, . ,__ -, __ - �;.;. _: - - �_t-_ ---.- 7m� , 1- _ - , 441�,�; - t I _... +0_, 1 p-, fl---- .t , ,� � , . , ,�­_ r , 1 ! � : . t . . I. Ill. i - - I I � !�_ � � I L_? I , I - r7C_ t#__ , � ! i 1 : I ; i L ! I I I I I I � : ; � � i i I � I � I i � i � i i , , , i , � . 11 ! ; � ; I I : I I I I � j f � : , I ; : � ; ! : , . ! � , : 1 1 � . - . � , , .1 - � I I ; . I . I - - - . I i - - - I I I . I . . . . I � 7 p * I fig X -L, j � � L'04, P.*,I) i "NEOPOE` -1) itin"I PAW! I I ,`Mwo (CIO "WALLI.) I �- I'M �. 3. i � : 7111calall I I . I I M NOTE 2. 3 4 SLOW "�� , � I � j 1 i � ! i i ! I ! t � � , , I , : , I - , , i I I -�-r(');� 7 : L,--4-- 1) I � � _.,_� %O I I � : : I ri 4D, .; 41 � m - � � ; - 'I, * , � � 1 1 I , . � ; . � ! 1 �.! I � j I � ; I � , 1 , I -L �"_ 7 i i � � i � � � � 1.1 � i � ' AM ")r �: ! i i 1 � , : ! � � 1 /. ql�V WIS */ ; � I � I � I I I 1 t , 1 � � 1 � � � I v � �� � 1 11 ,I I . � i I I i ; � . � I I � �! � , � ,, � i � , , ,.- III . , . i �f "O � It- . � I f I I I I I . I , . , , I I � I � i'� I i � 4 , i ; I i � �� 1-f . I '' ' : � � �.11.11,.,� : � 1 " ,; . I � - i tf �11_ ____ I , - --:-i,t-- ql_,-_t-1 - , I I I L _,� !=Lk 1� ! t-r'll � L--!- ___ -7- � _* - -. --_�� I ­ , � - . �._ - "" , I, __ I I- _______­ _­ -3'-- Sir U6n:--.9rCCw-- -- - -- - - - mr "On, I- '. - _. 'm comm ft Awc.Olil_ VC Im, C` 0". , ______ - 11CHEMAS OU SHU!, m fait WOOD WAM ____ " U. , ., SEEPI (2) OR (D W/ OR w/O@ SEE stmOt"al; ot, 'Hot 26 BE. I (2) TALLIED AT E.G. TYPICAL ELEVATJON FOR SERIES. 2000 1 F�__l,,l.__iioi-;_-_i RE S ORROMELED Wl 4EM KANDLE TO FAG,[TATC ,UST�LAI`ON : E-Z HANG STORM PANEL W SYSTEM IF WIENDED TO BE "PALLID FROM i NSOE OF ITITICTURE SCALE .$/w . I* I __ - ____l ­i.- - GAP ­ 1/4' OLUT GAP -A �� 77-S 7 \ 7_7 7 \ 7_71 7- / \ 7 \ 77 JtIr �,I�cs (p ./ - - @ - (2) SE" A;A tjolEs (1) OrF"TIQN, Of $Ef= - 2 RANG STORM PANILL S'FPCIA CONSISIING OF* PMLL � , _ ZQQQ C C I TRACKS TOP A FICOTOU� (1) ­�AZCTEM TO BOTTOM TRACK OTHERWISE A STOP BAR UrDSFANILLS SMALL A,LW4IS RE C RAU BE PROYfDfD AT TOP Of SUCH PANELS (,I) IF END PANELS ARE CONNECI�D 10 BOTTOM MI CONNEL-�Qh SMALL CONSIST OF 1/4 "IF-2001t' US W1 7/8 3/32- WING NUT OR 1/4-ft3/4" Mt, t"�URVREOOY INTO TAPPED BOTTOM TRACK L!��ATION OF FASTEhERS. MAY of AT EITHER OF TWO Cyl CRIOR FLAT FLANI OF END PANEL I.) IN CASE THAT END PANELS ARE NOT CONNCC`TrG 10 (10"ITCOV MACK ( a A STOP BAR �T � DN' Y USED AT TOP) AT LEAST TWO PAWLS SMALL air CONNECTED ,O BOT70M TRACK USING SPECS INDICATED ON NOTE �3) ABOVE IN SUICH CASE. CCN�tCTION C0.F PANELS TO D070M TRACK MAY OCC.Vif AT AM PANEL IOCAnON (5) SFE SECTION 1', 3' & 4 ON S14ELI 24 SET ANCHOR SCt,EOLLE ON "EET 25 - I' U. 2*/24 JP I'/24 (4' A, 2 ca)(virt Lam J mrawl ', I* Mit, � C."c"C", ......., I T P116"Tr- 3, ". - --,------ I _ (Sur SOMrDUtI 011 IPTtI 25) ir- - ____ - , . .,, - ___ .--- -1 I ::::;:r __ ,=--.- -.-- - -ii..." I.S& `� /:_ ___ - 111. W7---- 7____ lII­_=_____t____ ___ __ _­ z�­_�4' il�rl M or T _7_�e_7_ , 7 1�, -f*.- "11T­ . -f,t , - __ - , F, - � 71 fl- TT , , I I ., - - , , I � I � , i. �, , , � � I I . 1 . : 1 ! �, : I � "! I I 1� I I I � ! i It , , , I I : ! i r � ; � I� , � i 1 i I � � I : I ! � � I . I I I � : ; ; ! � I ! � , � I 1 : 1 � � � � ! . : , ! : , i I 1, 1 1� I! - 1 - . : � I , , - I 1; , : , , � �; I I , � . - I I . . . 60% ILI (END fthl[Q WLI : (Itat" ) 1 ; E.D w � 1 3. A I I � Mel S41 NOTE 2. 31 4 DUCRI : I 4 I , - YET 2. � , * , I �,wt;, � : I . I *­,-� �, �, � I Tul,F i � I,,,,)' ' ' '" pm .,�VWE I N . ..... I : I ; � � I ; 1: !�i;!, LL; i, :� 11 , i., (NOL � 1 17 4, , 'I. 1�., �lii. 1;", 1, � i � I I i � , I �*� i 1 1 , T-t -I- � . TO= PAPirts W/ I ; i � � i I ! � � � i I 1 1 � : ; * 1 : 1 � 1 � I � : I , � 1 �,4.p 02 4;PLA STSIS/ , .;" ; I . � ; I , ! : , . : I ; . 'A 3q)� NU I I i , � . I i : � I � , i t � 1 , I ; I 11 : T .- I . � r * I , I , T I � r,; � t-, i , , I , 1, I I . i , , , 40 X 't.- , I ! � , I ' I T I ' ' I I , � � I � � ! � I i j � 1 i 1 , , ; 1 I , , 1 1, - i � ; ; � I ! � � � , , i t I , Ll I It 11 il I � I 1 � I I f- , �, � : : � I . I i � . r L ­11L�.i _ ., � I I 1� 1-1i _,H�h � 1- ; i - � _! 4T -1 U__;.!.�j .... , - - . I--.--.,---- _-, - (Typ) i�__ - ____.__ - - �_ -Q) tottONRIF '"u). �"�'K LOCATED, ,,,. , '12- I END PANELS) ce PANELS __ __ IV - - -_- I— LAST PANEL Q) TO ONE LOPKIEV AT EACH I , OPENING qwi .ft's K ARM MMEOLE TO F TYPIC ELEVATION FO ES i 00 IF FRETUROCO 10 ==/ I K PP,OLO.10 MOM I M PANEL SYSTEM . INSIDE OF SYR . UCTURI _j WAX 31jr . I- I , P.. AIL. GAP �- ­.Pi(,-�,,,__-aA­ - IP RE - ? , as I I, qu, - C2�" / " ., I \ / -\--Z--'l SECTION 9- �in�w IOCA am PAmOS) MITU SW 3vv* - " (I) ormirlow OF SERIES I L - 7 HANG STORM PANEL SYSIEM CONSISTING OF PANEL , (rfTRACKS At TOP III PAINELMATI PLUS OR 15' LOW A BOTTOM W/ PANEUMIATES. (2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . I- p - '� -cl 2P: = Im. , , , .T CC tn --w 4A 0, .dC - w .a. , - wm 9 . I= - ;I- C�, 0) 11 I - i - !t 3: . _- ,�>- . 1! Zj w = � ;w = an .!:; 0) m ::, - "J"- -N - FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone ...a �Ytco, - 11 20 GAGE GALVANIZED STEEL STORM PANEL DRAPOI an .__.___­___ I - � , \ GLOBAL PROTECTION PRODUCTS, LLC. W/mi� CAM 11LIEC0111111 c. 11 MIN$. bt PRry !!L fts,'Wis ,ma" - - COLO.., , (, OUR. n 3m.. 20-176 1 - I I,.rII!I__ _I.t=."rl11_1."11"` Na"i lm� C.")MR-all" �90116712 -7i- - -_ Ow."a TIP - �Q"Of It - ll te, i '.t 67 _�- _T_ -7-- __ ------- - � 1. OF x . --- _. __ ______ GENERAL ! I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . I __ ­ DRAWILLit .. - " 0 " I I PLOPOWID, 'i, � ,"Top" A , . � 11 ___ - , I __ INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z-HANG STORM PANELA"INTO POURED CONCRETE OR CONCRETE BLOCK OPUPOOM �UPIOW` W�____, I 1 6:- (_ - .- -1 O..," "'O"Pit - - I-- , e - � IT) I --- �_4)1 OPIcar" MOMOR, 1 - - 0. "PHEILOAX � __1 0 rm IcLtOo,u. I F,--"4' I ',-At%f. ­ , _,, - (- XPRIMA, __ - - .) . �n ,- 4 . I . vicil .1 \ `�j - sd .! ------ \ , 0� I / I - -1 - . Ir. .1 � 1_� I .- - _01, 5­41 � ,,�­ ." -� I "I . I I , " "X"`-\ ­L_ -A- -, I I - I C." I..d i � I 1. O' * . . UNPROUL _ I -OW A""'T" - � � --vL_��--,,. I I" ��l ll� OlIc"I"' I , L 6� ". ___� __ I I ,- , I _<i0 I , " 7�74 '. r� , G4 - -0 \ . J twal"U". I I I I ORLOW, I 11 0 t I I � wo- 1L. L__j___T= \ 7 ,I I ./.V­j.' : I " . A e � \ F " I !,_, I , , ­__ I . __ i I - \ I , ,T_ __._ - '_ \ I - -� I I I I - - " I�7) ­­ I :��T . 11 I . 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't __,�8) l' , , vj_'�41& i :....*, *. \ � , NO. 44167 ** I FLORIDA L .E , , I -!* : : I == I I - . .01 GA` a' = - . - - BUILDING CODE (Nigh Velocity Nu can. Zone)l � � DORNILLED 1 - .1 . W - . - :w a .2m Mr. FP 4\ I- ; I I POSM..'ro", __ _S "a ".. S7A ...:It, F - 20 GAGE GALVANIZED STEEL STORM PANEL O... Or . - -----I - . I.- -.------ L-L-11 F7. 7, 77, �,,_ 10 .1 - DETAIL I ., � .:_ /w . . I t,�­�lll ,'L . . 11 11 GLOBAL PROTECTION PROOM LLC. OF SCA": il2* - I' ,� :_i_ z . 11LIECOme \ MIT -1 "m S, � 51 MEET , , " I , I , WARE. ft 33314 1 ., WW­ - .� . - __ . ­ � i$t�)�. IOWA r. tw)m-llo� 20-176 ­___­4_.______ - fasl­­ IWOOPILT,­., - �( SLAL.ISLIWATIORE/OALIE M-Dooll,71 wi!!!!"t - - Camm,ii, . __ WILLMOR A I"'U" ­ 1.9 * - FL" IJF I 411117 1 MEP��7;_,_ j - -- mu . Par OR I I -6--i (1) a) C_ C/) -?b (1) -IIIIIIIIIIII, -0 > r- 0 L_ C _0 a) CL 0 (1) 0_ 0 L_ C CU -0 0- . .- _10IIIIII0 (1) (1) 0) 0 .0, Cl) 4_0 q =3 CU -cu - Fn (1) -0 0 -0 -0 C (:) 0 -= (D L_ - 0 0�. a 0 3: C = .O- LL- - CU 0 .4- ..I,- CU COO 0 > . Cn a> " L_ cn-Iii-a aii. "E cu .,0 CU CD F _0 . G Cn < a 4 z z w mi C/) _iI.., " (1) (1) (1) = 'BIBIBBB-0 U) +__m =3 m > 0 L_ 0- C/) CL < -4-0 0 a) = C: -0 0 L_ CIO a- 0 a) I C/) L. cu " rn =3 LU m III z z < _j a- ' SHEET NO. SH 1.2 __­ _`1 I -VI, .,,�r, N,Yj`�'f * : .. . . : 167 . : No. ..S. *� Ll , 5 __.�, I., .0 � '. "M ()F� L,.i �. , - ; . 4 4 . I. I '. SEE Ilem Ia & 20 FOR W�Htal` TYPE . OMOHCR 119% 1/4% SPOICTIG `OR UP W." eft 4,00C, . `APIPW m� aullumit; - � Ill"Ceall C-j I UPFOULt. MONOW VACINDS MIL -�. � -.------ -7- --- - __ - __ -- OVA OIPANCk AM FODWIED, OLY .4 - - i_!!!�,�t_l - -, . - I - - &CNEDULF Fop ED Lrss TO,OIAO �w�ID OIL, -a-- ToPPROA COUR, r.) I sCwDUUE REDuct Aidc"Oft "Acamt " VULT"L SPACING S�� MO SCHEDUL( AcPA ILlk I= NW*m Fmm IN THE �� rALTDRS FOR NIS OPERATION 10 K 'V$Mf- RECOLCM I :/" " SPICLOIC 0111EMOMED VIMNIG FACIOR SMALL NOT If /,- . BE LESS THALLI ULLTLAUM S.C.4 AIMAITI) - - 1. to# EA5, WHOR 'Y" ol, 1ORI, SCHEDULE Y` 3 I t?* I l9^.lWNA�A.TL 4111�1�1�� �l -1:.!!�,;;!"., '-_�CENj�-%!� . I * . . fir -' No. 44167 *-, i I TOY - FLORIDA BUILDING CODE (Nigh Velocity Nur cane zono)l - "I .Ic 20 GAGE GALVANIZED STEEL STORM PANEL It, -_ --- ____ - MWALL !�__ I . � -7/3" . , " 'LORAL PROTECTION PRODUCTS, U.C. Mir 11LIECOm., \ MICZ, &.a 61 SIM, . 91� Irrje 000=Am Dow." , E, IMIRI 11 3"O. IT ...I " l!"Lli. I. (�im-� 20-176 - MW_.,_ - MR)OPI-1.1 (L"_OXXXIv Vy,;-;7 -.w DR- . -M A MUT ... PL E - _:��� saw " OFF " rU^Q- ul. I w.? P. 4 - - ____.____._______ - IN15TALLAIION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTELA tNT_Q_ EXISTING WOOD STRUCTURES I I . L � . ____41�1 ________4 7 '' I � � .� , ­ . , , _­lT____ I I ,- . _ 1/4' 1 TAPCOS 0 IT' CC 1/4'6 TAPLON 0 6- CLC � 1 */, 0 /Z MIN, THREADED � -,- '! 1 A("/2`CfAN THIREADED ! t PENE"llitAnDith AT WOOD 4 1 1 7, , Ot, 'Dica i . .EADER I . i f I I I I �i i 4; -_ , , i - I I I In . , . I - I /,. � I ,/.- 1/4- 1 r I + 1 1 1 W. I I 1 I I , _7 ____ [I,�Ll I I . - _ - - I 1 4 � I,", I WOW HEADER I , I WOOD..EADE" I 1 2* 1 1 REOUIQFC A - i M. I 1�), RrWI ft) 'I. - I MM' r I J�r ­-L � ___ _ __ --I- ! � I tow f, -- - ­17-1 � -_ :1 " . : I "', t I - - i I . I I i . 1 �! I r . I t, i - � ! , , . V­_ I ; '. OLALS r (SEF %C4FDW -1 � I � txntw. oT ,HOUL, Is) GLASS - I � ­ sol-l- I � : I .I. ,Na. � 10 � PASEL LENGTH . I �-- = icHICOLLE - I I . P I ISEE Holt I BELOW) I I, MEL LENGTH 11 ,4t NOTE I BELOW) mslIwl_l m � 'a) 1/4'0-20.1' I , I CLASS ­ � $5 LOS ./ 2. � - -I!5 : - I � 41 1 ZOLNU,311 i . I I I I � I . : I ; .1 I " f �� � ", � . i I I � I � , I � : I � i * � ! � *# I ! ? � I i i I � I ; [ � � f) � I I . -_ I r- i : 7 I 1 �[ � , - - �'A � ,I - - . -_- i . I ro � I -,-- ___ _� I I I �. I _� . ) - I - -,, , I Flo I -, Flo � i I w , I " '* I I � I I ED I I I - �,___I____� ; .!�_ I i I I . ! L__ , - - I � I I - 2'..' WOOD PLATE I I 7/6 - . , JIJW' WING NUT 2'.4* WOOD FLAIL ,I : 7/8*0 . 3/32' WING; NUT '"'O"TRED . 'L� ' I WAS-Ep 0 9 /1, OC REOLARIED I WASHER 0 (BEYOND) #14-10 P IV, - . I PWIMAIE Pt's I I ,,, / t 0 6 1/4-AKLMATEI P".. -1 - . �,,D /I I/OO' ..� ,..EI&, ,*,/.E.'DN I .IN .111=0C,414LETIVITION � At MICKII Of PLAIt .1 I - 1.i � A, .,. - p,AfE I �� �, I , WALL MOUNTING IN t ATION WALL M I ATION &.0141144#00""', ALTERNATIVE 8BW ,;�;�..!L�l^ 110OFFAMSEL ,,,� 0 0. T11 0 LIFE SAFETY PANE SCALE 3/6--i- �k ­­ ".. .1%p".. llr*, . " \yr, E N S,r '- - .. I. ,, SCALE 3/8-. I - FLORIDA BUILDING CODE (High Velocity NUr Icons Zone), mm I ... W" .m.. w 11 Z : 20 GAGE GALVANIZED STEEL STORM PANEL : IWI TIONS ARE ONLY VALjD FOR BUILDINGS WIT. AS D DESIGAI IZAM 2 . , I �*; -_ DOMP. UP 'TO �sS5. -720 PSI AND PAPAL'S LE,WTH UP TO ll'-ft' � * . * , _� I � -, . ____ ___ - I fATE Q� j : ,/ ' GLOBAL PROTE DOW. , I - 2 FOR NEW W r, FRAME CONSTRUCTION WOOD EWEIEPS TO HE SOUTI�(Ril sk-lo". , 5 a � 4, 11LIECO... \ cr*N PRODUCTS, Lm *'/w"`* S ,2,6 .m $.a 51 11"m ,% .. OW . ' ITIAff TIDITING 4, ��- COMP.- C. ', OITNE NO 2. W/ 5PECIFx DENSITY OF 05� OR roLAL ., � D ---I ... I e­ .. �, �, '" "'", .. .. . - , OFX�j I , ARA.- - ,', Pit - - - I _. "'Mit, (_NmW­FM5, FAIL (-)M�n" 20-176 / i --- 1: - - ,-, . I -auldo ­.- [almi . , .. p_Kr_l-;_-7-wl_l;-_ =7, :: , - i - "I'll# .11!1_11. .t, W"ll A. ALUT Ji. 0.1 ��: -5 --.------.-- F� Ut, # 44161 -9 ! 1 - 1 --� sam, w or 26 '/24 SP ,, KLO.) I./24 4'/240- 4 a/ ast w/. (ID. (D (SU -011 2 BELOW) o,..,, SE,M 'Ce "ON'Mm ..0,R)RIO w rl� 0 EA,H . SCHEDULE ON 9,417 25. IM Wm SCXFW _____ - ------. 3. - OF r-\ fr-'z- --- 11--_ - Ia SEC"O'Ll, OU lAw 26 ;I ,?-_ ,_ . .. I - .- T­­ _____ --------- - - I - - - 6111r, . ,__ -, __ - �;.;. _: - - �_t-_ ---.- 7m� , 1- _ - , 441�,�; - t I _... +0_, 1 p-, fl---- .t , ,� � , . , ,�­_ r , 1 ! � : . t . . I. Ill. i - - I I � !�_ � � I L_? I , I - r7C_ t#__ , � ! i 1 : I ; i L ! I I I I I I � : ; � � i i I � I � I i � i � i i , , , i , � . 11 ! ; � ; I I : I I I I � j f � : , I ; : � ; ! : , . ! � , : 1 1 � . - . � , , .1 - � I I ; . I . I - - - . I i - - - I I I . I . . . . I � 7 p * I fig X -L, j � � L'04, P.*,I) i "NEOPOE` -1) itin"I PAW! I I ,`Mwo (CIO "WALLI.) I �- I'M �. 3. i � : 7111calall I I . I I M NOTE 2. 3 4 SLOW "�� , � I � j 1 i � ! i i ! I ! t � � , , I , : , I - , , i I I -�-r(');� 7 : L,--4-- 1) I � � _.,_� %O I I � : : I ri 4D, .; 41 � m - � � ; - 'I, * , � � 1 1 I , . � ; . � ! 1 �.! I � j I � ; I � , 1 , I -L �"_ 7 i i � � i � � � � 1.1 � i � ' AM ")r �: ! i i 1 � , : ! � � 1 /. ql�V WIS */ ; � I � I � I I I 1 t , 1 � � 1 � � � I v � �� � 1 11 ,I I . � i I I i ; � . � I I � �! � , � ,, � i � , , ,.- III . , . i �f "O � It- . � I f I I I I I . I , . , , I I � I � i'� I i � 4 , i ; I i � �� 1-f . I '' ' : � � �.11.11,.,� : � 1 " ,; . I � - i tf �11_ ____ I , - --:-i,t-- ql_,-_t-1 - , I I I L _,� !=Lk 1� ! t-r'll � L--!- ___ -7- � _* - -. --_�� I ­ , � - . �._ - "" , I, __ I I- _______­ _­ -3'-- Sir U6n:--.9rCCw-- -- - -- - - - mr "On, I- '. - _. 'm comm ft Awc.Olil_ VC Im, C` 0". , ______ - 11CHEMAS OU SHU!, m fait WOOD WAM ____ " U. , ., SEEPI (2) OR (D W/ OR w/O@ SEE stmOt"al; ot, 'Hot 26 BE. I (2) TALLIED AT E.G. TYPICAL ELEVATJON FOR SERIES. 2000 1 F�__l,,l.__iioi-;_-_i RE S ORROMELED Wl 4EM KANDLE TO FAG,[TATC ,UST�LAI`ON : E-Z HANG STORM PANEL W SYSTEM IF WIENDED TO BE "PALLID FROM i NSOE OF ITITICTURE SCALE .$/w . I* I __ - ____l ­i.- - GAP ­ 1/4' OLUT GAP -A �� 77-S 7 \ 7_7 7 \ 7_71 7- / \ 7 \ 77 JtIr �,I�cs (p ./ - - @ - (2) SE" A;A tjolEs (1) OrF"TIQN, Of $Ef= - 2 RANG STORM PANILL S'FPCIA CONSISIING OF* PMLL � , _ ZQQQ C C I TRACKS TOP A FICOTOU� (1) ­�AZCTEM TO BOTTOM TRACK OTHERWISE A STOP BAR UrDSFANILLS SMALL A,LW4IS RE C RAU BE PROYfDfD AT TOP Of SUCH PANELS (,I) IF END PANELS ARE CONNECI�D 10 BOTTOM MI CONNEL-�Qh SMALL CONSIST OF 1/4 "IF-2001t' US W1 7/8 3/32- WING NUT OR 1/4-ft3/4" Mt, t"�URVREOOY INTO TAPPED BOTTOM TRACK L!��ATION OF FASTEhERS. MAY of AT EITHER OF TWO Cyl CRIOR FLAT FLANI OF END PANEL I.) IN CASE THAT END PANELS ARE NOT CONNCC`TrG 10 (10"ITCOV MACK ( a A STOP BAR �T � DN' Y USED AT TOP) AT LEAST TWO PAWLS SMALL air CONNECTED ,O BOT70M TRACK USING SPECS INDICATED ON NOTE �3) ABOVE IN SUICH CASE. CCN�tCTION C0.F PANELS TO D070M TRACK MAY OCC.Vif AT AM PANEL IOCAnON (5) SFE SECTION 1', 3' & 4 ON S14ELI 24 SET ANCHOR SCt,EOLLE ON "EET 25 - I' U. 2*/24 JP I'/24 (4' A, 2 ca)(virt Lam J mrawl ', I* Mit, � C."c"C", ......., I T P116"Tr- 3, ". - --,------ I _ (Sur SOMrDUtI 011 IPTtI 25) ir- - ____ - , . .,, - ___ .--- -1 I ::::;:r __ ,=--.- -.-- - -ii..." I.S& `� /:_ ___ - 111. W7---- 7____ lII­_=_____t____ ___ __ _­ z�­_�4' il�rl M or T _7_�e_7_ , 7 1�, -f*.- "11T­ . -f,t , - __ - , F, - � 71 fl- TT , , I I ., - - , , I � I � , i. �, , , � � I I . 1 . : 1 ! �, : I � "! I I 1� I I I � ! i It , , , I I : ! i r � ; � I� , � i 1 i I � � I : I ! � � I . I I I � : ; ; ! � I ! � , � I 1 : 1 � � � � ! . : , ! : , i I 1, 1 1� I! - 1 - . : � I , , - I 1; , : , , � �; I I , � . - I I . . . 60% ILI (END fthl[Q WLI : (Itat" ) 1 ; E.D w � 1 3. A I I � Mel S41 NOTE 2. 31 4 DUCRI : I 4 I , - YET 2. � , * , I �,wt;, � : I . I *­,-� �, �, � I Tul,F i � I,,,,)' ' ' '" pm .,�VWE I N . ..... I : I ; � � I ; 1: !�i;!, LL; i, :� 11 , i., (NOL � 1 17 4, , 'I. 1�., �lii. 1;", 1, � i � I I i � , I �*� i 1 1 , T-t -I- � . TO= PAPirts W/ I ; i � � i I ! � � � i I 1 1 � : ; * 1 : 1 � 1 � I � : I , � 1 �,4.p 02 4;PLA STSIS/ , .;" ; I . � ; I , ! : , . : I ; . 'A 3q)� NU I I i , � . I i : � I � , i t � 1 , I ; I 11 : T .- I . � r * I , I , T I � r,; � t-, i , , I , 1, I I . i , , , 40 X 't.- , I ! � , I ' I T I ' ' I I , � � I � � ! � I i j � 1 i 1 , , ; 1 I , , 1 1, - i � ; ; � I ! � � � , , i t I , Ll I It 11 il I � I 1 � I I f- , �, � : : � I . I i � . r L ­11L�.i _ ., � I I 1� 1-1i _,H�h � 1- ; i - � _! 4T -1 U__;.!.�j .... , - - . I--.--.,---- _-, - (Typ) i�__ - ____.__ - - �_ -Q) tottONRIF '"u). �"�'K LOCATED, ,,,. , '12- I END PANELS) ce PANELS __ __ IV - - -_- I— LAST PANEL Q) TO ONE LOPKIEV AT EACH I , OPENING qwi .ft's K ARM MMEOLE TO F TYPIC ELEVATION FO ES i 00 IF FRETUROCO 10 ==/ I K PP,OLO.10 MOM I M PANEL SYSTEM . INSIDE OF SYR . UCTURI _j WAX 31jr . I- I , P.. AIL. GAP �- ­.Pi(,-�,,,__-aA­ - IP RE - ? , as I I, qu, - C2�" / " ., I \ / -\--Z--'l SECTION 9- �in�w IOCA am PAmOS) MITU SW 3vv* - " (I) ormirlow OF SERIES I L - 7 HANG STORM PANEL SYSIEM CONSISTING OF PANEL , (rfTRACKS At TOP III PAINELMATI PLUS OR 15' LOW A BOTTOM W/ PANEUMIATES. (2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . I- p - '� -cl 2P: = Im. , , , .T CC tn --w 4A 0, .dC - w .a. , - wm 9 . I= - ;I- C�, 0) 11 I - i - !t 3: . _- ,�>- . 1! Zj w = � ;w = an .!:; 0) m ::, - "J"- -N - FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone ...a �Ytco, - 11 20 GAGE GALVANIZED STEEL STORM PANEL DRAPOI an .__.___­___ I - � , \ GLOBAL PROTECTION PRODUCTS, LLC. W/mi� CAM 11LIEC0111111 c. 11 MIN$. bt PRry !!L fts,'Wis ,ma" - - COLO.., , (, OUR. n 3m.. 20-176 1 - I I,.rII!I__ _I.t=."rl11_1."11"` Na"i lm� C.")MR-all" �90116712 -7i- - -_ Ow."a TIP - �Q"Of It - ll te, i '.t 67 _�- _T_ -7-- __ ------- - � 1. OF x . --- _. __ ______ GENERAL ! I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . I __ ­ DRAWILLit .. - " 0 " I I PLOPOWID, 'i, � ,"Top" A , . � 11 ___ - , I __ INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z-HANG STORM PANELA"INTO POURED CONCRETE OR CONCRETE BLOCK OPUPOOM �UPIOW` W�____, I 1 6:- (_ - .- -1 O..," "'O"Pit - - I-- , e - � IT) I --- �_4)1 OPIcar" MOMOR, 1 - - 0. "PHEILOAX � __1 0 rm IcLtOo,u. I F,--"4' I ',-At%f. ­ , _,, - (- XPRIMA, __ - - .) . �n ,- 4 . I . vicil .1 \ `�j - sd .! ------ \ , 0� I / I - -1 - . Ir. .1 � 1_� I .- - _01, 5­41 � ,,�­ ." -� I "I . I I , " "X"`-\ ­L_ -A- -, I I - I C." I..d i � I 1. O' * . . UNPROUL _ I -OW A""'T" - � � --vL_��--,,. I I" ��l ll� OlIc"I"' I , L 6� ". ___� __ I I ,- , I _<i0 I , " 7�74 '. r� , G4 - -0 \ . J twal"U". I I I I ORLOW, I 11 0 t I I � wo- 1L. L__j___T= \ 7 ,I I ./.V­j.' : I " . A e � \ F " I !,_, I , , ­__ I . __ i I - \ I , ,T_ __._ - '_ \ I - -� I I I I - - " I�7) ­­ I :��T . 11 I . 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DPORY, �, __ ". - 2�1 , T ii;lna, ��-� � K- � I '� �� - -- =w - ­ ­7�- -, -7,­_,,, t_­ I � 11. .- .. ,*.:�w , - 110- - -­- ­ :� 1/.�'_vl - - TWO I I v , ­ _ __j I .0.0m ; " U�_ 1:�7-- - - . , � � - ."O­ve 'PLAOINGIMI, INCET _ =TT-r - - 1�1. _ - I ��/ - , sGort �, " � / vitif w C., :�, _/ \ __� . I -PWSI,r - I _-) w==__, ,�6 / I OPK�`Irft_ / _PFUAF - UOU" 111 - - C21 I Ft (W �_ - _ ---J_(AA catKi"NIOLO) - . Ir., . R4v` .) . I I WALL AN QtRECT MOUNTING INST, ON .- .) - WALL MOUNTING-INSL I swnON V no I I 0 � - 11 "..I " FLOOR TO CEILING MOUNTING INST& BUILD-00-AQUE Q INST --- / , SECTION 3' SECIJOILf SCALE )/E.I* I � � I. 4,�', _ ve" W AIML-L m. . SGA; I 3/8-,. SCALE S/B." -1 ___ 0 1 1 � , __ -. -!FzC.REEAW­ HOR ","ll #III,,, `v I/ � ; � - TOP As OR � k. - t L- q .-.Imm C. I ., . OTolm-m V �0 i�..:. �/4�X ---(�) .' . .", , ON CHICE' 11 t, .,� . . 1 L_j__ _ � - , . 4 .. - r - - __ ,,,\CEN'ri...�'? 't __,�8) l' , , vj_'�41& i :....*, *. \ � , NO. 44167 ** I FLORIDA L .E , , I -!* : : I == I I - . .01 GA` a' = - . - - BUILDING CODE (Nigh Velocity Nu can. Zone)l � � DORNILLED 1 - .1 . W - . - :w a .2m Mr. FP 4\ I- ; I I POSM..'ro", __ _S "a ".. S7A ...:It, F - 20 GAGE GALVANIZED STEEL STORM PANEL O... Or . - -----I - . I.- -.------ L-L-11 F7. 7, 77, �,,_ 10 .1 - DETAIL I ., � .:_ /w . . I t,�­�lll ,'L . . 11 11 GLOBAL PROTECTION PROOM LLC. OF SCA": il2* - I' ,� :_i_ z . 11LIECOme \ MIT -1 "m S, � 51 MEET , , " I , I , WARE. ft 33314 1 ., WW­ - .� . - __ . ­ � i$t�)�. IOWA r. tw)m-llo� 20-176 ­___­4_.______ - fasl­­ IWOOPILT,­., - �( SLAL.ISLIWATIORE/OALIE M-Dooll,71 wi!!!!"t - - Camm,ii, . __ WILLMOR A I"'U" ­ 1.9 * - FL" IJF I 411117 1 MEP��7;_,_ j - -- mu . Par OR I I -6--i (1) a) C_ C/) -?b (1) -IIIIIIIIIIII, -0 > r- 0 L_ C _0 a) CL 0 (1) 0_ 0 L_ C CU -0 0- . .- _10IIIIII0 (1) (1) 0) 0 .0, Cl) 4_0 q =3 CU -cu - Fn (1) -0 0 -0 -0 C (:) 0 -= (D L_ - 0 0�. a 0 3: C = .O- LL- - CU 0 .4- ..I,- CU COO 0 > . Cn a> " L_ cn-Iii-a aii. "E cu .,0 CU CD F _0 . G Cn < a 4 z z w mi C/) _iI.., " (1) (1) (1) = 'BIBIBBB-0 U) +__m =3 m > 0 L_ 0- C/) CL < -4-0 0 a) = C: -0 0 L_ CIO a- 0 a) I C/) L. cu " rn =3 LU m III z z < _j a- ' SHEET NO. SH 1.2 __­ _`1 I -VI, .,,�r, N,Yj`�'f * : .. . . : 167 . : No. ..S. *� Ll , 5 __.�, I., .0 � '. "M ()F� L,.i �. , - ; . 4 4 . I. I '. 4111�1�1�� �l -1:.!!�,;;!"., '-_�CENj�-%!� . I * . . fir -' No. 44167 *-, i I TOY - FLORIDA BUILDING CODE (Nigh Velocity Nur cane zono)l - "I .Ic 20 GAGE GALVANIZED STEEL STORM PANEL It, -_ --- ____ - MWALL !�__ I . � -7/3" . , " 'LORAL PROTECTION PRODUCTS, U.C. Mir 11LIECOm., \ MICZ, &.a 61 SIM, . 91� Irrje 000=Am Dow." , E, IMIRI 11 3"O. IT ...I " l!"Lli. I. (�im-� 20-176 - MW_.,_ - MR)OPI-1.1 (L"_OXXXIv Vy,;-;7 -.w DR- . -M A MUT ... PL E - _:��� saw " OFF " rU^Q- ul. I w.? P. 4 - - ____.____._______ - IN15TALLAIION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTELA tNT_Q_ EXISTING WOOD STRUCTURES I I . L � . ____41�1 ________4 7 '' I � � .� , ­ . , , _­lT____ I I ,- . _ 1/4' 1 TAPCOS 0 IT' CC 1/4'6 TAPLON 0 6- CLC � 1 */, 0 /Z MIN, THREADED � -,- '! 1 A("/2`CfAN THIREADED ! t PENE"llitAnDith AT WOOD 4 1 1 7, , Ot, 'Dica i . .EADER I . i f I I I I �i i 4; -_ , , i - I I I In . , . I - I /,. � I ,/.- 1/4- 1 r I + 1 1 1 W. I I 1 I I , _7 ____ [I,�Ll I I . - _ - - I 1 4 � I,", I WOW HEADER I , I WOOD..EADE" I 1 2* 1 1 REOUIQFC A - i M. I 1�), RrWI ft) 'I. - I MM' r I J�r ­-L � ___ _ __ --I- ! � I tow f, -- - ­17-1 � -_ :1 " . : I "', t I - - i I . I I i . 1 �! I r . I t, i - � ! , , . V­_ I ; '. OLALS r (SEF %C4FDW -1 � I � txntw. oT ,HOUL, Is) GLASS - I � ­ sol-l- I � : I .I. ,Na. � 10 � PASEL LENGTH . I �-- = icHICOLLE - I I . P I ISEE Holt I BELOW) I I, MEL LENGTH 11 ,4t NOTE I BELOW) mslIwl_l m � 'a) 1/4'0-20.1' I , I CLASS ­ � $5 LOS ./ 2. � - -I!5 : - I � 41 1 ZOLNU,311 i . I I I I � I . : I ; .1 I " f �� � ", � . i I I � I � , I � : I � i * � ! � *# I ! ? � I i i I � I ; [ � � f) � I I . -_ I r- i : 7 I 1 �[ � , - - �'A � ,I - - . -_- i . I ro � I -,-- ___ _� I I I �. I _� . ) - I - -,, , I Flo I -, Flo � i I w , I " '* I I � I I ED I I I - �,___I____� ; .!�_ I i I I . ! L__ , - - I � I I - 2'..' WOOD PLATE I I 7/6 - . , JIJW' WING NUT 2'.4* WOOD FLAIL ,I : 7/8*0 . 3/32' WING; NUT '"'O"TRED . 'L� ' I WAS-Ep 0 9 /1, OC REOLARIED I WASHER 0 (BEYOND) #14-10 P IV, - . I PWIMAIE Pt's I I ,,, / t 0 6 1/4-AKLMATEI P".. -1 - . �,,D /I I/OO' ..� ,..EI&, ,*,/.E.'DN I .IN .111=0C,414LETIVITION � At MICKII Of PLAIt .1 I - 1.i � A, .,. - p,AfE I �� �, I , WALL MOUNTING IN t ATION WALL M I ATION &.0141144#00""', ALTERNATIVE 8BW ,;�;�..!L�l^ 110OFFAMSEL ,,,� 0 0. T11 0 LIFE SAFETY PANE SCALE 3/6--i- �k ­­ ".. .1%p".. llr*, . " \yr, E N S,r '- - .. I. ,, SCALE 3/8-. I - FLORIDA BUILDING CODE (High Velocity NUr Icons Zone), mm I ... W" .m.. w 11 Z : 20 GAGE GALVANIZED STEEL STORM PANEL : IWI TIONS ARE ONLY VALjD FOR BUILDINGS WIT. AS D DESIGAI IZAM 2 . , I �*; -_ DOMP. UP 'TO �sS5. -720 PSI AND PAPAL'S LE,WTH UP TO ll'-ft' � * . * , _� I � -, . ____ ___ - I fATE Q� j : ,/ ' GLOBAL PROTE DOW. , I - 2 FOR NEW W r, FRAME CONSTRUCTION WOOD EWEIEPS TO HE SOUTI�(Ril sk-lo". , 5 a � 4, 11LIECO... \ cr*N PRODUCTS, Lm *'/w"`* S ,2,6 .m $.a 51 11"m ,% .. OW . ' ITIAff TIDITING 4, ��- COMP.- C. ', OITNE NO 2. W/ 5PECIFx DENSITY OF 05� OR roLAL ., � D ---I ... I e­ .. �, �, '" "'", .. .. . - , OFX�j I , ARA.- - ,', Pit - - - I _. "'Mit, (_NmW­FM5, FAIL (-)M�n" 20-176 / i --- 1: - - ,-, . I -auldo ­.- [almi . , .. p_Kr_l-;_-7-wl_l;-_ =7, :: , - i - "I'll# .11!1_11. .t, W"ll A. 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TYPICAL ELEVATJON FOR SERIES. 2000 1 F�__l,,l.__iioi-;_-_i RE S ORROMELED Wl 4EM KANDLE TO FAG,[TATC ,UST�LAI`ON : E-Z HANG STORM PANEL W SYSTEM IF WIENDED TO BE "PALLID FROM i NSOE OF ITITICTURE SCALE .$/w . I* I __ - ____l ­i.- - GAP ­ 1/4' OLUT GAP -A �� 77-S 7 \ 7_7 7 \ 7_71 7- / \ 7 \ 77 JtIr �,I�cs (p ./ - - @ - (2) SE" A;A tjolEs (1) OrF"TIQN, Of $Ef= - 2 RANG STORM PANILL S'FPCIA CONSISIING OF* PMLL � , _ ZQQQ C C I TRACKS TOP A FICOTOU� (1) ­�AZCTEM TO BOTTOM TRACK OTHERWISE A STOP BAR UrDSFANILLS SMALL A,LW4IS RE C RAU BE PROYfDfD AT TOP Of SUCH PANELS (,I) IF END PANELS ARE CONNECI�D 10 BOTTOM MI CONNEL-�Qh SMALL CONSIST OF 1/4 "IF-2001t' US W1 7/8 3/32- WING NUT OR 1/4-ft3/4" Mt, t"�URVREOOY INTO TAPPED BOTTOM TRACK L!��ATION OF FASTEhERS. MAY of AT EITHER OF TWO Cyl CRIOR FLAT FLANI OF END PANEL I.) IN CASE THAT END PANELS ARE NOT CONNCC`TrG 10 (10"ITCOV MACK ( a A STOP BAR �T � DN' Y USED AT TOP) AT LEAST TWO PAWLS SMALL air CONNECTED ,O BOT70M TRACK USING SPECS INDICATED ON NOTE �3) ABOVE IN SUICH CASE. CCN�tCTION C0.F PANELS TO D070M TRACK MAY OCC.Vif AT AM PANEL IOCAnON (5) SFE SECTION 1', 3' & 4 ON S14ELI 24 SET ANCHOR SCt,EOLLE ON "EET 25 - I' U. 2*/24 JP I'/24 (4' A, 2 ca)(virt Lam J mrawl ', I* Mit, � C."c"C", ......., I T P116"Tr- 3, ". - --,------ I _ (Sur SOMrDUtI 011 IPTtI 25) ir- - ____ - , . .,, - ___ .--- -1 I ::::;:r __ ,=--.- -.-- - -ii..." I.S& `� /:_ ___ - 111. W7---- 7____ lII­_=_____t____ ___ __ _­ z�­_�4' il�rl M or T _7_�e_7_ , 7 1�, -f*.- "11T­ . -f,t , - __ - , F, - � 71 fl- TT , , I I ., - - , , I � I � , i. �, , , � � I I . 1 . : 1 ! �, : I � "! I I 1� I I I � ! i It , , , I I : ! i r � ; � I� , � i 1 i I � � I : I ! � � I . 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I--.--.,---- _-, - (Typ) i�__ - ____.__ - - �_ -Q) tottONRIF '"u). �"�'K LOCATED, ,,,. , '12- I END PANELS) ce PANELS __ __ IV - - -_- I— LAST PANEL Q) TO ONE LOPKIEV AT EACH I , OPENING qwi .ft's K ARM MMEOLE TO F TYPIC ELEVATION FO ES i 00 IF FRETUROCO 10 ==/ I K PP,OLO.10 MOM I M PANEL SYSTEM . INSIDE OF SYR . UCTURI _j WAX 31jr . I- I , P.. AIL. GAP �- ­.Pi(,-�,,,__-aA­ - IP RE - ? , as I I, qu, - C2�" / " ., I \ / -\--Z--'l SECTION 9- �in�w IOCA am PAmOS) MITU SW 3vv* - " (I) ormirlow OF SERIES I L - 7 HANG STORM PANEL SYSIEM CONSISTING OF PANEL , (rfTRACKS At TOP III PAINELMATI PLUS OR 15' LOW A BOTTOM W/ PANEUMIATES. (2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . I- p - '� -cl 2P: = Im. , , , .T CC tn --w 4A 0, .dC - w .a. , - wm 9 . I= - ;I- C�, 0) 11 I - i - !t 3: . _- ,�>- . 1! Zj w = � ;w = an .!:; 0) m ::, - "J"- -N - FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone ...a �Ytco, - 11 20 GAGE GALVANIZED STEEL STORM PANEL DRAPOI an .__.___­___ I - � , \ GLOBAL PROTECTION PRODUCTS, LLC. W/mi� CAM 11LIEC0111111 c. 11 MIN$. bt PRry !!L fts,'Wis ,ma" - - COLO.., , (, OUR. n 3m.. 20-176 1 - I I,.rII!I__ _I.t=."rl11_1."11"` Na"i lm� C.")MR-all" �90116712 -7i- - -_ Ow."a TIP - �Q"Of It - ll te, i '.t 67 _�- _T_ -7-- __ ------- - � 1. OF x . --- _. __ ______ GENERAL ! I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . 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't __,�8) l' , , vj_'�41& i :....*, *. \ � , NO. 44167 ** I FLORIDA L .E , , I -!* : : I == I I - . .01 GA` a' = - . - - BUILDING CODE (Nigh Velocity Nu can. Zone)l � � DORNILLED 1 - .1 . W - . - :w a .2m Mr. FP 4\ I- ; I I POSM..'ro", __ _S "a ".. S7A ...:It, F - 20 GAGE GALVANIZED STEEL STORM PANEL O... Or . - -----I - . I.- -.------ L-L-11 F7. 7, 77, �,,_ 10 .1 - DETAIL I ., � .:_ /w . . I t,�­�lll ,'L . . 11 11 GLOBAL PROTECTION PROOM LLC. OF SCA": il2* - I' ,� :_i_ z . 11LIECOme \ MIT -1 "m S, � 51 MEET , , " I , I , WARE. ft 33314 1 ., WW­ - .� . - __ . ­ � i$t�)�. IOWA r. tw)m-llo� 20-176 ­___­4_.______ - fasl­­ IWOOPILT,­., - �( SLAL.ISLIWATIORE/OALIE M-Dooll,71 wi!!!!"t - - Camm,ii, . __ WILLMOR A I"'U" ­ 1.9 * - FL" IJF I 411117 1 MEP��7;_,_ j - -- mu . 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I - .- T­­ _____ --------- - - I - - - 6111r, . ,__ -, __ - �;.;. _: - - �_t-_ ---.- 7m� , 1- _ - , 441�,�; - t I _... +0_, 1 p-, fl---- .t , ,� � , . , ,�­_ r , 1 ! � : . t . . I. Ill. i - - I I � !�_ � � I L_? I , I - r7C_ t#__ , � ! i 1 : I ; i L ! I I I I I I � : ; � � i i I � I � I i � i � i i , , , i , � . 11 ! ; � ; I I : I I I I � j f � : , I ; : � ; ! : , . ! � , : 1 1 � . - . � , , .1 - � I I ; . I . I - - - . I i - - - I I I . I . . . . I � 7 p * I fig X -L, j � � L'04, P.*,I) i "NEOPOE` -1) itin"I PAW! I I ,`Mwo (CIO "WALLI.) I �- I'M �. 3. i � : 7111calall I I . I I M NOTE 2. 3 4 SLOW "�� , � I � j 1 i � ! i i ! I ! t � � , , I , : , I - , , i I I -�-r(');� 7 : L,--4-- 1) I � � _.,_� %O I I � : : I ri 4D, .; 41 � m - � � ; - 'I, * , � � 1 1 I , . � ; . � ! 1 �.! I � j I � ; I � , 1 , I -L �"_ 7 i i � � i � � � � 1.1 � i � ' AM ")r �: ! i i 1 � , : ! � � 1 /. ql�V WIS */ ; � I � I � I I I 1 t , 1 � � 1 � � � I v � �� � 1 11 ,I I . � i I I i ; � . � I I � �! � , � ,, � i � , , ,.- III . , . i �f "O � It- . � I f I I I I I . I , . , , I I � I � i'� I i � 4 , i ; I i � �� 1-f . I '' ' : � � �.11.11,.,� : � 1 " ,; . I � - i tf �11_ ____ I , - --:-i,t-- ql_,-_t-1 - , I I I L _,� !=Lk 1� ! t-r'll � L--!- ___ -7- � _* - -. --_�� I ­ , � - . �._ - "" , I, __ I I- _______­ _­ -3'-- Sir U6n:--.9rCCw-- -- - -- - - - mr "On, I- '. - _. 'm comm ft Awc.Olil_ VC Im, C` 0". , ______ - 11CHEMAS OU SHU!, m fait WOOD WAM ____ " U. , ., SEEPI (2) OR (D W/ OR w/O@ SEE stmOt"al; ot, 'Hot 26 BE. I (2) TALLIED AT E.G. TYPICAL ELEVATJON FOR SERIES. 2000 1 F�__l,,l.__iioi-;_-_i RE S ORROMELED Wl 4EM KANDLE TO FAG,[TATC ,UST�LAI`ON : E-Z HANG STORM PANEL W SYSTEM IF WIENDED TO BE "PALLID FROM i NSOE OF ITITICTURE SCALE .$/w . I* I __ - ____l ­i.- - GAP ­ 1/4' OLUT GAP -A �� 77-S 7 \ 7_7 7 \ 7_71 7- / \ 7 \ 77 JtIr �,I�cs (p ./ - - @ - (2) SE" A;A tjolEs (1) OrF"TIQN, Of $Ef= - 2 RANG STORM PANILL S'FPCIA CONSISIING OF* PMLL � , _ ZQQQ C C I TRACKS TOP A FICOTOU� (1) ­�AZCTEM TO BOTTOM TRACK OTHERWISE A STOP BAR UrDSFANILLS SMALL A,LW4IS RE C RAU BE PROYfDfD AT TOP Of SUCH PANELS (,I) IF END PANELS ARE CONNECI�D 10 BOTTOM MI CONNEL-�Qh SMALL CONSIST OF 1/4 "IF-2001t' US W1 7/8 3/32- WING NUT OR 1/4-ft3/4" Mt, t"�URVREOOY INTO TAPPED BOTTOM TRACK L!��ATION OF FASTEhERS. MAY of AT EITHER OF TWO Cyl CRIOR FLAT FLANI OF END PANEL I.) IN CASE THAT END PANELS ARE NOT CONNCC`TrG 10 (10"ITCOV MACK ( a A STOP BAR �T � DN' Y USED AT TOP) AT LEAST TWO PAWLS SMALL air CONNECTED ,O BOT70M TRACK USING SPECS INDICATED ON NOTE �3) ABOVE IN SUICH CASE. CCN�tCTION C0.F PANELS TO D070M TRACK MAY OCC.Vif AT AM PANEL IOCAnON (5) SFE SECTION 1', 3' & 4 ON S14ELI 24 SET ANCHOR SCt,EOLLE ON "EET 25 - I' U. 2*/24 JP I'/24 (4' A, 2 ca)(virt Lam J mrawl ', I* Mit, � C."c"C", ......., I T P116"Tr- 3, ". - --,------ I _ (Sur SOMrDUtI 011 IPTtI 25) ir- - ____ - , . .,, - ___ .--- -1 I ::::;:r __ ,=--.- -.-- - -ii..." I.S& `� /:_ ___ - 111. W7---- 7____ lII­_=_____t____ ___ __ _­ z�­_�4' il�rl M or T _7_�e_7_ , 7 1�, -f*.- "11T­ . -f,t , - __ - , F, - � 71 fl- TT , , I I ., - - , , I � I � , i. �, , , � � I I . 1 . : 1 ! �, : I � "! I I 1� I I I � ! i It , , , I I : ! i r � ; � I� , � i 1 i I � � I : I ! � � I . I I I � : ; ; ! � I ! � , � I 1 : 1 � � � � ! . : , ! : , i I 1, 1 1� I! - 1 - . : � I , , - I 1; , : , , � �; I I , � . - I I . . . 60% ILI (END fthl[Q WLI : (Itat" ) 1 ; E.D w � 1 3. A I I � Mel S41 NOTE 2. 31 4 DUCRI : I 4 I , - YET 2. � , * , I �,wt;, � : I . I *­,-� �, �, � I Tul,F i � I,,,,)' ' ' '" pm .,�VWE I N . ..... I : I ; � � I ; 1: !�i;!, LL; i, :� 11 , i., (NOL � 1 17 4, , 'I. 1�., �lii. 1;", 1, � i � I I i � , I �*� i 1 1 , T-t -I- � . TO= PAPirts W/ I ; i � � i I ! � � � i I 1 1 � : ; * 1 : 1 � 1 � I � : I , � 1 �,4.p 02 4;PLA STSIS/ , .;" ; I . � ; I , ! : , . : I ; . 'A 3q)� NU I I i , � . I i : � I � , i t � 1 , I ; I 11 : T .- I . � r * I , I , T I � r,; � t-, i , , I , 1, I I . i , , , 40 X 't.- , I ! � , I ' I T I ' ' I I , � � I � � ! � I i j � 1 i 1 , , ; 1 I , , 1 1, - i � ; ; � I ! � � � , , i t I , Ll I It 11 il I � I 1 � I I f- , �, � : : � I . I i � . r L ­11L�.i _ ., � I I 1� 1-1i _,H�h � 1- ; i - � _! 4T -1 U__;.!.�j .... , - - . I--.--.,---- _-, - (Typ) i�__ - ____.__ - - �_ -Q) tottONRIF '"u). �"�'K LOCATED, ,,,. , '12- I END PANELS) ce PANELS __ __ IV - - -_- I— LAST PANEL Q) TO ONE LOPKIEV AT EACH I , OPENING qwi .ft's K ARM MMEOLE TO F TYPIC ELEVATION FO ES i 00 IF FRETUROCO 10 ==/ I K PP,OLO.10 MOM I M PANEL SYSTEM . INSIDE OF SYR . UCTURI _j WAX 31jr . I- I , P.. AIL. GAP �- ­.Pi(,-�,,,__-aA­ - IP RE - ? , as I I, qu, - C2�" / " ., I \ / -\--Z--'l SECTION 9- �in�w IOCA am PAmOS) MITU SW 3vv* - " (I) ormirlow OF SERIES I L - 7 HANG STORM PANEL SYSIEM CONSISTING OF PANEL , (rfTRACKS At TOP III PAINELMATI PLUS OR 15' LOW A BOTTOM W/ PANEUMIATES. (2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . I- p - '� -cl 2P: = Im. , , , .T CC tn --w 4A 0, .dC - w .a. , - wm 9 . I= - ;I- C�, 0) 11 I - i - !t 3: . _- ,�>- . 1! Zj w = � ;w = an .!:; 0) m ::, - "J"- -N - FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone ...a �Ytco, - 11 20 GAGE GALVANIZED STEEL STORM PANEL DRAPOI an .__.___­___ I - � , \ GLOBAL PROTECTION PRODUCTS, LLC. W/mi� CAM 11LIEC0111111 c. 11 MIN$. bt PRry !!L fts,'Wis ,ma" - - COLO.., , (, OUR. n 3m.. 20-176 1 - I I,.rII!I__ _I.t=."rl11_1."11"` Na"i lm� C.")MR-all" �90116712 -7i- - -_ Ow."a TIP - �Q"Of It - ll te, i '.t 67 _�- _T_ -7-- __ ------- - � 1. OF x . --- _. __ ______ GENERAL ! I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . 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(2) ENIO PANELS SPALI. ALWAYS RE PARELMAPES OR, If USED "'tr�PNWN/fCI151�DL��GE-4-,..XUE A-79�DXTOILM LEND PA,NrLS SMALL BE COWCTED To W/ 1/4*­zW/ , / . / III NUT OR IZE6 MI. IHUMMREW' ,ViAW(Co t?l`iFXC2EPT AS OW) DESC409ED ON 2 .1 (3� FOR CASES WIIENI END PANELS ARE USE JOINTLY W/ 15' LONG TWK q) AT (or IMBUT END PAics APE NOT CONNECTED TO BOTTOM TRACK Q. SIM BAR L ED AT fop OF SUCH OMFES BE PROV'C' �41), FOR 11OSTALIAITONS WHEN END PANELS AND SOWE #NIEROOR PANELS AIM DIRECTLY MtTIED 10 EXISTING A)YUNP USED JOINTLY S;L/i T=KX:AlAU_A'"_ACH_lN'(;- e_0rr0_VTR_KK -10"WALL W( TWO PANIEUMATES FOLLOWING No , SHOWN ON ELEVATION AND */ 3 C�12" ' M P EOGI 7,AhCo I"* CAt INTERIOR -1 USCID - I CA N G, To I. .X � I. NEED ECTED BY ART MEANS TRACK ., ." I. 'r I ��, rH T-AT ADJACENT! PANELS 6 E LEFT &I RIGHT SIDE OF EIRIOR PANEL) HAVE e Eta OVERLAPS PSANED BY � , . S FLORIDA BUILDING CODE (High Velocity Murricants INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY. STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUMS 1, 4' 'AMON ANCHORS 1,14' TAPC ANCOOORS a q* oc st a, oc � POURED CoWCRrrE POURED CONCRETE � . DR coNcRrt 810c. 11 DR coNcRm wock RCOUIRED f-C I - I "to'llom I-L '�' 11 i 7�� . , I/.- oc" I __ 11/4- ,--L - _": I � ----. - � m.- i � - m.. . I __ ­ __ I ED- ED - : . � ' I � I I . I I 1� 21 I I 1, � III I I � . I 'CONT + I . I � - MILRAFM TOY , . ( D I - - Fa 11 '. - I . , I - AM -a . . ) I� I- .=Am - � �; I=. . - APIEF1 : .- 'm : - , 9 Y � FLY � I - D I& I � h Emsi"a - I � I. . GIL"Sill -4 , I G'.Ass j, 0 I � . � 11 : : jg , � I is : Zi ! , � : : 4 � , : � . . - . q +1 i I i � I ; . ..., I .1 I �lt� � I- I : � !n .1"./IiI � 1: 1 1 ! .� 3/4- - MJ,. l!I - : In" omm­ ; , : � i i � � � i I ; , � I z I � 113 4 I", I I � I, �T. I- : , D. . � ED- � I I I . I I I � ,�. " - . I .1 I I.. I_ I ww4i�--, - -I , I I f�­O'# PANELAILATt PLLIS la/ ..I, P, ,,, ,,, . j"154-ID'. PM 1�1 3/32' EPONG NUT OLAS�IER 'a � 3/32' *NG Nut wAsimp Is . 1/4 . oC (BEYOND) IND RED CONCRETE PWRED CCAOCRLTI DR ODNOREIE BLOCK DR C04CRM BLOCK RECUIRILD REQUIRED WALL MOUNTING INSTALLATION WALL MQ ALLADON SECTION 5A aim 0 REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8'-1" o..."'.1" oil ...... SCALE 3/8'-," IiQ is at 20 to% mc,,m Tor A #No= "PC ,/-'. _l/.l. - SINIC'Ut, FOR ow INTO WOOD . __ - - __ - PAlaIOUMR FR" ILM60M. - - - om) 3 3 LgftW ANCHOR V.CWO AMV � 'a mI _,�;� __ - __ - - MM DOETIONCE T.4 ." ;�i ) i IDIOM" FOR t o Units THIN INDICATE ON v- �&" i;mAo") - -3- - - _31n - scmrow WDI m.cm0A ~w w _ "", 'm %.a- I. vAebw xmw LIL OOK oomma mcm W IMIE FOLLDWM FACTOFM FOR NIS 11 - OPaMnDN IG K POSSOLL. REDUCED I �11' IIPW�C OVE�W U&" FACTOR SHALL NOT It p- - . K LE" THOMI UWM,Jl,I SftL'NC 0100CATth 1. 'A ,OR EACH .100. `YPI - 'Ift SCHEDULE r 3 I/)- . - . I ­ � ,,I- _­, _ - :5 - ­­­­----- " w.,nWLRuLRI 4" v _w I --a vo 1�fn � " :i. .41 C2 = = sr- . =- X = � I- . 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I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . 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I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . 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I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . I __ ­ DRAWILLit .. - " 0 " I I PLOPOWID, 'i, � ,"Top" A , . � 11 ___ - , I __ INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z-HANG STORM PANELA"INTO POURED CONCRETE OR CONCRETE BLOCK OPUPOOM �UPIOW` W�____, I 1 6:- (_ - .- -1 O..," "'O"Pit - - I-- , e - � IT) I --- �_4)1 OPIcar" MOMOR, 1 - - 0. "PHEILOAX � __1 0 rm IcLtOo,u. I F,--"4' I ',-At%f. ­ , _,, - (- XPRIMA, __ - - .) . �n ,- 4 . I . vicil .1 \ `�j - sd .! ------ \ , 0� I / I - -1 - . Ir. .1 � 1_� I .- - _01, 5­41 � ,,�­ ." -� I "I . I I , " "X"`-\ ­L_ -A- -, I I - I C." I..d i � I 1. O' * . . UNPROUL _ I -OW A""'T" - � � --vL_��--,,. I I" ��l ll� OlIc"I"' I , L 6� ". ___� __ I I ,- , I _<i0 I , " 7�74 '. r� , G4 - -0 \ . J twal"U". I I I I ORLOW, I 11 0 t I I � wo- 1L. L__j___T= \ 7 ,I I ./.V­j.' : I " . A e � \ F " I !,_, I , , ­__ I . __ i I - \ I , ,T_ __._ - '_ \ I - -� I I I I - - " I�7) ­­ I :��T . 11 I . 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I F-2 HANG STORM PANEL SHOWN ON THIS PRODUCE EVALUATION DOCUMENT (P E D ) HAS BEEN VERIFILD FOR C!OUPUMCt IN BIJ MINIMUM EMBEDMENT OF TAPCON ANGHORS AND PMELMAIJ rTMAlE 10 A PANCLUATE PLUS INTO CONCRETE ACCORDANCE WITH IAC 2020 (711, COITION) Of THE FLORIDA BUILDING CODE BLDCx St of I t/4- DESIGN WIND LOADS SHONE BE DETERMINED ALS PER SECTICOT 1620 OF THE ADM lflFNI,ONCo CODE, 82) MINIMUM EMSMMCN;OCF 1/6'0 X ?/8* Ck.K-IN ANCHORS SHALI RE IS I/O- INTO CONCREIC FOR AL WIND SPE40 AS RFOUIRED Eff TfIL JURISDICTION WHERE THESE SHUTTERS WILL Of INSYALLF D AND NO EMBEDMCNI IN AM flhliSt4 MATERIAL $MAU BC PERMITTED FOR A DIRIECTIONALITY FACTOR Kid-085 LOSING ASCE 7-IC AND SMALL NOT EXCEED IMF MAXIMUM (As D.) 1/4' 0-20 15 SOENALK GOtTS USEE) SMALL BE LONG ENOtIGH(SHOULD ANY FINISH MATERAL EXIST) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 EAIGAGF. 3/4" INTO ANCHORS, IN COO' Of TO VERIFY THE ADM CONDITION. VLIIMATE DESIGN WIND LOAW, DETERMINED PER ASCE 7-16 SMALL of FIRST REDUCED 10 AS.0 DESIGN *IND LOAD$ BY MULI)PiYW. THEM BY 0 5 IN OR9E R 10 03, IN CASE r"AT PRECAST STONE, OR PRECAST CONCII PANELS HE FOUND ON THE EXISTING wAkj, To C OMPARE THESE all MAX (AS D) DESIGN PRESSURE RATINGS INOWAFED ON SHEETS 25 A 26 ANCHORS SMALL BE LORD ENOUGH III REACH THE MAIN M.VURE BEHIND SUCH PANELS. AN040RAU SMALL BE AS MENETI IN a, I AND IN KF2) IN ORDER TO VCRTrY THAI COMPONENTS AND ANCHORS ON T�S P.E.D AS IESTED WERE NOT 9LIFR STRESSED A _%3L% NCREASF IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR Af"LYSIS FASTENERS SPACING -0 INDOD HAS 6(rN DETERMINED IN ACCORDANCE ROOM N 0 S 20 1 5 (C� ANC14ORS SMALL BE INWALILD FOICOWNG AIL OF THE RECOMMENDATIONS AND SPELITICAliONS, OF 7HE ANCHOR'S MANUfACTILOPER STORM PANEL'S ADEOLEACY FOR IMPACT AND FATIGUE RESISTANCE 14AS IFEN VERIFIED N ACCOROWL WITH SECTION 1626 .or THE ABOVE MENTIONED CODE AS PER rENt5lRATL0N TESTING LABORATORY. -NC REPORT 0 2032� AS PROTOCOLS TAS-201, 11 ft SIHAU Of THE RESPONSIBILM OF THE CONTRACTOR TO ARIFY THE SOUNCHM OF THE STRUCTURE WHERE SHI TAS-202 AND IAS-205 19 TO BE ATIACHEV 10 INSURE PROPER ANCHOPAGE THIS SHUTTER SH.&ILL ONLY BE ATTACHED TO CONCRETE, OIOCK 2 TO IS SYSIfM HAS RUN DESIGNED TO BE INSTALUC ON rMC OUISM Or THE OPENING ACCESSING 'ME OPENING FROM THr CR *ODD FRAME BUILDINGS INSIDE W/0"THE USIC OF A LADDER OR LIFE 71115 APPIICA?" is VAIKI W�Wk INSIAHATON is iNYF%Dm to or PERFORMED 12 THE INST&LIATtioNt CONTRACTOR 15 TO SEAL/CAUIK ALL SHUMP COMPONEW! CTICIS WMKM REMAIN ON CONTINUOUS FROM THE SID[ OF STRuCIuRL CONTACT Wn`4 THt OUlit"No 10 PRrWM W;ND/"N MIRU5K)N CA(ILK AND MAIL SHUTTER TRACKS At, AROUND tll�L I It!'WITEli IDDO OWN LATION is APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WNFN NSTA"AlIK,TH 'S REQUIR0 TQ SL imltl PERFORMED FROM THE INSIDE or STAUCI UEOF 13 SIORM PANEL INITA[LATION SHALt LOMPI, WTO� SPECS INLALAT17P. IN THIS DIII PLUS ANY BEOLDING AND ZONING 4kGUkAIIONS PROVIDED IF THE JjRjS&jCIjON WHERE ,ltinitrl IS APPIAD IT) A, SFR(S 2000 NSTALLAION, IS APPjjCAB" it; SINGLE AND DOOR r HUNG AND OFORYMNIA: SUDERS _�TeILE WNIvm WHEN I IV I ' NV*LLA'ION � REWIRED TO BE RIR�OFIMEU FROM tHE NSIDE OF 57RUCTLOE III ATRIUM WINDOWS AND [LOOMIS. INC. IE - Z HI StrAM PANEL &'STEW' IS PlIETEIRT FOOM 5. At ' I ALUMINUM EXTRUStON6 TO RE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NUTEC) 15 (a) THIS PROOLICI EVALUATION DOCUMENT (P E b ) PREPARED at THIS ENGINETA 15 OI NLRC, ANTI DOES NOT PIOUNIIIA INFORMATION FOR A SITE SPECIFIC PROJECT; , v WHERE It* Sift CONDITIONS DVAATE FROM THE P LD 43 A, L AUJMENIUU SHEET METAL USIEV AT CIOSOWS S�POLLL HAVE 3105-1-14 ALLOY ,�) CONTRACTOR �Q Of RESPONSMU. FOR THE SULClION, PUIRCHASIL AND INSTA&ILATION INCLUDING LIFE SAPM OF 7 ALL STEEL SKEET METAL PANE LS SMALL "AVE SIAUCIVRAI. QUALITY STEEL, ASIM A-653 GRkN' .�D MIT LIALVANIZED -511EL THIS PRODUCT E)ASJO ON IRS PLO PROVIDED "E/14F DOES NOT OLWTI FROM THE CONDITIONS CIIAILED ON DESIGNATION RF/ry . 58 5 kli (ArlER ROLLED). ONES DOCUMENT CONSTRUCTION SOM AT Sill T55 THE CONTRACIOR'S RFSPONSialuTy 8 AkLL W,REWS TO BE STAINIrSS STEF1, 304 DR .116 AISI SERIES ON CORROSION RESISTANT C',ATEV CARBON STELL AS PER DIN (c) r0t PROUurT EVALUATION COCUMENT WFLJ. BE CONSIDERED INVALID If MONUIED, 50018 W1 50 its. YIELD SIRFNGTH q40 90 as IENSILE STRIENOM AT SHALL COMPLT W/ FLORICA BUMNI CODE SECTION 24113 5 I (d) SITE SPIECIFK� PROJECTS SHI41.1. Bit PREPARFO W A FLORIDA REQSrERED ENGINEER no ARCHITECT WHICH WILL 9. SUITS TO RE ASIM A-307 GALLIMCFED PELL. Do A61 304 SERIES STAINLESS STEEL. W71, 36 kit. MINIMUM YIrID StRiNCII BILCCUE THE EKINEEN OF RECORD (r OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PC 0 10 ANCHORS 10 AALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SATE SPECIFIC DRAWINGS FOR QEWW (A) lQ_EXLIW�_FQWftJX W4REX (e) THIS PE.D SMALL EILAR THE DATE Mo ORIGINAL SEA'. MO SIGNATURE Or THE PROMS,7.04k INGINCEIT or - 1/4"O TAPCON ANCHORS AS WhUFACIURED I" ,I* RUILDEX, INC (MIN f­3192 OIL—) RECORC THAT PREPARED ,IT - 1/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DtWAIT INC (MIN 1­1000 a.,,) A STORM PANEL MANUFACTURIER'S LABEL SMALL BE LOCATED ON A RIALIENLY V15411,17. LOCAN'A Al SIORM PANEL I�KNIN - 114 10 PM[LIM7E FEMALE to If PMF_MATE PLIJK ANC�OPS AS MANVIACrukto Ery f,C0 CO'MPHXIIC,-N PRODUCT, ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODU ONE LABEL SMALL BE PLACED FOR EVERY G W, -3m TO ., I IABILING TO COMPLY WITH SECTION 17099d Of 'HE FIORIOAL BUILDING CODE A,I) MIMMUM EMBEDMENT OF !APCO" ANCHORS INTO POURED CONCRETE SMALL BE I 3/4* AND �' FGF. PANELMATE FEMME 10 At PANELMATE PLUS A?) MINIMUM EMBEDMENT OF 1/4-0 V 7/8- CALK INI ANCHORS SHA,L BE IS 1�11_ '%to CONCRM NO EMBEDMENT INTO ANY FINISH MATERIAL SHAV Of PERMITTED ?/4. _20 SS SIDEVOLLY 9OLM USED SMALL BE LONG ELLOVCH(S�*Otllo ANY FINISH MATERIAL DIST) TO FNLpAGE 3/4' INTO ANICHORS 00w......"", , A T, 14, A, 3) 14 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. DR PAYERS BE IOUND ON I,IE EXISTING IIIAM e ;.. !�\ SE L D� - .--`0CEN � , FLOOR, OONCHORS SHA" ' ENOUGH TO REACH THE MAN PRUCTURIC IIC�INI; SUCH PANELS ANG�HURAC, ,.I pot��,� - - --,n OW . -9�, - . . . Of AS MfNT;NEf, IN A 1) AND IN A 2) : . I . ' * : No. 44167 - z . , -_ (9� ID_UWIN� CONCRETE ULD-�--mAi- I * : * :*= - . . II; - 1/4- * TAP -CON ANCHORS AS MANUFACI URED By I I W qUE, COX. INC � - - - - - - . z FLORIDA BUILDING CODE (High Velocity Hur cone Zone) - 1/4- 0 X 7/0- CALK-i" ANCHORS. AS MANUFACTURED By DEWALT INC Wm-150C, pv;) .. . I 'r .. An,o), - 20 GAGE IP , , 1 14-1 IT PANtLUATE tEMALl 10 AND FMCLMALTE PLUS. ANCHORS, AS NULNUIFArTVRED BY ELCO CONSTRUCII(iN . ...� pp� . - GALVANIZED MEL STORM PANEL �. � �� vi�-._, PROHDUCtS Q'­?O7 t I, , 1 I � , ­ �' - I - ---..-.-----,--- - __ . , NAL .. I I GLOBAL PROTECTION PRODUCTS. LLC. "' 'O" , , ... �� 1'�_ . . Ol / 11LIECO... \ S. ,,, OrTmOv .q - . , I T"LLIT "'e""s a 5i6i�� IUMIL IL WI. 20-176 1 .. - .. . - - 1.4-1-1- - =.1-1."I" .-OWIL (W)�-�% - f�)." Ral . J" - . �/IWPIA! . IM/rAR .- aWI A COILITI. 1 . 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V­)A­ .N, � � - ,_ .w_ - I I I - .11.1­ I- 10 I-," -1 1151A�T'1. /.. . I' , j - N, I ", I .. - - �. Ht � OI ""' 11 VL`N,�Ill"­ - - NO'f S."IT'T'Ji"t"S Ix �110WN !00 ,U.", ­ ... ­­ 1 - L - 1 -!7!!��- FROT �, ,V - IN -_ - fln . I -_ - I ____ I __ --- __ -_ --------- -_ - ______ .-- - DESIGN PRESSURE RATING (R.S.f.) AND CORRESPON0114G _* 2/4 , /4. 3/4. 4/5, 5/5 It 6/5 MAXIMUM SINGLE PANEL (1) LJENGTH "L" SCHEDULE ONLY FOR REGULAR STORM I W/6, 2W/6. 3W/7 & 4W/7 PANELS INSTAILIATION INTO POURED CONCRETE, CONCRETE BLOCK & WOOD (t) -3 , ill" _ Aw"OVIS (S I ScREWLE ON 3* WAX 1, MIN SHCETS 9. 10 &it) - , I , MIN , I pimmuffaimmim 5114GLL-FAHLIS-LLIJESM111111111111-Al- LACH _____________.__ ­­ ­_ ­ ____ . .--.---. I SINnif PANFIsq a a --- �_ 1 6 � AT_JjDP_ OR BOTTOM Qa_wmL1mm­L_x__Q_*_k� aft _______________.__ -,---- ­ - ___ __.---_----I W1111-MAIM It OR � 9 * QW&LAMIM AT- JEll END* D. M.. 20. (�), (D' I - - __ 1. I I ; I F_ - I- - -= ,-::-- 7 - I- -,- -1 - I - . - I L l I I ,---\ Z-1-1 Z_'�, il- 11 __ _1_. - __ , _.., I I �­­­­_­_­­._ _C­ I 1. .I.__T__­___,._j MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 MAKIMIUM A S�D DESIGN CD4CRETF ILL *ODD PRESSERVE RATING INSTALLATIONS t (D..?') I. It, -) __ , - L+ I __ L_�_ - 200 W-01 Ij'_O* __ - 2;o ___ - ?:--a- .- IT--*- J-0-0 _?V%_#,* lo'-s' 1-1 - ____ __ _�o _____ - ,a* -,a* __ - - W-0, __ ;a O­ - - ,0'-,* - 9,-,* . . . AS.� ___ - 0 - 6 * ar-9, - 11 - 1100 ,.-,. 8'-,- I - - 51,10 a'. 7* 8, a* __ INTO m., '. T1-7* - as 0 a -a* 1,-., . 700 ?1-8* r-O, - . - - 7--3- - - s--o' _�Sfl _ _ ROD _ ?'-J* d'-7, - - _i6­0 7"-O. fi.-S- - ''. vlal.� . - - - . , . , 0 -0 _ j7 -. _F. _. _--it-0 61-1. - _ III "III - a I -'IT - - 5 - 7 - ., 3-11 - ___ - 105.0 _11 1 ,.-3. I - 5*-@' ­_­..!_ 1. � . - - - - - S. - '. :wV I ISO - 1 __ - I.-J. �, 11 � 1 1195 - .- - I MAXIMUM PANEL LENGTH %+" OR "L-" (ft.) 0 MAXIMUM As 0 COKRETE & WOW DESIGN PRESSURE RATING 0051ALLATCTIS t Lp�.,) (� LIT -) L4 . - J , I,-- - 2dO W-4, 777- � -1 - - 2!LO . - 12,_ IV` I , '11-7, _ _ _ - - 3" - W-fi* - 10'-.7' � _ _ ___ _ mo ,O�,V, p'-V' � ­ � - . _. 10 0 I __ ­ 11-6, __ .- . - 0 ._2 . - - - ____ -30 - . 9�_,. _. - a.-;. - 50.0 #'-I' 0,-2, 550 11'- J, 7--al - SOP IiI ? -3, 6I I , I - 1I ,.-,. - - ?Do - I-, - . 61-". � � ... D - , S. - .- 2- I ___d - --w , ; - 80.0 - - . - 7 , -0 . . 1. 6--� . 1_1 . iS 0 - - - _7 -0 . - . ,-- . 6 - -J* - - - . ____ goo � - . F-0, -7 - V. " __ "is 0 '__ r _� --5-,- TO � _ I—- - Iwo . I a -3* 5 -,. I - TWO . 6*_�' - 5 4' _ 110.0 - 5'-?* - � A, to, I ----,,I'D - I 110.6 I + - - - - I, -0. MINIMUM SFPAAATICIN TO GLASS SCHEDULE - __ - lato SPFF,C ,; - 70 ­P ,l WIND SPEED I I 70 ,n 0 - RMAR"'M P.CL UENOT- - - (-) UNRIESTRANIED! RLS"TR&NED UNRESTRAINED! RESTRAINED . 30 1 On LESS I' a- 1 0 I/.- I- __ �" a 90 - _____­ __ ___t__ '* I -_ 7 -1/2- T_ 7 1/2. ­ ­.. I I ------ , __.____4___ -------- ,90 TO 1.5 I" I I' 7 1/2* [ 7 1/2' - _____ - __ - _ - 4 - ___ - _11_____1_�_­,.;F. . '. - 7 . i 161111,111MIUld PANEL I FIN11171114 (InI FOR A GIVEN UOUNTING CONDITION I,S). qj; Or I I l I ! i � , : � � I ! l I . � � � I I I � � � I ; 1 I . ; ; : [ � i I I � i . � � I 1 i � i i � � I � ! ! 1 1 : � 1 1 : i 1 1 1 ! 11 I 1 � I � : I ! I � � I I I I! t I I i i � : . i I - i I 1 : ; 1 I I � � I i � � I I i . I I 1 7 -- - I I I I I - ,� � ! I I : : � ; � ,F-f--� I r , 1 ; t I I � �� ; I I I 1 ; i � 4 I � � ; . � - 7 ; , I - I T I ! I i I ; � - I 1 . 1 � : � : � ! I , , , g � m � I ; - ; , I I I ! V '40, i � I . I ; ! � j I I � - ; � I � .J�A I i 1 . � I I 1 � . � I I I _ I I � � - - 1 - . _ ; - L -L i - - - ,ill I IT, ' : 1 � jVN9(XTEO PANELS I ! � , � I I I ! � � I I . � I BOLIED PANE IS W/d41Il S $ 45 BOLT W/ 0 EA. OvERLAP - I (SETE SECTIONS AS ' I : ; I APPL ICM, 1) ! I I : ; I I I i ! � 1 , I , I I I ! , ! (SEE SFCnCNS AS APPILICABLE) ! I . . , ; , I I . i . I 9 i . : . . . I I � � I � I I : , � � i ! t . � I I , � I I , I I I � , . I � . I I I I : I I I I � . I I i ! I I I : I ! 1 : I I l � I I IT O, " i D.Iwll..(�). 1 ! - I I ! : : � � j I I I I � I � i I I � � I I I 40. I ­ t - . - -;- - - I i : 1 i i : � ! ; . I � ! i 1 ! i - . � � I I @.-q - I � 9: i I r LiI� � ��- :;: -, 43m!" _ i I � I 0 r� a 1'11;� I - - I. . , , '" MIN L + 2/4 1/4, 3/4. 4/5, 5 / ,* MIN L*Ill 2W/6. 3W/7 & 4W/7 . ANCHORS (Sit SIGNEDULf ON SWEIS 2. 10 Al - L j) ELEVATION 2.!17' 10 S. , 14' ill*, GAP 7 Ell (WIN OAxe , 01201 "l ­ ______ TOP i OW16RUENCIT ! 'h' � �� 'U' I ' I `_Xl 5. � I STUD *r- - 3. M,4 "*-' BLILO -OUT - TRACK ____ HE ADE R I HEADER � ANGLE I TRACK I BOTTOM � I , =S I ,,= - DIRECT MOU 7 - 44' 1 .12' I I 32' 35, I I - , 50" -w- � __ .- -- - ,_ ,------ E'll 5' STUD ANGU -- ----4- 35- - - __ 32' - ____ ! 32' -,---.---[ ___�!�_ � 32^ . 42, _1 . .T __�­ i T -.�� __ _ I'_r' -TRACX----- ___w__ _ - ----- 4-- 15- ; I 1. - -1, -- 32' -- - --- 1 -+-- - ­ 32- -;;� -1, ­_ -I------f-_--__4-- 1 42' ---. -- -t - 67- ----.-- 140, 4 ----- - I Go' ___ - ,IkidF_,,V__v1_­ OUT TRACK ANG �l 50' 32" .18 60 so- 7 !;; � , -(�,,--!,J,5u=� -1 - - - , - I _1 . boT 1 .. 32' - . - � - __� 52* - ___ � __ I r 38' : = - I _4_ ­ __. - 1, I—- -7-7--i � . __ ____ ___ - -, _­ 'I..K =--Nv=- � L:�/ -,V,�_- �- \---- /=- N,t�-T/- \�,/_ " TwUlt, GAP � . I �; SECTION A -A Ll' , __� s T.& 1­ ) wvNDEL (11 L. M&X1MUM ALLOWAII PAND, U-1101111 FOR A GIVEN ILOSCINT Al Or" LOAD ­ WAX ALLOWABLE PANEL LENGTH FOR A GIVIEN NIGATNT A SA OU!ItoN LOAD (2I PROCEDURE To OMMU�W WAX1MUM PAND LENGTH, GNIEN A POSITIVE A.S.C. DESIGN LOAD. DMRM09 MAXIMUM PANEL LE0474 'L,* FROM SCHEWL CNEN A NEGATNE A.SD DES" call DETERMINE MAXIMUM PANEL LENGTH 'I-* FROM SCHrrMf FINAL MNVNWUW ALL t PAWL LENGTH IS ED" TO TRF holaiiiii OrTtMWD PAWL LENGTH KTWM 't., AND 't.,. (3) SEE SCHEDULE BELOW FOR MIN PAM LENGTH ION POROSITY QUAIJI-CATTON t WSTAULATIONK INTO WOOD ARE EAUTIODI TO V 95 p vI MAX, ASO DESIGN PRESSUR ­ 1 4. TO AT 11 TOM MAX A5,D DESIGN LOAD$ 41, MAX PANEX JFNGLHS FUR `!i PC' N SPACER Is USED 41*�- , - . - 12 1 . . 0"EN41 %mv-_ FLORIDA BUILDING CODE (Won Nigh Velocity Hur Icons Iona : : I * : .. 1: O. 44167 . 1 . - ."m TATTOO. NC 24 GAGE GALVAMIZED STEEL STORM PANEL 11, �VWA`l IT, - --- Ici . - 7��.-, * _* 2 ­ .1i �_ , ___ ;TATE OF ',n� ,Z-. - - , - I - - - . \ / T1 LIFE C 6 I.: \ GLOBAL PROTECTION PRODUCTS, U.C. . 01/21/M .m - I -, , - `,,,�-4 I 7 ."'.1-z' .�, - N"[11 � �. `� I&A' ism -, 51 `I1`IE17` DAWL IT. m�'. . ENw.1B:I%WQ cow."i, `11< �! �? . )NA, J4&�_, Aj .:�i1.nvWCI - ". , - - , ILL At'" - DWIl­ - 9"I­ rRow (Tmwyws�_". (_Vsss� 20-175 -=17.9 ommllm. �_, =_� -.w- INN.- 40%1111!_/�ICNAV�/-n =n - i - - - _ -M , FU,17 A`1 I I _. . � ...- __ _____ ______ -----.-, ­­ ­ ,- ------­­-­-­_ GENO& NOTES ------ �..-.-.--,-------,--.---------..-..---.-� -- ----- - - _._______________.________ _._____. it-') 10 jv!bTING woii� AIN, $PIL�;fk_ WIATT..�i - U46 MIN- I STORM PANEL S�Ol ON �;S PRODUCT EVALUATION DMIIMUIT (P I O ) ItAS BEEN 1/fRA ,ED FOR L`O%d`UANI`f IN A('C`0HD_Cl] - I "A-# TAPC,ON ANCHORS, AS M06UIWUOEU 91 I I W WILMA, INC W`FH TRE 20.0 (7th EODON) 01 THE ll.�-IDA OVILOTAR; C oot THIS S10IOTI IIANki SKAI Z NO$ RE RWAIttll AT IIIGTI "4 I" PASCUA TE FLAMILI 4) A46 PAINILMA11, P_Ut. "Ic'ORS. A, .-I,- Ar,.-URLD 9� ilcq C.N'�11.01.­ F.On"It, VFLOC!tr HURfWANE ZONES (MMAII-OADf / FROWARD COUNTIES) - 1�4�0 LAC. SCREWS PER AIDS OPSJGN WIND LOADS SMALL BE KnRMINID A� PER SECTION 16G& Or -,It[, ABONE MCVIOOKD 1,ftrk CUP, A jTA!%IC WIR: */IG'# . 5/8' WIN)() P,TAMINC. �, MS1RI&,lOF1 I?f All POINT Sl*RFW RCILI A 1PFCIAItI rl) SPftU A� QEQ(J4M[; U! 1114. JUHISW.t"J WMIRf 51DWM PANEL 01, A IN%INIL, ), AMPO I CIPECT',04I FArTOR 'S�OR ilD-0 65. USING .-ICF I- 16 ANC) 5�1, .0 E�CEEU 1-1 -MUM (A S 0 I UESK. FTRE RE RATINGS INVICAT-LO I)N �F,'S C I 1 MINATUAl THREADED PENETRATION 'N"I WCOD 'IF lAV`N_QH ANI�HORS Sittl OF ' '.'�' -0 �' 11�� 111V PAHFLWAIi VWs 3. 9 THAV IZ III 17. 18 AND PANELUALL 'EMAl It) IN CRIMP TO ANTRY THE AFF" COMPITION. IATIMATt DESIGN WIND tW1 CrTERMWO PER A,7x[ 1-10 $NALL ff. IIRST PLILAXED 11) ASE OLSIGN PRISSURL. RAVING BY MULTIPLYING t,IFM B� 06 IN OF"11 ?() COMPAIVIC :14EU */ NAX (AND� - 2) MINIMUM NRMLO PENCTRIOJOIN OF �&C SCRF* INTO TRE WOOD FRAME UNIT SHALL BE 1 l.'2' W) TH14.1AU W�STGN rRtSSiJRE RAINCS 00,CAIED ON SHEETS 3. 9 TkPk. 1.1 CIL 17. Ill P(NF,lWAlklN IWO ST-JCCO SMALL BE CONSIDEREL- AS PART "JIF THE AtCRI&I'L, tHRCADCLj KN--.RAth'W IN CART) R TO ATRI, NOT ANCHORS ON THIS P I I AS TESTED AVERE HOT OVER STRaSCL, A 33% INCREASE IN ALI DIVAHL � StRrv-, FOR WIND LUA` Its WA MCI USUD IN THEIN ANA1­5 I'ASTEMPNI, SPACING III �I,U,O,j jill-, NIFIN FTrrW,HuTD IN 11111,11111% � P MININTIOM EWE CASTANCE OF LAC 5C.RCAPS, INTO WOOD SmAii RE AS -NOVLAIFLI IN ­� ORAWINI� " ACCCIRDAINC! Wlit N.0 ' 'a' zilURTA PAML,'S ADEQUO. I "', IMPACT ANO YCND RES.SlANCE IIAS OLEN VLMrl[D IN AIDCORDANCt WITH SFCl`L`N 16M 1 2 ff C 4) MINIMUM FINITRATION OR WOOD 9USHING SPIAIL W !,/V* 1/4' 0 20 �CRFW$ USED S�IL BE 1 1/2' LONG MINIMUM 13 TWE ASOVf VENtIONEt CODE AS FIR AAACMCAN 71ST LAC OI, SOUT� fLORtUA KPORT� FIRM14 01 01 ANLI 00719 07 C-9, A� SOI 7UCCCT L',rT. MO I' MINIMIN tOR WAL.L-, W1111 NO SUICCO PER SSTD 12-99 & AS At I 330-02 STANCPS. ANU AMERICAN TJSTTNG LAIR SOUTH FLUCITI REPORT #I 1�301- 10 AS PIP TrPS ,U, r , , 'AS 20, 0 TAl , ITCOLS. AW AS PER 'At COLITIOW, Pf IN t.'RMFCI IN Al COV�, AINLI W/ -XCTK)N I CD1 0 PC ' ' ,N CASF THAI PkFCAST SlItNt. (�F PRECAST COWAM PAVNI ��TUCCU OF. *000 ECAl BE FCTINt, ON 'lit ETISTINIC .41 ,. ,j 1111kICI, BUILDING CODE WALL. ANLOORTS, SHALL BE tOMT, ENOU041 TO PCAOjV 71f MAIN SrPIKIURf fitIlIND SUCH PANIA-S w- W04QIUGE SWI Of AS VEVOLONFIr. IN C 1)� C 2! & C 4) 2 AL� ALVMINOU fiTRUSIONS 10 HE 6063-16 ALLIII ANCI IE.PFR WMI%S, 01HEAWSf N11110) Mt SMFf,T 2 (D) ANCRC)FP, VIAL, 111 INMAIL-tV FDL�Qitl Akt OF IPT Vffi:kJMM(W1ATLAS AND '4'E,':ffII Of FNf KNOICAR'S MANUFALTUNip L Al� AiUMNIIM 1,HE,ft NEW 111�11 A! ':Ik7%L;CCf�, SLAIL RAVE .1105 1114 AaOY _j a PANELS MI llLS0 BE INS'ALLED HORIZONTALLY COLWINING NSTALLAYICIN DETTLIV; ->,OWN ON SECTION I IwFtMI­ (I �'NIF(� 4 =3 i ALL Vitt SINIFF1 MUTAL PANLLI� HIAIL HAVE VRUCTURA OUALITI STECJ, ,C,IW A-G53 IPADC VVC MIONJUM r. 61, GALVATILIFI, 41ROUI;1I ',j I)L7.r,1I` 111.1 I-CAIVRVI 4S�IAU WIT BE USfD ii-I SliFl IRS4OMATION W/FY= 922 it,, OCIt'R RCLUED) 3 ,I SNALI Ar 04 TH'SPONSIOVILITY OF 'HE CO#MACTJR �O VEIN� THE SOUNDNESS Or THE SlRIJCTlJPC WHE14L SMUTTLA IS ic, M ATTACHED M, INSURE PROPER ANCHORAGE TTL* SILITTYrR STALL ONLI RE ATTASHED 10 COIICPETE 13L", DR '9000 �RAMV 5 NJ SCREW, ?(I RE STAJNILE�� STEEL 304 CR 316 AISI �CFIIC, LITI COPROSICIN RESISTANT. �OAILD CAFITIC" srutL AS PER v!N 0,11ir"NGS W,�Ill 01/ !O I,. r[Ul STRE4011 ANC, 00 ­ tENSIL-1 STNEN�7FH Al $HALL COMP�v A/ -LGII HJIIOING `.OUk SECTION ,., .8 3., 1 G WH REGULAR E'T P. PANE, *I'-- LILNGIHS Ol 90' AS PE4 SECTIONS I ;I. A. �, 6 AND ALIURIJIl I*. 3W IT 4W " ' _< I Ef 5 4. S. 6 & I AFSPECINCLY. �Rki, HAVE A JOIN I AND RFADIL � VISIOLI MA4RW(� RNSTRU-` NV,, CWI,E� OQ TLHAN7 TO. " I R0,TS 'M at Art, A- 30" G&0.411;() "'Itit. OR -IS- !C. 5fk11ES S'AJNVES1 �­L. WITH ,38 ­ MINIMUM IVIELO STRENCTI, IF I 'IRC PAINC(S WIT) ArPIKAME REINFCOCEMEN7 U(ILOW, �VAGTFS. Or TURPICANE MRNFN(; I "I'I.C., if, *41 ��l df .� VOU(.W. I� THE llr�:AIIATIIA COFITPAC.IOR ,� 10 %tAi/CAULI, ALI iHIMIN ('I.Al"ON00 EIRMS Wi-CH Pi"I IN L(NIINVITJ� L ON,A`-, , , THC WAONG TO PRIEVEN' AVNU/PAFN INTRUWN tA, F� D'VIVi PCIVRMS0140or - , /4"0 TAKrA4 ANCLFCRV� kS NUUNVFA(1I,RLE N, I I W Jilp,UJA. INC: f4.,, 0 ­ 111J� p I,, 1 12 "Oft -ANNU INS!ALLATION IRA_�L LUMPLI WITI, SFFC�. INOKAFU I. IHS ORAWK Vws ANY OUlto", ANIQ Zf`NrN, 11-1-11 Q-I . I/ 4' 0 , T�W CALK III AuCCK)R%, AS UA#4UFAjr.IVRCD P, Ol I INC FRIVAVED LIT JIIE JOHISOI Wt PERMIT 11 Al"t f j) I- � I /4' * SO,,O-SE1 ANCtTOP�. �, V"PIFftNrr- fh Al POINT SfPFW WIT & "PrCtAll-I CO f�:�3/4' ,.LIT 3UUO P.., ) �, to) T,RS P4GLiJCT CVALUA-rON DOCUMENT (PCO) PREPARED 01 THIS ZNCINCEP 15 XN-MC Mr DOU t­ PVVW.V, I'..,..,., j­ IO PAINCk"TE rl�MAJF k, A CANT-LIMATE PLUS ANCHOPf As MUCHurACTURED By E,CO CONSIRL,CTION PROOLIC.r' FOR A SATE SOECITIC PRONDCT, 9 WHERF �IE IFT1 CONDITICAS C"ATE FROM It PED t / 4,0 14"C NALLA ANCIK_'�_ AS MANI.-FACTIMED fIr PEWALT TIC Chl rlTTCTlWTQ;t TO Of RESPONSIBLE FON THE SELECTION, PURCRASC ME) INSI&LAtION W,WE,IIO LIT[ SAFE� IT THIS PRAC)LI-1 Al� MINIMUM FVKUMENT 011 1AIP,'IIN ANCHORS 11,10 �URtV CDt"ETE SHALL 9f 1 3/1' I' IRT CLCO PMLLIAATL �,D BAS$r; ON 'HIS PLO P�CRD HE/". DOES NOT Ofwlk FROM I,.[ C.ON111110.1 CV144fr) fIq I'll OCICUS;FNI CONSTRUCTION 5.AF17, AT SITE 15 THE CONTRACTORS INEWONS191.1f, �00"""` . 3/4' fLTP 2AVANC. "LIN ANC+�VIS C6 Ill-i FlIKICIV0 rt"RUATION OCC�Ihff- Al 91 c,).sOrRrn m&,D IF wl AZI CALK IN & _WUVo SIT AH(pr,X�, 5�Ali Of fMWLN* P 7/6' INTO ITT 11KIRCL CONCLIkIf 140 liALWOME'll INTO SrjIC(0 SHNI F.R 41fNMIT`IkLl 1/4' ,l SCHEWS, USE]) $HALL WE 1 $12' ,OW_ .HIMUM S"OULD SIUCCiI CyrIl (.� �Vu WrOic `RIIAL,T� SHAII R( PREPARED III A HURIT. VY'ASIrRib FNGI1n:rN 00 Al WHILot WIL, ff",011f Tll� .I, jw MINIMUM FOR WAL"5 WI, NO SF � .ICCO Mr., D S�. ml of HCAUE . RIFWS OtR A L T,,iAWED SCREWS '410 MEA0 -ONSIOLE FIT rw"INECR �F RECCRO If OR � FOR �.E` PROJECT ANIL WVTC� WILL 91, RISF N THE OUT WITH WING HUTS 'HOP" USf OT THF P E D CIOCANEW UP RfCURU, ACTINC. AS A OELlaAlCO 17TIGIVICAR 10 O41 " i 0 E NIAIll 5A4, SLIBNOT �0 'Hit, LA13f,q IHI SITE �PFI "WINGS FOR RLVVLW A %) IN CASE IHAt PfVECk-,j STONE , PRECA51 CONCRETE PANELS. PAVIRS, STUCCO OR WOOD EVO�TS 14i polAv out T�F. EX:1.MNC WALL OR tLOOR. AW,RONS SHAI, BE LONG `WItI(LII ILL LILWH TIV MAIN I,7RI,CtVRf FROND SUCII PANELS (,) TH6 P L a StALL BIAR THE DATT. AND ONICINhL EBAIL ANV SK,ll ()P THE PRQ,FC�S"i& �WHQItAGE SMALL RE A� UENVUNE�� IN A Q AND IN ILL) ENGINEER OF %CORD THAT PIlEPARLD JT (I, � T EXJSTIN� COK.W E jI.XK.*A,L ASTY C 0 1, SHUTTCF, MAi.J--A(7URCP.S LAJIE� SHALL BE LOCATE:� ON A RrAVILY V19M LOCATI AT STORM . �vo I /44' 'APr AjNCHOR1 AS MANtIFACtUPFC, 6Y I ; W BIl INC 4 I Nf� Sl L'TTER ,N ACCORDANCE WITH SECTION 1709 9 2 OF ILIA. .4 jo( N EI4 _O'NE' C' 0 E LAB I -(Tgo � - / " � 7ja' CAIK IN ANC,1OFr, A� UANUFW�TURLL Cry OIWAL1 '%C : , ,?A SLiAl. BE PLACED rI)q CVCRT` OPENINC LA*RINI, "I I OMPL WIT ,A,r,,,,N I , o: ntj rLoull �A BUILDING �Oft - 1/4'0 ,I )/4' $OEd)-SLT ANA.'OkS, AS: CITSTRIENUTtr) 91 ALL POINT SCREW. BOtT III, SPLIC14-1 Co ft. In PANFIW7t VENAL] 0 AND PA.AELMATE �-A$ AW1,0AS5, .5 WAHVFACT,REO R, J�CC CLN5TRI,j,TjGN PRUE��111111N#g 1/4- 0 ZAMA( NA,I ANCKIRS, A,� WAINLICAC;UREC� BY DL'WAl IN( A. Tii�'/X ,ie1N%.ZLtfk _ I ­ R ') AN M­ flAVILIMENT ITT TAPCGN ANCHURV�. 11CCL 'A-FLUArul,. AHC ZAAAC VAILIIN WHOP, LNI'l I., Cil " , �'E N, . . � IV, *: - -, �A, FLORIDA BUILDING CODE (Non High Vill H.,riCOFull Zone) .11 OLOCI V.17 SITAILL Of I ]/-' 4� - I * ' 'I'll. 'l ­ - -I.0 67 `- 1 24 GAGE GALVANIZED STEEL STORM P!EL I IT 7) I',L� IN & SOLO SET M,C.C)-S S-IALL Ell FMKDOfD 7ZB' INTO C014CRM EIR,)CIl, ,V,44 I I'll, NO trtl �l­ 1 STIRNO S1141 Of RRUIFI�U 1�4_ 0-7. SrArVA L.SE� �I­,A,LL Or ' ',12' LONG WHIMI.I. S.."It - R` `­�_ - .-I!;,- '7�4_ - - -_ ­ _ --- .-, I . - . . AND I ' MINUUM FOR WAILS WM, NO 'i%CCC, it '.$% STATE _.- ­ I . - - � / . "' MIL ;�C_o GLOBAL PROTECTION PRODUCTS. LLC.1 "%. , � , A U ,��.Cprrr PANE S, ,�Tl,r BOARt 9EU-w _jj IN tW,F THAI FRICAST JTONC. OP PREr�_'ST L ,CO OR WOOD ,S I �Rt� -, __.,________!!��__:1 __ .--- - A -,xZ_-,_ �_­Tt",.", AT ."Cl."RiAll CaMIN'"y - - * .. .. - ., - - -1 ­ , , � �, ITHI J­, V , 20-175 _.:"I='_1X I LXI-%TlNr WALL � ANCROPS, "ALL BE L04C FNOUGH TO REACH 14E MAIN ST14ULIVRE BilLINU CAN , Ls�.. * " ,,_ ,..�� CH, I . I-- ­1 00 I - I_ .Il �) - - ..., "��,4`N ANCVIOR�,E S� I RE ^�; Uft4NCNtT) IN 8 I � AND IN 6 eliL ­K­ �,,, ---T-,;��,-,�,-,, - ! �1 F �i ___­__ - L�57 7. ..... .. . - __ ----.- - ------- ___ --- - -1 - - - _ __ ______ . . , 1 117- .1 I ill ,11 I I `l IT. T - I . 1 I ... -­ ___ ___._ ______ --I--------- -------- __._________ ------------. --..---,--,-.--------.�------------ INSTALLATION DETAILS FOR REGULAR PAff"-, INTO POURED CON OR CONCRETE BLOCK STRU IURES I POURED CONCRETE G POURED CONCREIT i 9SI.G W1 CONCRETE PILOCX C"ONCRETE Ol . � , REBURIED "' I � ,lL,_­1' ,v i , I CONCRETE ANCHORS : CONCRETE ANCHORS � I'. 1: LL , �,+,: - , (SEE SCKPLAC ON ,�,:` 41 (5SHUEmSC"91"CHROV0GNH 10) , .1 SHEETS 2 THROUGH 10 , !�3! " rXISTONG POURED I " �N,:�. I �� , -, . , - , � I 1, 41I CC=,, 021LIOCK I" ,/.N,_nN,- " , I - . ( � � w FICOUIREO .w REAC "" -1 I I 1�) L � 1/2' I ,� , I r � �.�. _ _ , 1,,A* I 1/7* 4' 4 I/V CC - , 0_ . ..... ,­A�7.... TV - � � , . MA,X I . I MAX , - ... CONCREFIF ANCHORS i- -, � -1 v � j . . I , r,�- ­ , ; (SeE SCHEDULE ON � _ � , � rr ,, LC . I E.D 11 JJ I SHEETS 9 THROUGH 10) : i i IT- I I : I I I - I I � I . . , � Eq" I I " ill ,� I �: . I 11�� I I " . ;1/1' - - � , " � 1 i t . % , �� I 11� I __1 I I I ��� . � " . : - Pri ,,� . I A : ­ I �/ :.il 1-1 - .., . t 1, . I ( 1 , (,t; . : ., I - ; I ; ,I I -_ ! , A. - I 11 � I - I D I I I r I& I I .111 I M.- I I 1 ,.,�,.--a�- 0 4 i ilvlia�-o I : I I SEPARATION I SEPARATION " WIND. ; m - ANNAT I I I it) GLASS A " I G,W 10 G I LASS, inom, airm r4n I EXISTING � , SEE SCREDUL A ( I __4 1jiiij I -'- '_ -L_ il it SET SCHEDULI ,I I � I : I J� CLASS ON S"m 3)f �, ; . (PAN I LENCI. 4 0, SK(l 3) ; � I I " SEE SrHiOULF 8 ,,, Mo. OW SEPMAIION I N * ... 1 1 1 1 I : I 0. S.CrT 3) PANTI LENGTH I TO GIASS I PA1,61 LENGTH - -1 (SIFE SCHEDULE I i I O I i i I (SEr SCHIEVIALC CONGRUTTL ANCHORS I ,� , (SEE SCHEOUIUC I (SEE WHE M I ON , ; ON SHEET 3) 1 ON S�,kT 3) � I ON St-,fEl 3) ; , �, -, It I I SHEDTS 0 THROUGH .01 , , - 0 : . I I � �f' 50% EXIS : " 1 � EXISTING : I 1, 11" t - : OF *L' , ,,, ,,, Mi�: i. I -11 .- � , � I -, `� I � I " GLASS I i I - -, I �l I ! I I , I I , I C OF *L' I D r ­ I , � - OF. :, , � ". . Will I �, . ! i (,-I ') I 1, i � - : � I i I � , . I I , � I �' , I I ... � . I I I C 1, I 10 I I I I D I � ! I I , ! I I - r D . : I - E.D. I . I I 1i t- .- . _ " - , 2 !, --I-, I I . I I I I 11 ­1 A . I I I . I � 1 15* � EX5IING VOURCD I I ; a 12 1/2 CC I ---7-- CCIKRrr OR , I (AS � -_­ - I _��TPUCAVLE) !, I . W.' - IMOHINT REN, CONCRETE RKLOCT, , , I CONCRETE ANI ­ mmis,` 1E. tics. as I f ! 11 L I REOj,Rm (SEE SCHEDULE ON . f,o IT I I � , I ,G - - I I - ,/..--,: .. ... v " f .-L- I SHEETS 9 TkROLVSH 10; 0 11 1/7 IT C . I I I I .. - , - Z - � - lb� 0 ONLY WHEN SCUD ! : ALTERNATE � SL7 lwm/ I LEG LOCALW =- � 4 . � 4 -: ARE 3OR!" "'SnN, MURCD cow"En I , '_ I . OR CONC TIC BLOCK PANELMATFS ANIC . , IN.TTRIVIATC CORI rXMTWG POURED COVICRIFFE CONCK7E AHC"OR5 ARE USED RIOU'RED - ANCHORS OR CONCRETE BLOCK REOWRLD STAGGERIED W/ STUD (SEE SCHED Lf ON (SEE SCHEDULf ON S REETS 0 THROUGH 10) S.EFTS 9 THROUGII 10) BUILD-jH MOUNTING NG SECTION I M&W SCALE 3/0-1* SCALE 3/8-l' SCALE 3/6.,- i I A. I I ......... � '... .. E %. FLORIDA BUILDING CODE (Non High VI Hu icons Zone) . � & : : . . .. . .- 1,,`LDC. - 11 z : 0.44167 '. I 1 24 GAGE GALVANIZED STEEL STORM PANEL 11, z : * - :*z I - ! a - . C -T�_ -_ - . ED. - EDGE DESTANU NOTL - FQR COM11IM&TI011 U01ONS *--.. STATE 09 ,- 1'�,T- _,i- -, / I M C -0. . . � [(GL�OBAL PRROT�ECYION PRODUCTS, LLC. "". (SEE SCHEDULE ON TOP & BOT'COM MOUNTING$ CAN BE . 0 ..* * . I - fw vio-Z A E.6tift - Wait 1. 51 Vftl, - , . "10RI " . I ,-- PAW. IL MIA TO 2 $MEETS 9 & 10) COMBINED IN ANY WAY .. -.. - . - - - SUIT ANY . 52ftill . -ANT, 20-175 1 , - .. I �� Z.A., - IAWV­ -_ �i�--.1 'll"CHE (WHIRRA-I..". (�)&" " iNSTALLATiDN ,5 .. . 10'� , " I'll I - IWAAAW, C'-4,001,1111 !__j - ! - - � ,TA,itymn. - -- -- - "I ..... I -Up A _VV .. I , I , - nxAl W. , I., � ; 1 -.1.1. I . I .z .2w., p, jg� I I 1 7 1 -.--. - - - - _. ------------ --.----- ________ 1 1 __ __ - - _111l (1) (1) ..= U) -Cu (1) -lIt- I -0 >, C­ 0 a) 0 -I.- :3 . " = _0 (1) 0_ 0 (1) CL 0 L- a Ica -0 a- - .&-6...., (1) a) C-) 4- Cn -t- a) -0 0 70 .to I = 2 ttllg -= a) I 0 C_ C 0 3: C: 0 U_ - CD = .- 0 .#-� ,I CU .(" -0 w 0 ;> E a) 2 .- . Cn a) -6--a CD_ IC:I = Cn 1p CIO 0- I= - = F_ -0 .C: CY) < 16 11 r- = = CC � ENW I .= I= ),.< _; = LI- 0_ T II - En , " - Q: I Alm - " ;-C 3: .2 w . L"t, -E:E� 0.1 = G - *= .Cx a = U - - -.;6 3: 3� 2 0, W -= = , - " C" -= -"� = = �� M . .T = .!! - " cm = r= _T In 4 0'. U 8 z z w I =I - - -I - - - � � I - - - - - - - - - - - - . - . - - . - - . . -I - - - - - ­ � - . - _. - - - - - - - � .. - � - -.-- __ - __ . __ _ - , _ _ _� - . - __ - , , . , .- . . � - - - - - . ------- __ - - __ __ - --.--- ___ - ___ -1 - _. ­ I . . __ . ­1 . __1 I - 1. ­1­1 ­_ .-- _______._______._-----­ -_ ­ ___ __ ___ . ___ 'L - - . - . - ­ " , . . - - - - - - - - ­ ' ­__ __ ­ _­ ___ _____ - __ __ __ ------- - -'--,--- -L", ---- -- -- ----------- ---- --- .- --..-------.----. _.__________­­ _­ � ........ -.-.------- ___ ____ � .. " INSTALLATION DETAILS FOR REGULAR-PMELU) INSTALLATION DETAILS FOR-. REGULAR _P_M_El.�!) - TE OR CONCRETE BLO . JM WOOD STRUCTURES , 1 4; 1 --- I ­ - I I N STALLAT I QN-DUAW5. - PANEL,J) INIQ WOOD .- __ ___ - - ­ - _-_ : Sry;;aTwm k :: ( !J ­ - .1 *ODD A?,C4OR5 - TO GLASS -1 : ALTERNATE CONCRETE I _ ,�_ I- I (Sit SC14EDUL ANCHORS LOCATION I (srF SCHEDKAL ON I . ,L ,/.-_:ItIl,. ON SNEET 3)E . ALIERNATTE LET, / 'S . [OCATION ITW NIACI ­ I - ! i IT a I/.- .0 '111;�, CONCRETE AAIC�ORS (Stu SCHEDULE, ON I , Swim , I) 4 11. 4'xe" (MIT, ) EXISTtK WOOD - - (SEE SCHfDUUE 0% EXI ING POURED CONCRIETE SHEM 9 THROUGH 10) FXI-TING POURED CONCRETE I . � : "I . I TIM Pit Awl BEAM RFQI�IRED. 57RUCTURAC �--- ------,� 00,51 OR CONCRFTI RLOCK ?­_ -1--­ - - - . -_ . -, -_ - r I ; , I I CINFML aAD, r-,n ADEQUACI OF EXISTING WOOD .- Cn -1--i SHILITS 9 ,-Rour- ,a) e C0kC`E71 BLOCX RrQUAVEDL ­1 I It .T -1 '. I REQUIRED :1 I , i � ,L* hill. BEAM TO BE CERTIFIED BY ` , I,: - - I I I t)(1511 - -T� ­ Et .- .1 / _MLIERKATE LEG CONCRETE ANCHORS 4 : I I 4k * : I PANEL LENGTH i REGISTERED ENGINEER OR i - " - U0.2 '� ,j' ,,, LOCATION I 1, EADER I I 1 14 (D EX SIING POW&EO .1111, (SEC SCHEDULE ON - � I ..f IV *OOD _C`npS G'A'S � "I I ($ff SC.EDVU I . I, I I -1 (SEE Sc I AR6ff[CT PRIOR TO 5411-frIER I -_ CONCHIM RE APED .�, __ I I R*C`OU4IHrT) 11 . _1 - i I I i I I h SHILEY 14UR *41STALLATION. r-_,_ _1 - 1, Wn - - I ''. I SHEMS 9 THROUGH IL4 1 `,2 �' I - kEOQLf ON to I - 11 0 � . WOOD ANDl`lCVS ALTERNATE WOOD ANCHORS . . a) CD . I '/. SMrFl I 1) I I . ,= SPACER (SEE SC14EDULE ON iStE SCHEDULE ON A , I � ft SNATICK - - w . I . I ­ . I., " - . I -I* Hill - - I 11 I 1 4 - " WAX _ � 0 , - -_ -, .LU---EO- I . " I ft PLAM ?DT SGAERI OR /7. I/.- Ll� (I - r , "/4 1 1 . I L l., -__ � $ 112. a c; ,/2- oc . �� 11 "I i -1.1. - I ,/-� 7 I I , lc� ---!! ., v . SHELF? I 1) ,.,�., ­.. ­ 11 - � I/V-21RI, $I .1 W NALR = - � , I ` j 1�4, _ -_ ­ - C I T, SPACER , SHEET I') .. v", HIL, sAPHIAT - -/, � , r, " t I 'As � -i I _ 1, or � I . 4 /2' � � CCHG" _ - I OD t � I I , , , It . -I' 11 .. A/ - ��, �, I I I � I ii I � I - , VAX I . I . -_ WAT' CONCRETE AKRO4% I _L_ _ a 1: 12, 0 C ' I t- "I I . ,/,- I . I , _ - _ .--- I - - , - ; , WOOD HEACI.k , _I . I ED : 1. , o . -, . . , - � i 1 2* ,I RtOUIREZI I 7' I WO(O HEADEP I - __ _�vr I ­ 11 Lown I ----:I- - - r-i., ,*-, LI-1 .... � _w_ -_ I I (ILEE SCHM)LE 0. - x , /2' - S a T. - I I - - � I "' REOUIRED I I ­'. -- I �� I I .1c - WAL I I - , t ; . - ..w - _m . ..I/,. OC 11 � 1, m" __ - __ ­ ­ - I I : I I " !" , .il -4-Bij ./ , . I I - 'I .... I- . .. I I "I* MAX LONG ALUMINUM SPACERS 0 12 1/7' I I I : ; I I PANU LENGOI - . - - : - -, � WOOD ANCHORS It ; I 'a) - 1!1 I O,.�,-�,- ,�, � I ..,.,. I I : � i , ,I , Ff ­ � 4 , i� � I E.0 : � I ­ I . C - I - -r-F I : * � 'if ; : � : I l ED ; ­`F;� L=�= i__1 I EXIS11W; 11 I' I ,� - $,WEI Rom. , :it� � ., . , ,� I WA" , I � I t 1L_ __ - ,- I t , __ , , j�, - ; I I . . :1 .� � t i (SEE SCHEDULE OtJ Ill T . . E.D : ��'L " I 11 � I I I I - I I 0 c (SEE TABLE p ON Suirr, I I) 11 I s4m Iq 1. I L I I (SEE SCHEDULE L.If I ... i ­ � I a =:3 cla Kx!� ; - i I � I f�) I I I V., � 14, I I I I � SEE NOTE I' BELOW FOR LIMITATIONS VOR .. 'I : I - '' I ON SHW it ARAT ON C - I Z' LONG St EII FPARAYVON To , . GLASS . . - . SR.m : I' I N . I/ I - --i � � " -1 ) T,-NH,. I'//, j f L , j, S" . I I I SEPARAl I ". A, ". , TO I" WAX I : (, �',' > . : I, .1 I � --- 4, 0 , , I I g I : 1 , -) , i . - a :: C ,, - " EDULI _ CLASS - : PANEL tENrTH I : � PANLL LLNGTI -4 0 f � ,/..._;..'. ON SHEETS IF (sit tcwOUT . (SET ScHtwll I (SEE SrHFOUIF, I SASS.(Sry _It, . M -AVA SCE SO I CHEDULC I I I t I- I. mist O,H sw,EDUTUE in PLUS SCC SCHEDUL ON sRrE7 m I ION TO GLASS - I '/.� -L' MAI 1I.- ,/ ." ') . CA, - 9 A DR (A SHEET 3) (IN l � I 3; MAIL "FMALCE10 00 PANEL MATE I ON SHE IT 3) 1 1 m,. SCPARAT 51,10 3I Nar - Win I II ! L, , : ! (to ro� - I- ItI ; SCHEOULL ON SHLET 3) : . PANFI UfNG1V Ill � ;1'. ! I � I -- I- 'AN ,­­ I I I 11 I '-C )` I , = W.,, I 1. i I ", a I AT LI!a� � 1 PANEL I , I ,. I iii� SCHWUU r " I ( : V. . v SIAC 9 " I . � ( I 0 I ., ,� i 1* I'L �" I I I'. T (;'A" I "' I I ; I ON SHCE't 3) . I � � I I' '..'C'�1 - ", 7 PAT, , 'C', - . I (,. . RNEE, , .. , _ , : w ; .. 'l, ill.. A ISEE , ....- I 11 7 I I 11 (%LEESCHrDUIL ( CC , 1 IL I � 'i"'. - I : I ; I LL ' I .. L ; I Lismil � ,-sn ON SL,EE1 3� CIN $HE(' 3) 1 (SEE SCHEDULE : I I - I ,� SEPAMI" I ON EXmT,tjCL_ I I "Con, O�vn._) EXLSnNG TO LASS I 0; ( AN LENGTH 1 ; I I A, 4�.o : � 2*.4' WOOD : (m 1. PACT. SEE SCHEDURf CL GLASS G , (SEE SIG=— UE - NPRED .1 I ­ 0, SCHIDUtE * � I I L I I 0 I SEE SHIM 3) " SE-z". ---I GLASS 11 ld ! CLASS I I I : I S.[L- 3) 11 1 11,5111, - I I � t PLATT RE, I ,aT,3N1,_' :(SCE SCREI 50% I I ; I I I I I -1 !- ,^ v � ; I ,,, I D - ; ; ,_ L I A _ I i � I I * 0 0 VE 2W' .- 10 I - 11 I ! I ON SITE" , . . . 0 � : . _ or 'L* , I AITERNATI : �!,� I _� < 5� - ; I I I I' I - - I .1 *1 * - 0- TO GLASR � � � . I I F` ON SHEET t .I DIRECT MOUNT , � , � ,(D I , I A - - ,I1. I I 1) : OL , U) 3) : k ,I I � , 1 1 1 0 r I I- I I I I- I I . ! I- t I " SCALE 31'11-1' Sox � I � OF. t , IMUt I ,� , : WAXV 11 11 I - I I ; j ,, -i � I I : , 15A I . l'i , ( A I 11 I � I : I OF 11.1 I __ I., � I _ -4--i 4 , I , 50. ­_ -_ I _ A - I , I 0 - - I I I C 0 1 1 .1 SPACER ; : 'I' 50% 1 : I F. 12 1 /7' 0 C SEE IABLE #1 ON SHEET 11 FOR MAX PANft ,FNr.IW, III I ' ­ I No - r --I ­ I I I , if 1 st 12 1/2- O,C , , . - - - 7 I � , . T, . OF I : I 11 'L' ED I r I 0 V" --S.ut DESIGN LMS FOR THIS INSTALLATION I :,4'� it q ,I) - oi- . - L ---- - _­_ � I � _� I I I ; I, ­F i l I � I , , I ! * � I 0 ­ I ­ "I ­1 1w. - : - ! I <=__11_1p I" . - �w : � I I t ,/2- - I I I � T. I I - � ,, � , , I I I 0 12 '12 I 11 __ I I .,.-I-' r � L _, I I 4 U JI; ! I I =. I I - - I I ; a) : ; r .­ - - - � ,� L . - - 3/4- I . to " 0 IL I . : � I � I- 1 =3 0 REAL, SCAL N - CE_ -I. . I L �._ - .- __7 SHI . I "I I& I f 0 1 I I a . � .___.__L.__ - , 'Ii�_ * 0 C C -0 ---I . , 0 IT -Cc, - - - ;::- - :_ I ED .11 I , I ; I NO FIN I - ��, -- L I/. I I I - . L CONCRI'F 44CHORS $ -4 CONCRETE AK�Oft , ��­ Lk I - � Al I 011l I , I . ­ XISTI.G P . ' . I . I I I i I : * * wm I . I 1 , 1i 4 . - IT - CONCIlm I . : � [EDGE Of All FIR 1.9 "I"! 11 ""I - ORTS , __�___] I I : - , I I : STACQEREV W/ ! � L :-] Dll� RuCRI1111. I,,_,_ .- I 'I - ANC -RI 0 U OuRIO .. I... - (SEE SC-EDILLL ION ,�4,-' (SEE SCHEDULE ON .e_ - slow ANCHORS COU'RED . , U LLi - GR 101 SHMS 0 IHROLPGN 10) I 1 �9)2 I/a" LONG NO ALUMINUM ED - I I I STUD r SPAM. " wil, at , 'n- � 0 � � . Ult), T COND1110") 11 11 - _ 1, I I—: j I (SEE SCHEDULE ON I I Z; I ALL DESIGN Lox AND PANEL I I ; - - ____ -_ - 2-xa- WOOD 2-,4. W(M PlAff I I L_ Z�� , . : Ell TING POURED LONCRETE 1! SHEET I 1) ; ­ -ONCRETE OLDCx EXI TOG PCURE­r CONCR[7F LENGTHS KO SHEET 3 (1) PIP 15 LIMITED 70 A ONIC M� &AVDM WN W-0" . CO,WRrTE ARCH :�\,��z �. REQUIRED OASCONCR I. BLOCK 2'.4" WOOD . � *MmL I I W" RER, "'" "Us" (?I" is . mracrioll row AMC i WOW ANCHOW. - I , i (SEE SCHCDU(L Oil R I RED *�, �; WAX tmG ALUMNITIA SPACERS 0 I I I : &4w4 How" 0ARUft, .�Tw ON pa, Ill. : � . � slim ti) 3/ L . �`� ­ A 1_ SPACERS 0 , 0 C VALID FOR I il (SEF SCHEDULE "H` UIRED � __T � I PLATE REOUIRED , � � ". MCFAmnom To am ImPictirm ! I (SEE Sc LE on . ON - 1/2* OC. (SIX TAW 01 ON 'r. SHEET I 1) ; � SACETS 9 THROUOR to) - i WOOD ANCROR!, '*K4' WOOD CIO 0- E. O S10,GGERED W/ STUD SHICT 0 1 - . . I w OR &A..ft G" I SHEETS 9 A 10) I CaNDI AS , : [I PLACE REQUIRED (2) ANCH09% MOM "ft ODWO-OWO 0 (PANEL Will FEWALL f i ISLE scmuclutf ON Low . A ARE : � � ftAl MATE ") 9011. K VACM MINIMUM At 6 I/.' OC. - i � cow,urb WITH, (THS 6 A RMMCr*. � 17 1/7' OX VNIC&A "OM ON ! I I SHE" I I I I . SNm 10� I � - 2' M. - : I I I 0 (D . � I ! I I CEILING A 0 FLO,Q! MOUNTING BUILDiEMNTING WALL MOUNTING /DIR WISPACERs ng OR i lill a .w. -45 -.1 (3) � � WA PANEL LEWPH 6 UNITED TO 44' .I ANY OFINING : 0 U) SECTION 4 1 1 . � L : DMIS IS A MM"WIM FROM LIAN� PANEL 1.01011,15 4U� - i SME S/ft. " SCALE 3/6-" %m (2) MAIRMUM DOW PANEL 1110CIR 6 I WALL MOUNTIN T MOUNT SCHEDULE STWIVI it) scALt 3/8-1- � nL. � ALTERG 6 ITIvir. ;Low spAm compaitim PA smALL K a osPIATUD ow COILING AND FLOOR MOUNTIN BUILD -OUT MOUNTING L. CU . WALL MOUNTING 1 (3) mal PANEL INIMALLArm a MY I NATIVE 2W (VTj i Tn* I ALTERNATIVE WIND AN EX31104 s= TAW WALL SCALE ]/a-,- I onw4wEALLAnow or 1, 11r I VWCIDI M ITS MI ALTERNATNE 4 ALTERNATIVE I � Wi,,I) � � 1. 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' ,X;"., C,/ - ., . . / - c \ GLOBAL PROTECTION PRODUCTS, LLC. al't ED, - EDGE of . . � � Ell MEMBERS 70 HE SOUTHERN PINE No 2, W/ SPECIFIC - - - 460 1 . __� - - -_ ' Iiit., Iff"Mi & C w`Vt"INV;` c�� DENSITY OF 0.55 OR EQUAL. ,�,,, L a azwom, 0.1,17. n 3331. z 11 C��* - - / 1 / 11LIECO... \ � I � >_ ' 11LIECO... ONA!, ft MAI. 20-175 - 0.1--Z _Z,."t PWOWL M4M"-l�. FAA (9�WN 11FICT7 ,_ (SEL SCHEDULE ON TOP Ir BOTTOM MOUATINGS, CAN 8' 1 �- I ..'� � - SIT 51 ffl"M INSTALLATION RID4 'I� �-- / mac S., �I 0`011 I C04N ~ sr . I, 113WEV _ Z - . .. , .1 - i- "I" - ItORet.. -,�,�, LUT 711UP"Will .. .Ct O � , #4 ,,, es, -LIP ­ � 10;t , TV" "r,mb jF.WW.4 20-175 SHEM 9 & 10) COMBINED IN ANY WAY TO SUIT A� ........ Y - .. - - -4 .1Mr.1%_eoi1! BuM IMAL It 13314 20-175 2 FOR NEW WOOD FRAME CONSINUCTION. WOOO , .., -,.� -.,--, - - ...... ". .. -1 BLU)smi-e", , ­ - . - MEMUERv, TO BE SOLFTHERN PINE No 2. W/ SPECIFIC S/ �*� - AW I.. (Mill.11 AP - - aRMANG H, � - 'Hys"'."' .-- ­!-�_in - _. ­ -_ M A ruir ­ :k < )'"' 'H. "" Iv ----I - - CA " id &I Ii �,,, ".� 'Roe � , I, ­�,P%"§ . (WARRAC � � 1<1, 46 � HMt, Do AR-1 1. ­�- . -C ("4)��, INSTALLATION. 01r .__ - V - DENSITY OF 0.55 OR EQUAL, I '111441 - --mok-sion.'Unt MATE: 1, w.nICAR'.mil/vAnt WHO -000,157 __ __ - - illostar-/S;;;,-�w-;;�Tt - .,vtft_1vM1111l'. I., ---. - �- I - _TEA A rug 11. I . I , -, -'I . : ;;;- - .- ----­-----­.--­­- ­­- ­ __1 - I noin, g, i 1.1-ol - � - ., _j 'Y", ;Zm "' �--J­.�7-iw- DURING w r "..., ,,.� Ef 4 6? ! I I _ I-T T_ . , . IS . I I ___ ___ - ---.-'- -.L--------'------"-'-'�-"--'- - - __ Tiq ________.____ ---,-.-,-, � ­ -------.. 11 .­__._­______. ___ - L--,---..-..--- .-__________ ­­-----­-- I I I a_ SHEET NO. 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I , � �: 1��A L� SCALE 1/4*-I' _________,__.____. ,- ________._ END CLOSURES DETAILS FOR INSTALLATION ____ - IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REQULAR, LIF EL A, SYSTEMS 11 I 11 1� I I I , , 1- .1� 1 I $1 .4 .0 14 OF, =C IF a " OP � I � _ VARIJ 5 I ,,, 1 - 04 & 0 2.". .000 "Old woll"I'D . � 5' uIll-I :, 1 I 1 1/2- - I M­ FEURED COK I. `�"iPI - ev"',ft. 2*.4* WOW 'U., �, I I I � I , 11- - ORIJ I 1 0 - FA`004 '/-'. I 1 3/1 7 ,/7- , ANCHO" e 0, .;.�- - Rt"10 - I I , .. , � "I � I I F If I I A - I - - . __1 3 � , I . I , - " - I I I-- I I 2* , 15, . 053' To ImM.NArr LET; Locolom . VARTIES � 1 I.. - . 055' Cow" s, mol, 90� L ­ V­ , AIUM. Arf OR mo - - - - - - - - .j �__ - I T I 1_ I— W, 3105-.1m 5'..LEI 111-1-1-i-1-1 -I& 4.1. STIFF .IT " I - � , �\, . I , / I � - , - 2- - ,\ / I I � ;/ / �, � ! 1 / � - 1,< I- .1 . W.. j , I 1 M., W 1, I " ...*.G7 __ 11 , '. FIT - "-­­ - -,-,- AFF­ ./,,,,, -1 A_ ANGUE SCAIT ,/4-�I- SCALF 1/4--l- 2' . Y , .003* 3108 ­14 OR . MUM 'Ok ANG,j MINA-09/y.'. . 1 3/.' I I.. . 'A"COL, 0 12* Mc 4043-T6 I . 'I � I zn 4 , I , - Fwr ,,Mmr, ,,, , _­*1 �. . ___ ,/ , 1*1 x - -j .. ., I " //. I - I I !I1 � LONCRm COH"NEM, NLOXX OR 2'"" WOOD FRAME woUpro SCALE 1/4'-'" - S ED OR 2' 4' woob 0, OPEV, . .1,19,11 9.,'h POURED CONORLM, 4 0) 441,, COK-11, Kocl, Sorrout PANEUwAM It- ", _. 1 TO, SET OR C­ OR ELCO PANELMATE $1. I NAT .1 FEMALE to AM) I �Vtlm I � ,5. * WOOD IHANIE ' "' ,3.0 ON, r , , Sm f vag'Oly ­ ,,ARF[S I , - (MIN PANEL -H, low wo.4" AS APPUCAW .0 a I') OVERLAP BEIONO '. -5 mvl_1 i �� & 1_0 . I OPENING , WIDTH) �0 J!!OURED CONCRETE COWKW mO,;,R(D I 1,; :A i L 7 779 � LL ' L jjjj.I�� . 11LOCIF OR 2%4' WOOD FRAME : , �A I I tmpmo ., L ,"L ' L . 0 T�, 4' .I, I , � I I , ­1 -.1 .... " I L" I '/ I __ - , , ' . I " I- (t) -Cl) oRcs L" ." 11 i / ­- , ,I- " i : K-T ." .K"mo rNow 4 4 VARIES � I- . , __ NEAR FIAT FLAKICES PARMAEL TO S, INI. I 11 \-.-.-.' - -ALL (NI CUT END FAllftJ I - 00 DTSTANCE -"`,--1"7---,1 --I;s I-m , ., � � j i I " I ) I , , , L I 1, L, , / 1� /-- L , I 1, ., ,r 11.1 NO Is lo." `,& ,FHF � . ... 'L . I ,gA �r V"I'll"', . , OR k � "", SCk_1 1/4*-I* 1. � I, I . ;9. I /11 1 . I L " - .. ... ` - k, L 'L. ...- NCEN `-.��% VALID FOR f)IRECT MOUNT IN TALLATK)N CNl.f & 11 ­­­ ION AT WALLS W/ __ I ­ . - ,I,, %_ ,Y, '. I , .. - CfTITIFTO PANEL INSTALLATS ,, �,�-, I SURFACE LEVEL VARIATIONS WITIFIN 3/4- '. . V� * :.= S I - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone CASE E (PLAN) I.. . Q7 mqux 'N't, Fp. .. : 24 GAGE GALVANIZED STE 101, L EL STORM PANE --I- ' , - & SCAtf 1/4 SCILL '/..-I. '_ ­.,� .L. - L ____ - - ____ ... .1 . . .: I , . ­ , �"L , ­1 I , , , I ,. - \ 0 0/71/;m I __ I PROTECTION PRODUCTS, LLC. D. ""t'j'j, ­ " - I L 11LIECOilmic ., __ MR - F=_j& gmar.ounNe call, _ Z� `NvD0 1. III ".an .. I - - ==m_1%.:­ HNOII (--)M-?-, 1. 20- � I 4--r., I- J_= 1% _. , '31, I..)m -479, 175 1 � - _ _____ - __­=1. - I I - - - - I . . - ­­.- __ - � -----,..,-. ____ ___ . -­- --.--- ____ . ­. .. � . - .1 ------ __ :-I, . r VAL/pDN*r,mrL'rMTF -10 A n .^ rufw. I A- f- I - F, ..-- p 11 e / 1�! SPACING MAXIMUM A.S.O. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR LAR STORM PANEL A � INSTALLATIONS INTO WOOD STRUCTURE (VALID ONLY FOR PANEL (DINS7ALLATIDNS AS PER ALTERNATIVES IIA THRU 4W, ON SHEE-TS 6 & 7) MAX. AS D MAXIMUM ANCHORS SPACING FOR E D. - AS SHOWN ON SHEETS 6 A 7 - APPLICABLE MAXIMUM DESIGN TO PANEL TAPCUN LAG SCREW PANEU" TE PANELMATE WOOD 8USHING P RMUFFE NA"N ALTERNATIVES ANY to NATION IU LEMMI, IL, tC IF (, I FEMALE 10 PLUS OF THEM (") 13' 13' i L257 13- IS , __ I* (TOP) - __ _ - _ - _ _ ___-- - __. _ 15 - - _ - T - - 13' - I W L(WrOU)' -1 L'3 _ _ 6 1/2- __ _ - 11 6 112- - - -L" -- - -- 6 11r . L' - - ­ 6 1/2' - 6 '/2. IN (TOP) _ - - L - - - 6 1/4- __ - '.2 vi-_ - - 6 ve 11 w (wn I) 51-0. Ir a' a' I . a' I - . (TOP) OR LESS L 9* a. a' - 8* I - itiortm _) L 13' I 13" ". 13- - (TOP) : -5. -45 13" I- 13- 13* I 0, :1, 3' lpoil OJ OR LESS 13' ,3- __ .- - ­ __ ,3. __ ,3, 8 ,/2* � . I- 1 (TOP) 7--- - . .. - - -13 � 13 I-.- 3 ,3. a' III BOTTOM _- -_ - - b 1/2 ­ ----' . - 6 '/? - __ - - 6 I j2- a 1/2- _. __ 6 1/2' jWL-L --) (TOP) � - ____ - � __ - - __ 6 1� ll� 2 1 ' ' - . - ___ - 6 �/4' ­ L' ___ I" (am I) >5'-O' - 4 112' --"---.,- ­ 4' _ - . - 11 112- -, .1 _­'. a 1/2- ' ' � L ­ L' - - - � L 3W oop) - - - � 70 14,-4, 'L - - __ 4 1/2' . - - ­ L - 1/2' -­ __ 1. - - 7' - 3W (BOTTOM) __ 10 ,/Z- __- __ 9 1/2- __ __ _ _ 12- _ ,2. __ _ . 1 � L 411 (TOP) - . ,3. __ - � 13' 1-1 �__ - . 1 - 13- - L 8 112' ___ _411 (WTTDM) 1 NATIE 2W ON SHEET 6 SEE TABL-E it FOR MAX. A-S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IV I ,6 is USED, CORRESPONDING ONLY TO ALTER _ I I MAX AIS.D MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPUC-&F MAXIMUM DESIGN TO ALTE - "N'T'Ve PANEL TAPCON LAG SCREW PANELMATE PANELMATE - WOOD BUSHING P RESSURE RATING III III ANY COMBINATION LFNGT,, 1L* to -1 ) FEMALE to PLUS OF THEM QL) 13' 13, 13- IF - __ - __ __ 13 . tw (TOP) - _ 13' 13' _ - ___ 'r ­-Ir - I.-- . I Te (00 now) - - ___ _ 6 ,/,- _ __ _ � 6 '", . - _ I , 12 __ __ - ­ * - _­ 6L I W ___ -, ___ __ - 6 1�2- - - 2W 17(r - - ­ � - - . .6 . L -- - - - 6 1/4- ---- L - - .__ 12 1/2' & -, - -,-----,- --t; . ,/4 - 7W (wn -) . S.-O , . . 7 I .- 1 1/2' 'L a' a. I - - - - . I - L 'Am Rop) .. ' ­_ - . OR LESS . � '12 " S* 1 a' . h 3w (BOTTOM) I 13. ,3* 13 . 13* -1 - 11 - 13' I 4W 1101) ­45. -AS ,.I" 13' I 13- L ,3. � .L __ 13' . 4w (BOTTOM 11 To . 73. -73 , 13, 'j* 13* L - - ____ Ir - Icr - - --- Iw (MP) - Is' ,3. I 15" 6 ,/.. PAT wrlow) - I -_ 6 ,/2* 6 ,/2, --i-- - -_ 6 I/ - - � 1/2 a vr ?w (Top) - L' I ­ ' � - -6 ­­----- 12 1/2- - r, 1/4- - 2W (BOTT I) >Y-o' . -.1 . ,/7, _ - __ -1 __ 5. -6-,/4. 7 112- L I _ - _ 7 1/2- _ .1 I 3W (* .. 'TO ._1 5. 5 1/2- IT. a- - iW (morom) L- _____ 13' - 12, - ID, I - __­'__ "' ­_­_ ' r 4w (TOPI - 13" - ljr ,3. - .- .-- - IS +­ -� , ' - C� I ­ I .1. 4W (BOTTOMI I __ - r7_5T� TABU it FOR MAXI A.S.D. DESIGN LOADS & MAX. PANEL L04GTHS WHEN SPACER I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 JmLLJJ . a - I . A.S.O. DESIGN LOAD MAXIMIUM PAINEL LENGTH 4D RISE OR LESS 6. -0. > 40 PSF TO 50 PSF I 6'-2- D, 50 PSF TO 60 RISE r 5,-10, A MAX PANEL LENGTHS ARE ONLY VALID FOR INSIALLAtIONS W/ PANEL MATE F�IAALE ID OR PANEL MATE PLUS W., 112* O�C, 40" A It j )` ­­ . . .. '... . EN , - FLORIDA BUILDING CODE (Non H19 h velocity HIM lcon. Zone I �. . * - 14167 '. S N 4 _TD "L'Im - Is. - 24 GAGE GALVANIZED STEEL STORM PANEL . . . i * * * � III, I . z . - w . .� ". 1, FUJI,flarm; 11LIECOm. GLOBAL PROTECTION PRODUCTS. LIC %`V% A T[of �;��­�_'j -I - . �9� III ��,�,� I - - � yC%'I "' ; - ��, "I 'Oress, -11 01�,.��,,t �, '. . tur, , �iui rest" A. a4mmumpto "evo 5 , 61 � -.- - Let - - 'I = IMAN, ". "31. -*,-,.I-.- , n., ]M-7$.. r. (W`Ivlee�", 20-175 , '. I i � 1-10 - Ul* - �Jlrr­ __ - ItAmemo . 1-1 _-,i;_- __ _. - , - .` .-Ww_,;1w- , "...... w %-,-,%It I �__ 1�t "`� _M It , - __ - SWM` II III is .M., . = 1�1 - - �� FJOBRM 0 .4 I 17 1 , I I I - � - - �l-------------.---..--.--,�---�--..�...------- --.-.----.---.--- INSTALLATIP-N DE AILS FOR UFE SAFETY PANEL6 INTO PO P. CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-9 TAPCON C)FISTING POUFMD ,/.-. ,WON __ r,XISTING POURED ANCHOR 0 I' 0 C ­ , CONCRETE DR CONCRETE OLOCII Al"C-0111 0 9, 0 C CONCRETE ON I I I CONCRETE SLOCR I �, -troumito � REOUIRED ' "� .i. pr ­f, L L 1 ,4 I �� (il ) "' j� I , il 1 - I �" , , , 4 m: 1 I , " - L", - I I 1. 1/2' I ,I/4* I .." � I I � I ". --, ^ - I J. I : - - - - - __ ­ � " I - I I - :�­= - I I OFF I . I I I I E Q IF I i I I � : I "'C', I I , : I ,(,��'1�11 . L : i , �/� : ., - 1111 I : :, i ,., , I I - j " W. I - 0 " EXISTING- ! 1 � I ,./,., �`ito " _n, III SEPARATION a m GLASS N. � , Y0, I I I � I I/. .-^.. 11 AT 1201=9 CIASS �, /. L I I ; ; ------I, �11 EXI$TINI IF . 1 ... : , I ,I . . I '.LASS i 11111 i I I 1111 I � I . !, ; I ' ' MAX. I FT - I - W. I ; L ; 6' PANEL LENCIIII It I, 11 I I I I "A4, lfmc�l ' (SEE ELJIV�TIC "ft )" .1 I ; I (SEE ELIVA I)N .1 I . 'EH ; I ON THEE, !2) : 19 4 � I I , 0. SHEM 12) r. SEFARATI&� - : 11 I I : - 1 TO GLASS ., '� I A IF ., : I I I I ! I ,.I e i t t , � : � ,j ) ,/� i I � I ! � , , 1, I L , I I I ; I - t (I " I i I I __ . I . I : - It a" EXISTING POURED , " , I � 11 , E.!STWG POLRED � � , I I I I - CONCRETE OR . r � 1 .1 14, .- FIVE OR "I ! I I !� CO'CRETE OLOCII INIG LIMITED I . I I I* � UI It, COK OWRETE BLOr* woOf � 14 1 I vl�_ I IK;;,.Dt � .. -10 w : I - - I I . 77-1 __ __ I . 1 11 1 � 1, " 1� . I . ; ; � I/4*@ PANCUAIIIE PLO$ I . l , mm j aLs ,/4'. PAINEL"I ". I I I i ANC HOP 0 12 1/2- 0 C 0 MwIR (HrYON I,) EL N I WALL MOUNTINGS SCALE 318-1, SEE WIDIFTS 15 4 11 FOR ANCHOIT'i " E VAONG ON W."LAITCHS W. WOOD FRAME BUILDINGS ..., ANCTION SPADNGS MOD vHlFw,I,I FDA WTM00E ART lNZI!ATEO ON 1AS WNE5UU. " ED LIM THAN INDICATED 0 XHCDULI "DWE 44CHO" S'N'LONG p MATIFILTING SPACN0 SHOWH 00 SCHIMAIL-I IV NX (OLLOWDIG #ACTOft FOIF THIS OPERATION 10 K POSSAII), ITEDuctO SPIND,141I OBTAINED �161� FACTOR SHALE HOT BE LESS tHAN MIN M SINCHIM LIAWAMD FOA EACH kWHUI 0. THIS SCHI'DULIF .IYK 1/4', 1/.,. ANCHOR raq FMORN � I" -L--- - - __ - ___ - - � ANDHOR INCH; f.) I . -�;�_ 7c;" 06 , Y _____ _J - I ovullam-1 � - jNIA jHj OININIM '3 - ,,,T Acum. m iximmu IQ FACTOR I ,/I- If, - 2 l,1' D .1 . I 3' , m ,00 .1 ,/2' .- 1 -,,,, '011L,ilp, A. rij�;;S� I ... ­* ... ­` I . 1% p 4�.. ' :I� w- /,�� . \AEN Ile".. . S , : : "HA"6� ,, 1 : Thr .. * : III, i . : X ... S TATE 0ji :4C _' - L g I'- , - 'I R _.. I I - " -�_ - -- ­, �b � - _'%4,_,�, ��IiN A � � ! ij -�;,O ,, ........ � Hv� I, _ FIE WAL'UTIAMervAllm, FLORIDA BUILDING CODE (Non Nigh Velocity Hur carve Zone -.111,10 mflloo.. - 24 GAGE GALVANIZED STEEL STORM PANEL 1�p aelel, In � % ___ 071171nao ILIECOm. \ �. GLOBAL PROTECTION PRODUCTS. LLC. a,UT, _FT R IV -6 __ - ." Ft. , , IF SMW �' "' "'L'" - __ L- 20 W_ �. AIN .1 - I OWN ., H,Irl. ..W- (w)mF_,s,,S, r. (I&-)M-#"7 -175 - ­000�57 , " �� -. . AM MR A NFLIT ,,.-,I- I., I - v 67 I , 1 � . I IIIWW 14 OF if - ______ _ ---.--- _____.________ -.-.--.-. __ - ___ .--- __ MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING, MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (f) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALAO ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX A.SZ, III MAXIMUM ANCHORS SPACING FOR MIN LO. PER SC44MU LE BELOW APPI. ' TO ,X�&, mOmmum MAX. ASO. Fit MAYAMUM ANCHORS SPACING FOR MIN E-0 PER SCHEDUL f BEILOW _`M_ POE5IGN III-S'SURI. JNI PANEL LENGTH 0 ESIGN PRESSUFIE A PANEL LENT". I IAPCTON - SO0JD-SE I 15ANELMATE FEMALE to PANILLMATE PLUS ZMAIV-10JUN CALK -IN TAPCON SDUV- SET MATE: FEMALE TO I PAMMAIT PLUS ZAMAC-NAJUIN CAL14-114 RATING A, -ON I L ('I ) RATING to IF I) "'A'"O' . L' (It ) - - - 10 TO To TO - ��- �7 To III 10 M. m - I'D (0-1) "clan - 0. I I lOgir c'I'm i= M ­ LTMEM mmm mcwm � - 03,01m �& - , = -,o --& CONMIE CoN .w OF THEM -13' 13* 11 13" - ! 13,_ _Fj,� _,_".. f 13' __ ----,-- - . � I_3:� i .:-3-. , , (To,) ___ - ,j . -.1 , - . '3 13- - 1 Ir . - 13'- _,_3� ,3- ­ 13� I - Ir - I - L3�__ i3. _ - . it - 'q: , (TP) 13- -_ _' : 13- - - w 13; - 3; . - � � . 13- 1 13- . - 2�7 � is- I __ 13- 13- .- I __ - 1 (9070m) -__ 13, Ir ._ - -ii�- +--- - 13- 1 ir . 3- _ I 13. -- - ,3. ,3. -_ - -_ ,3- - 'r - - .,,,-__I,, _ /2. - 1 - (Batym) - -_ IY -_ .1 3- - 6- i- I 1. ,w - Ir 13* 15- ,, 13' __ . I.. - 3- 1 ,3. - �; 11 I �3� r . -,i. I - - 2 (lop) - - - , 1 � ' 3- - .--- - __1�7 -1 ,;I�__ - I 3 - - --- - I _13' _ ,S7 TY I I I I - 1 _ , ' Ir - 1T, t/v - ,/2- 2 �_ - I w . ___ - 4 T - 'r - ____ 1V __ - - . - __ I - 3' � 13' I 13. -_ Ir � . -- f �, (OT7019 is' ! ,3* I - -13, -- 13:_ . _127_ � ___2�._ , 9: _.�7_ - - J__ 33' , 13* - _133m 13' Ill a 7 T90Y, M) - Ir ,3. - 13' i 13* . 12 I/ 12 1/2- 13' - a 1/4. 1 - t /.* I ,,, I ,., - * _____ Uz 1/2'jil ,/2' I, I I - -_ -_ __�_ -. t � 11 1 13' __ _ a ,/.*i 6 I/.- 3 _L�) _ 3 (Sua-row) 5._6. 11), . 'r - - - - Ir 12 1/2'. 1� . - 12 1/2' ". - -_ a 1/4* Id ,3. ­­ 6 1/4- I� I.F - - 12 1/2-12 112- 11 ___­ ... - I - I - 13' a i/4� It 1 �2' 4 1/4� 3 (TOP) _ S (90170M) 5,-V , - a, I a' 1. a- I -_ ir - . - - e $. � _ I 0, � a- _ 5. T --- 7 1/2- - , - - 4 (TOP) oft LESS - __ .4­.. - El- - 1!2 - � '. Be* ___ 6 1/2 - �- I-,. i7.. /2. I I I I .. _ _ ..-. � a I a - - . - a __ ___ �". � -- I ?I;op; 01% LESS - I� -_ - _: - r -a � __. - . I � - -- a.- r . - r I -_ �. _ 4 (NOTION) _ - 1. . -is - a- -_ - � - - -_ 5' � - - - 1. - - " - - -,,,, � ­.- -_ 4 (BOTTOM) -_ -1 a- 13- 13, I ,3* 1 ,3, - 13* I 13. . i; " I I 13 . I 'Y 13* 13- 5 (TOP) Ir ! 11 13, i 6. I tv w IS � - C - ,�- ;/, 6 (m) 13, 1 3. . 13* 13' - 13- 13' i I _ - ��: I '3', -_ I - - ,3- j ,3- .- --- , 5 (BOTTOM) ,3, i 11: . - : �3: , I, I , - - - - , 'I -i - - I,- I" I , I /2 1-1 . 5 IWITOM) I � - I r - 1 l'Y - 13- I IS' ,3* I '11, I :!:1 � : ;.: � I 1 13' IS' (TOP) �. I - I... - I ,3 ­ - t . lw t -1 3-. ,3- 1 :3. 1 � 3 . ; - � : 3,- 13, " 13 11 Ij2 5 PORI ..S. -45 - . __I _. . is 1/4* 1 6 I/IF 1 6 111V I 6 Fill- - I - - I - .,, a . I/lk 1/4 6 (610TT -) r +46, ­45 - - 1 - , - a ,/4-.6 - I / - f � 8 ,/,-fb i/4� . - 1 - - - 6 1/4' 8 1/4 I a mori -) CA Lm -0 .53 - . O3* 1 5, ,3- !,o I/V Is- T' "I' .1. 4- 7 1/2 5 1/2 !3- , ��,_)__ - 13. ; a- I 13- -_ , is- 13- - a 2 _�: _ 13 ' I/ -f - 1 2 _. - . __ - W - ___ __ 1. ...... - - ". 13' - -ji,;-i- -_ I 13- 9 ,�;I -,- f -I-/- Ir 0 2 _1V_ ­V - - -1 10 1/2, 7 1/2 ---4.1,T ,3. I 6" - 1. -60 I ( TTOM) 13 . ­ _ 17 1/2- - .__ 3: - L - 13, ___ , -4 i3, 1 - ,i. ,C. - -6 ­_ 1 I � a- ,- 27 -�,- -� i7 - - i li�2' T TW) -Litrr- - __ ,3" 1 b. �, - 1, /, r ----- - ---- -�- ­­ 7 1/2; - 1/2 --- - - 13- '4 112- ­ I--- ­ 7 66FI)_ - - ­ 13' - _1 5' , _L . J� . ... ,�: - I'. - - . /.-- _! _1L_ w F-j2- I - 9 I.12� I 6- ijV . . I 13� -.1 . 2 CiiF - I _­­ - i3, j ___ - � . . ,,, I-,.--- I . ; !3* 9 112 IT 1/2 1­ � 13* 1 9 1�2 j - ! 0 1/2 to I!?, 7 1/1 uo 112' 7 ,/7 ,Y _ I 6 �11' _ , ? tT06t) J� ( 13,� i7 ,/2' - I /'* 13 , L, , Ir. ,3 . I 3- - .. ­ i3 - _ I O' __ - I� 13' _j_ _ 10'_ . I 3 ID, 11' j a' F?: 6 1 �2' - L - - - 13 0 1/2 .2 �SOTTOM) � 3 (TOP) .3- , .1 6 Y 13 - - _2 i - - 1�"- 1 2�7­ -1S�- - � L tl - - __ 1 1 lo!L., 11 1-6. -13' . . f7l " "3" ' ' ' I - - - .- J !*, � - �a-._ _ __ - - , _ .-.,-.,. >5, _6. - - I - - 12 112';12 I/Z L " . . 5 1/1 I. i�._­, - .1 1� 2 /ri � -, /!: - - _____ 6 1 j4 I 14� - 6 - - 3 j BOTTOM) - - 1 . - -F - -- ---- III '/?�'7 -- - 1/7- -L ". 6 l/ll- . 6 I/.' , 17 1/2*112 1 /2' -_ ­. - . I 6 ,,fll',fi 1/4* L -- - - ' * 3 (OOFFOM) -'- --' -­ To 7 i 3 . I F;-, a' 5 I 2 1/2' �" - . 0 . 1-- F4 3W� I I � 6 1/2- � 3" 1 (11wj) "70 -,. I /; ; . I 3' I a - '' 6' _ I' - __ ;-- 4 - - a 4' I 4 . 3 2 . 1/2 ", I 6 W' I 3" .. L, - 4 ETOP) - _ __ - 9*-G, I ­* � * - - AI - - - - - -I,,_ - a. - [ - __ -!*' a. I - ., - - - L - ' 0 - ,; � I - ' � '- - 5 1/2% - . ­ ; _, - - , � 7 1,2-1 - I - _ _ 4 (0, ) - _ I . Tv. I _ - I ­ a' L . - I . 01 _ - . , . __ . I - e- i - � - - . 1. I I t 1/2' - _ _�__ __L,/2 . -i - _ 4 (BOTTOM) 13' ­­­ I 1* - � - 1 - 13' -i 13'-- - - ty - . . . -.9 11-2 13- q I /2. - ' L to 1/21 1 1/2* ' - ;3' � r - - - S (I ") _ _ ,3 ES ,/2' L'� I 'j, 'a.-- - 2 'a - _!3 I-0, L _t '10, I � o' L � ,3* 0 qr , -1 5 L;araq - '3 ! "' 1 . I'*- 13" �9 1/2" . I 2 : ? J 1 2 TO 1�2 j - -3- 16 1/2- 5 t UM) 13- I 6 1/2' 13 . i 13' 13* 10, 13, J_ T j. I 3' �G i�" i�loul ­ IS. __ __ . I - . 5 ' -.1 I __ -4 IS I'�L '/�' ' ' - - __ - ________13 - ':E -" . "I - ­9L' 1. . __15* __�__ _ 7' _ L_ ,7 7 1/2',LS 1/2 - __ ___ __ - I-- - i3 - 112 I -a _ _ a (:� _ � _ _ - 13* _ - - � i.- - _ - - _j� _ -.- ,3' � _ _ - I- -I- 13- - - 18 1/2' _ I - __ - __ 13- 5 1/2- L - - - 9 �tPji 1,;]I- , --l"_ - _Fs . 3- I 5 1/2 JiE�CP) _ _;;I)] - . _ _ � ,/..jj ,/ . is 1/,.: 6 ,/4- - � - - - I j ,/iI - I Ile Is BID, _, ( , - - I ji 1/."b I/., a I/.. � a 1/,;l - I -__ 1 - I - 6 ,/.'Je ,/4' 6 (DOTI su SHEET 11 IOR AHONORS TYK A sft�lm FOR AMTAUAI INTO WOW FRAME BUILDINGS * MINIMUM ANDHOI SPWACS 04 MINIMUM LWE U,$IAKE ARE NDCA11D ON IHIFS SCHEDULE FOR ED LIM THAN INDCAFEV UN SCIAIDULL REDUCE ANCHOR SINIC.0 01 MULIFT"ITHIc SW- SHOWN Ot, licteouLE W I- rMLOWIM; FACToms FOR Im 0-CRATON, m m POSSOLL MEDITID SPAC.0 1ATAINED UPHILL F��A SHALL NO BE JSS THAH MNIIAAF SAACINTO FNDQATUO IOR EACH ANCHOR TYPF ON THIS SCHIEDULL ANCHOR rat - -_ 1/1'. - ,/.I. IRLD-er, ,/.,. , /... "'A" ,/.,. JAM`C"0.A` ,/.-. __FN --- - � .. a 1 " 3 4 In, ) In _10WINWANTIFOR IFAC;l �!) __ - -,- ------ ___ _ AT --.-) __�2__ , _ J_1W_ - . - � -,.- - - . - .. . I --i­ ­ __ __ -- -- , I/" - - - - I - ­ . - =. I �= ,iI, C. O' , ,/2. 1 1/2' "a - - 3 11r 3 I Acrift ma mon (".) FACTOR - 111. � I ­* ­ [1E.: .Ili rl- - F. T. --T - .. " 0. Oft - ­1 I 11 - - I. I 'm 1. 4LY VAUD WHEN SEE #1 FOR MAX. A.S.D �1,gED SPACER t. USED S & MAX PANEL , =01 I ---. jr All�'... . . ,Lm, . C . E X � '�-Ip : I - - % : t a .. .. - FIT .1 -_ 0.441 7 - . : . * .-,.-'*I,- ' TATE O�, - ,". ---f _-'�_ :' _� I '.. 5 _ III: 0_�S� ......... *�'.rl I 'iOR1I3I".-- - , 'A.,& --::, � - . ", 1w IMLL& A AS.D. DESIGN LOAD MAXIMIUM PANEL LINGTH 40 PSF OR LESS 6-8, > 40 PSF 70 50 RISE -1 6*-?' I > 50 PSIF TO 60 RISE 5,-10, I A MAX PANEL LENGTHS ARE ON,t,� VALID FOR INSTALLATIONS W/ Sol ID SET ANCHORS & W/ "SPACER At 12 1/2- D.C. .- FLITI'm - 24 GAGE GALVANIZED STEEL STORM PANEL ,,, --------- __________­ flue", . - ____ "/V/- � NE \ C Oixt , GLOBAL PROTECTION PRODUCTS, LLC. .m - 61 SOME, - .Iollt. (w -. - -, FwHL)mw­w,, HM*­`,H6, 1. ml,n ___r_ - - __ W A ".-CiiwK ~� .'-.,T!.-- -_ .. "e"`A-HU. P"I I I " , 20-175 __ - ,A-000*1112- , - , _.ww;;,.r_�;;� - � - �_� �H; Fm LIMA I T.Eff I 1~ LA 11 .1i'll! - :!!-- . 4_ 'I I OAP 1, or to __ ---.-------�-------,---,-.------.. __.__._.__.____ F-----------------------'--'---'--ANC-"S l-SE-F ­S­tC1_1_0_N_S__*__AL- _ItR�T_NIS 0-4 -S-N-EM 13, 14, 15 &I 6) . 3' MAX .3, wx R-IA/13. R-2A/13, 111-21A/114, R-19/13. R-2111/13. *-39/14, I. MI D.W(4), I- Hit R-IAW/15. R-2AW/15, R-SKIN Is. + low/15. R-281N/15. R-SOW/16, - - --- ­-­ .I--- __ ____ 3 OF (�) I . 0 0 0 0 0 0 0 0 __.____­..__­ __..___._.____­____ --- - - - . - _____ I . I I r ------ � ; - I I-- --.-- I ---------- �_ --------------- ­ � ­ ­ I . I I I I : I ---- 1 I � 1 --- � --- 1 " I I 1 � . . : : I I I i i I , � I 1 I � I !L I � i � I � I . I I � : I ; � i , � � � i : I I ; � I � I I � I ; � I I � : i � i I . � �j � . 'IT L/2 I I I I ' --- I -I ____L_ - ___ ____ - - -..-.- - -------- ­_ --.-,i - - Li L, i � ! 1L* I S�S BOLTS W10 I __�/4"--20.1' i � " USE 'OR PANEL LENCT" ... � i ( ­ MAX \ PAK LENGTH � " LIVER 7'-O') ( I ' ! (D '� I , ­ REGULAR STORM P ANEL / - I REGULAR STORM PANEL � a. -a. 0 .4, -40.0 P- I , A-MEL LENGTH MET) (W/ OVERLAP WIDOID I - . . � . -1 � - - - � I 4,�___ -_ __(,'�___ . I -)D-' L- ------- I I - - I '_�ia"" __ - PANII - I "-S* 0 -50.0. -54.0 II - ,I I � 'I � SAFETY L (W/O OVERLAP MOD PANEL LENGTH ITOLT) L I t . I I , � ; -1 I A' M 2'-a" MIN. PANEL LENGTH 'i I/4*­7D.I* ­�� ��, - i I'- - AT All MOUNTV40S 'L,_ � I cv- I -0- �� ! . � I I S% "O'IsRV . I I A! EA GIVE L I i I . ! I I I � � � I . I I ; 6. I .. i , I L/2 1 . 1 1 � ; I � 46- ! -bl- I � . � I : I I I ! I - � - I 1: , , I L I --- .. ­ I ­ - . , 1 . . � -,-- I , 11 0 --- � -- + - - - . ;2j NOTCHES A U I !�A I , , I ; LOCAIION 0 LIFE , I- -;F-,Y __ ­­ _I _ , � ?h I __ _ - . � 6 1 , � W, I I � � PANI� BOTTOM CORNOT, , PA.- BOT 0 I I : - I D.M.., 3 . x'' I I � 0 _C __ - - ... I - _., I I EftAP - -0vmm- - ___ __ _-7--_ - __ or _r ------ - - (i) AT WING NUT AT I I liiN�HU'T I F_ EXTERIOR - -3- Mki LEI PAN 3 W t iHSfALtATI()N% ONLY VALID FOR ININD L, L R1W PANEL I 1 I' MIN R-IA/13, R-2A/13. R-SA/14. R-16/113. IN-20/13. R-30/14. 1: MIN SPEED UP TO 170 . IF 1, [* R-IAWI R-2AW/15. R-SAW/16. + 111-111100/115. R-281N/15. R-38W/16. � - ANCK)RS (SU SECTIONS & &!ERHIT1Vt5 ON S)KE11, 13, 14, 15 &UG) - ,/4- MAX GAP I LIFE SAFETY STORM PANEL J) ELEVATION (t) ­ 1 2 5117, SCALE 1/4--l- I- �, 0 � REGULAR "-f) REGULAR - ­. __ 111- I ' S (Mr, OVERLAP .1 ANDLI, VALrI "L _-' S FORM PAN �, � TORM PANEL I EL it, L. : :,,,�. ��-�­., ��` I L I ,�, 4 I ­ ­ . . . .­--w ,v"r6�;N`NH,F I __ ­ - -----'-- ­!P� __ , , , ,­=Lr�,* -- ------ - , iM' - ­ � � - ­ ­ .... , � _� ,/" " ­VL % /-­L ' ,;��. _ :I, I , L, . - _�4' I - ­ I(' �'�' � A /*_\�_ , \ ... /. - �- '. N L // ' ." . MAX CAP'l \( I I I "\.,� Xe . I / . T�,,, I V%CK�-...'IN , � , I , - � � .. 1:r / .,��; I ­­­.- I � I— . � - - � ­1`1 ­ - � � - Dim � Y, ." . - - , " TV. i �_ - - -\t_ �,H`L� r-. � �,' le '. . ! : 00 . LLL ' ( I : N, : I = LIFF SAE�Y PANEL S-0 N. *. . z FLORIDA BUILDING CODE (Non "I IT Velocity HUffIcOne Zone) I I Ry.- __ . - 9 - ., . IL ..' 24 GAGE GALVANIZED EL STORM PANEL I '. �_ TNMOD - STE " IN I ..PRID EXTERIOR � DRAMN . ."I "' .. 1, ` IV , - ­_ --- / ION PRODUCTS, LLC.1 *""'" , DI'm __ 4 1 1 L I E C 0 1% C. � GLOBAL PROTECT SECTION A -A I Irv, ft HIM S IF I STAM . .. FLI -I. - I I 1.71 SEAJI1 1/4-,l .,ii-�- 11 �,,,' -_ I.P.-I.I., - , ,_ .- fleu TH"THE ("I'lleee-IIA6L '"" (-)M-aN, 20-175 ­ oft"I'm ] _____ _ . f��21- c: =,. -..,. - 2t it - _�r_ FIX -11= L"ku " '.I � ­wF��­--+--Iee­ ,,O - ,- . I F. I IV ­___._1_1­­._._ I ----- ­.- ­__.__­__ ­ _______..__­ ­ I __ -,-- � ....... __ - __ - I I .. .-----...---�.---.--------.--.---------�-.,-�.,- 1-11, ----.------.--.--.--.,-----,.----� INSTALLATION DETAILS INTO --- �--.--.-�--.-----.---,-.-----.--..--..---.- FOR LIFE SAFETY. WOOD STRUCTURES ------- PANEL(JI � ________________.___ - I � . ____._ __ ,. ", I . i - I . r, , , , � 11 I i ------.- _ .- . . � . �_­-__' ­­ __ I � 1, I � I WOOD .FAr" mxr- i - 1.6 RCOURED I , - !�. � I : I .lx,I, HEADER llr�.,klt, WOW HEADER 11 t. ENQUIRED , - 4 ­ ----. - .- . . .� � , - '/ '# I-PCON V IMICON IF � I �I I ­_ - - T____, �� f t/4-0 TAINCON ,---.- ,_ I _- t L/4 NPCON I it C 'OR a r OC AN ITHOR 0 9* VC ; . I . ,� Amc,iop 0 9" Ox I AW40R 0 9* O.0 I , I I I L I . I �� ` "'j- I I I _ 11 I 4) � 1 ­ 1 i i "I I i , I I : j � , I _-) I I � 9 411 � . 1 I 011I�If` I t .- . 1 .. � 1/2 -, ,/A- 4­41� /2. I ; - _ I,/,* I , I I -*In ::::: vi*tt,', . - 1/2___� I 1/. , I - __ I I /Z . I - 11/4 i i, . . � � 1 2 � I 14". I . --,-- -- - ! - I I I . - - MAI . i 2 11 ILI : 11 I I MH', . : - ,I 11 - I I I I I 6; I �! ' - i, 1 , I -H :". --- " -, I � ; 1 I ! I __ I I MAX ! i 2. � , , _ , . 1 "'. ; : i I I . - , I : 1�� ,----- : 4 ------ - ­­ . � I I 'L -- ---_� � � _- -. , , ,."� I _.: A I_; , 0 A - - �� _, . _ I I �_ ; ,i) (D , i - FT I I .1 m a . 1 S, I - -- : �1_1t_ I �_` k ., - ,,, L , a , � : '- , . I , 1) : I - - . i I . � I il., I I � � I 'L __ I ""F"' 11 al;I-T11NIC411 ; I ' I � _4�9 ' 1,4'.--l' . I PIT ," . . ,A _q 11 ` 0 . ux'snk � 1,11, pD,fik :0 EXISTING 1 I�, I I � . 1. DICK GLASS I I W - . � I I .1 t � UTNRDH - Hu", GLLAss -1,1 , L I I I I I q. ..--I- I I " uV'.&AA0 1, I ! le- - - . I uwav� - Y-r. I T' . I - I / I A. . ,.".-I'll � � 1 � I I I :� 11 11 , , � I I ,. I * , i 1 I , � I o- f � I - ; I I _L_ ... I � I I . PANEL LENaFH I f I : 41 "I 4 , , I,, PNdl LENGTH 11 fff,fLEV A _' i: ON FrIt' 2) L I I i I I I ,L* mlF. 1� " : I PANIEt, LENGIH 0 . j (SEE ELEVATION � I I I , . I'll, - I ,- 1AN L LENGTH I .0 I 11 4 I I I (ME ELEVATION a I I I ON SHITI 12) if 1� (SEE ELEVATION . 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IT __ �_ - �, - , , ; I L rE C O... %- ON _____­___ __ \ GLOBAL PROTECT" PRODUCTS, LLC. "" I 2 FOR NEW WOOD FRAME CONSIRUCTIO4. WOOD , % I. STATE � � - . .. . ... ^ 1. 1� -, .. Ait O Ft I) %.J- 11 \ MIT. 19tommmot tow MOD It * 61 STW-V It,, MIAJT fM a ANY _.. -VIIIII ---'I... WHIE. FIL. 3"Ifeut".G., __­______________._______.__ MEMBERS TO BE SOUTHERN PINE No 2. W, SPECIFIC DENSITY OF 0.55 OR EQUAL. . . �__ _. ---.---- , .... , .. ...". ... " . � - hI 'Am /oATE I 046 - - - I-=- _=�r, " L ­_ CA 0000719 Wev TTA A Min . p r - I Ill,, If ­q, ", 20 -175 ILHOIC UNIF )on-7D14, 1. I - r __ ommND � ` - F--;;w-,,. I. - , I I ,��_,, �T= I I I MAXIMUM A.S.0, DESIGN PRESSURE R ING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL J-) INSTALLATIONS INTO CONCRETE A CONCREJE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I FHRU 6, ON SHEETS 4 & 5) MAX A.S 0. 001MUM ANCHORS SPACING FOR MIN E.D. 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I DO SPACINGS ONE VALID WHEN IF r - S ' USED - W" SPAM gIS 1#1_� y 1.1 DESIGN LOAM & MAX PAWL __ ____ _____ I ffm J&aLLJj & A.S.D. DEMON LOAD MIAX1lMUM PANEL LENGTH 40 RISE OR LESS 6. -a. > 40 PSF TO 50 RISE --- W- 2' I > 50 PSF TO 60 PSF - 5,_10, 6 MAX. PANEL LENGTHS ARE ONI�Y VAUD FOR INSTALLATIONS , - VA 010.01 ........ Ill SOLJD SET ANCHORS & W1 " SPACER AT 12 1/2 O.C, A I'141 N All, r/ li�--:._. /? 4 ,* , k4, _ #...-I'�r-Ems;%!1� % FLORIDA BUILDING CODE (Nor `,;,oT,` "Llm - 0.44167 1- --z I : * . : i *.*9 - _. . : _: I, -$ I %. TATE OF - __­ - - _. _ S _, I / 11LIECO... - � OV,-- .-.'Zo in , ,��,, -, �2,- clKyNcEftew, , , , - ___1 * . -, ­ . - ,"N'== -I-,' Zn sI,2'�'.- - ,�, 1) Ill aI -_ r / I e .e.j p = " 2 = - :s. .A_1 CE, G C2 .= = - = - 6 r- C= C, _E H., m . - it - - L, 11 .L - I= - _ C14 -,-- 4n I, C= cc Hlx - :r _T Go, 0 C14 �:e . �w = - C= - .5 W > = E = w CD - ­E = L) -- - 3:- B:, m 1. = 3 " - = C= :t: Ok 2 ;;_ =,- CK .-a , -m r E .f n a U 8 / � I I., 24 GAGE GALVANIZED STEEL STORM PANEL Oke", w ____ IF/p/m .OBAL PROTECTION PRODUCTS, I.L.C. ,, FORD 11. 5Z011, "'I"t, ". I. 0-175 2 - t- Amm-it., ______"_1`H"` - (WHI ,., - _T - - . --W--- --r- D"" I - I _T7 I j� =­. , IT ,_ � - � _-�i��=� I . I _ I_Fi�� It ____.____ __ eHav 'a 0 F. MST&IA TION DETAILS - I FOR LIFE SA 1' INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURE 1/4-. T�CDN D I/ -0 TAINCON r 4 EXISTING POuREO I/It-0 TAPCON EkSTIK POURED '/"_- 'APC"N I ISTING POURED ANCHOR 0 9* OC =VOUR , OR ANCv+DR 0 9' 0 C CONCRETE OR ANCHOR 0 9* oc CONCRETE OR ANCHOR 0 OLC C=RIETC OR L,�, I , � CONCRETE DLDC�. RE"Er, �,i,� CONCRETE FLOCK REOLIRED �,_ , t, CONCRETE BILOCI, , REQUIRED 1, ' ' t ' � CONCRETE OLDCR 1` I � I I I , , ` . 3 I . I I . ;. r, , - ,. i t 't ,� 1 I , i f I RECURS) - I �': I . (�) : I -.1 ,I . , I 4 � I I I .. : , " , , -, (,4 I I , I 11 1 �_ .4, I , I I - - l 1��-, Ori, "Or I I - I -1 . L . - - 1� , I'll. 1/2 - 1 ,/4. �: _7 . , , I � .1 11 1,/4- ,:�� , m _,_��L_ -- r: .; , - �� 1/2 - L__ ,,/.* - - ­L!t I 112 ,,/, .� J(____. " , q I -_ . 11 VAX I � ­ I � MAI I � .. AMA .. "I - ­,"- I I , . .. ­_ ., i I 11, ED. : I., �' L l`l 'L . 1 Co. �,.: � , : I � 1. I IF . I ED- I . I 11 I I f I I 1 I , 1 1 , , , : ; 1 I . . 1 1 I ��/,, I . �� . I I", . I : 'L I; 11 , P/�� , , , " : I N � . L I . I I 1. I I . 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Al 9; - i - - IrE F , IN, I - '.�TALLATIONS UNt, VAI �: F7�',RWN,, I t "011 - .- �. IL�.�F WFLE, .` ­� - �fw " ,� " - ,, jf - I � I _11 171 A, A *1 ­'I'T 172, Flit �11 51�E­ 16) - *EZI/18, E71 W/ 18 TYPICAL ELEVATION FOR 5.ERIES 2000 E-Z HANG STORM PANEL � . I 11 At i .�, " ", - I , ? ", . �­ r'C NP ,, FFI - . . - ,/�Il../ .- 77 77 . WAX GAV .. AI �_e,� 777*7 7 \ 7'77 ,,, ,�, .11 7'\ / \ Z/ � ",. I " I I SECTION A -A ...... I .... ........ N �I '-All 1,1`,L"�!' � - "', ?, . , �/;'% 1�. , . I . .? -, - N . .� FLORIDA BUILDING CODE -(Non Hlih Vol-tz Ell -I Zo,, - ___ - - 1. - z . z . t) 441 67 � I ; ­1 ILI" 11. 24 CAGE I - z - . q- 'ATt 0� ' - : : * . � .16-cm * , � G * S _-_ - � , Vw t --p �_ A., , - __ , .1/11/n. , -11 TION PRODUCTS, LLC.1 I. ­ "I LIE M. I " - �C. , ��,,P-,. - �� r, "I , � I , . g. " - 12-,-, i7�-'t".._­ - I., t. .1-P I - - .. - 11 .1 _­�.2-1=1_9111" A� , - " - III.r ��, I " - 1.1--7111 , I .., , - , . . I � 11, "... I 'if- -,V-- N Ut - "" "'; , , - __ -, - �,_ ,1�111 . 11. . _,_ .,HP, * 7: �17__l F_ - ; --- ".-4 �`T_ .F 4� �;M�� I lY - , __ ___ __.______.______.____. __.. -...- __ .-,-"-- __ _ ____ ____ . _'. - __ , . ,,, _ - - , 1�11., , ,�Ae .. rIN -1 I , Al IF IF,11JALF 1� , 1'�', t" . _7 __ ­ __,_ ________f7_J " SIM L- -,j r _-,; I,j f-_ [� 1 41 ,"i (,..-; qRft,f7^ EIRIFFIGINEER111141113 EXPRESS .1 PRODUCT EVALUATION REPORT Septeribei 15, 2020 Application Number 17889 1 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Marrufactuirri Address 1540 Donna Road Vilest Palm Beach FL 33409 Product Name & Dese-tiption 24go GaRainized Steel Slarm Panels Large Missile Impact Resistant Scope of Evaluation: This Pfodutcl Evaluation Report is being isslold in accordance with the requiremenis of the Florida Department of SLonen and Professionall Regulation (Florida Building Commission) Rule Chapter 6IG20*3 005. F A C. for starlininde acceptance pet Method I(d) The product noted above has been litellod oni evaluated as summanzed heroin to show compliance with the Florida Bmilding Code Seventh Edition (2020) and is, fall the purpose intended, at least equivalent to that required by the Code I.alustron of this Product shall be required following pertinent Fionds Building Code rnudifficalions or revisions Substantiating Data: IF PRODUCT EVALUA ON DOCUMENTS u drawing $20 31543 iffied'Pl4go Galvanized Steal Sturm Panels (HVHZ & Non-HIFFF shoots 1 5 Exopailed by Engineering Express. signed A sealed by Frank Bermardo. P E is an Integral pail of this Evaluation Report . TEST REPORTS Undomi static structural performance has been tested in accoidance with TAS 202 lost standards Per test reptill(s) OBT-ASG 117 001 by BlacicwfAet Testing hic Large misalle, impact resistance and cyclic josding perforniance has been laistild Ili accardaru:e with TAS 201 and TAS 203 test slanclaids per test report(*) OBT-ASG-17-001 by Biackwater Testing Inc . STRUCTURAL ENT134NEERING CALCULATIONS Structural engineering Calculations; have been prepared whicli evakarle the product based on comparative and/of Fallonall analysis to quality the following design rntena I Marimuni Allowable Spam 2 Minnintim Allowable Spans 3 lAnimurn Glass Separation 4 Anchor Spacing 160 SW I47'" AVENUE SUITE 106, DEERFIELD BEACH. FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMIPEI IN11"I cE�Patss.com ENGI ME I P l"Oft"PPEss cc. il�_ ,� 1:1 _�,-14 I. z_-.S.OQ?_1F41XCL I I ri,,�,,,_, �;, , I" W ­_ , "" , ,��. L FIT-- ;:`F__"F,,'__., - �4,,X , 1�) I I - -i". �'_ -1 10 11 �. - I I-W t ... ­ . 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" I I I ­1 11 . ­,,�� I'M 11-1 0`i��.Al 11:1 MWOW I- r,,j fl', I NJ E I- F - I I ",� F� wk Page 2 of 2 0 Amcnear, Shutter, and (ilass - 24ga GAkanittud Steel SI.I-In Panel, No 33% inaefte in allowable stress has been used in the design al this product Separation from glazing Is not required for installations outsKle of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test repporl(s), and al accounted for in the Engineering design of this product Wind Load Resistance Th; product has been designed to leftist wind loals as indicated in the span schedule(s) on the rm�Zvo Product Evolush � an Document (I a engineering drawing) Installation This product Shall be installed in Strict compliance with its respective Product Evaluation Document it a engineering dravorrill) along with all components noted therein Product components shall be of the material specified in that Product s respective Product Evaluation Document (I a engineering drawing) Limitations & Conditions of Use: us* of this product shall be in site accofdonce with the respective Product Evaluation Document (I IF engineering drawing) n noted herein All supporting host strucluies Shall be designed To (out%[ all superimposed triads and shall be of a malosial listed in this producl's respective anchor schedule Host structure conditions which are not accounted for in JIM produ 's respective anchor sche.dule shall be designed for on a stile-spectfic basis by a registered piraZwonalcanginear All components which are pairmantintly multallied shall be protected against corrorsain corthimunabon and other such clarriage at all thmis, This product has been designed for use within and outside file High Velocity Hurricane Zone (HVHZ) RespecifUlIN. I � .r _', " - _- . ,--.:-.-.-. " � * - ? . 1_­�_- T� ._�71' �,� I AIII!Fl,_N� ,t,, . �rarik Berinjudo, PY. ENGINEERING EXPRESSA 4IT0046S4IT, 1 ('ell ,%illfi 11884 160 SW ILI— AvENuE SitTr 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354 0660 1 (666) 396 9999 TtA.IOENGINEfRINGE�FRCSS CON FNr.IhFFAINGfx,RF�S ,am ;-A Y-Fillur,U, " - I P-1-1. ... 4. , :1 �!'­_- � , - -'.- ___Ie "" I' .. � I IIMII�111 �F, �. ',4 Ic 11, , . .;�., I ­ ,.- 11 . . ;; - . A ; 11 �� : tin . ILI I 9 ; ,,,I- 0 A, I R .- I I I III 71 1 1 ­ ­­_L.,__L, -.fj ; - . 1. - - _� _� _L­_,1_ . 7 . I", )i; , , axi j - ­,_ � -11 IF ­­, vig Fu � 1:1. - F��­_ ..-,I ­T 11 sou , "I. "., - .0 Jk '41 " t -k- 'Cl \ li, � -_ 0 �, -1 I En :'N �l 4 ' ' - �, � __ - _f�,L_j � t. . - , " -:,I � -a :1 , � � ,� L - 0 -1 - . lZ I "u", " :�f� H ,2- - �1­1.1 _­11- / / :�­ - , -.1 __-.1 11 V � f � A, , �� N,� . - � -1 / .." - . 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CONCRETE E-Z HANG STORM PANEL BLOCK AND WQOD STRUCIURES -,-----. __ - - ______ _.________ IJ � . i' �____ --- EXISTING POURED CONCRETE OR - ! I � 4'* TAIFFCCIN CONCRETE BLOCK ­ . ANCHOR 0 12' C C. ?�.`Y� REWIRED I - �� . I - , �", 14, . (11) �_._ _T � .1 ...! i -1 1I : - 1/4- A TAPCON I - #14FI HEX HIM TTK AI HEADIL I I , - I . -, 014,1* HEX HEAD IEN I I ANCHOR 0 12' 0 C I ,iL , � SCREW Off FRO. 1_� EDGE 0, ,,r.1 . . REWIRED I I r � SCREW 0 E%F OF 41' 110, �i I i . "I I , I I : . 1 .ktzqb� � 7 F_ I , I g Ci�& j-1 _�­45--37 i 1, L_ - g ,�i " I 9D Ell - ' - I ` * , r - ; 2 I � ,, I : I El , , I .IN I '. II , , 1;` I t-:� �-�-, I----- --; - ! ; ,/,. I r� ; I 4 'J.'A__,' [ � � I I I ,/.*. N". 11 ! '. OVAIS 0 4 � I 11 ­ S S -11 .A � 0. ,/.* PC "I :: 4 EA Attu OF I . . . ", � ; 1/2, ,,, - -, ": I I/"- IF r SEP ATIO. : To TU EXIST = I 1 3/,6-. 1 1 I If I - Am - MATION 1 XIS I tl�x SEP : , - 3 - I _=RUM I.LASSNI AILIV LIA POl' ri.Ass IF 70 FILM , Por, I 0 1 ili. � 1. I FIVE; __ I � LL f! FAN,I �_ � F. , A " , - _. I , I 5-0, 11 I I X � ,I I I . I - ; I 6,_O_ �,..-;P�r ; I ALAX I �,o � I .1 I I F-AAFF ,F.GT. * I � " ; I "",� 11. 31�- 0 .1 r I MA. - I I , PANEL LENC- AP 1P`!j!` ; I �, " 4 1 � I I I , " I I " , i'l I , � I : I- .1. I i 1­ SLPARATIOl' ; , , 4 A I , Min "In : � '­ I I ,/.,0-20.2, I 1: 70 GLASS : . I� 1,; 56% S FDA IT- SEPARATION In � A 'n GLASS - I .,a ; THUMBSCREW "o ?J. - I It ' � I C !/A'*- 204 OF ^L' I THUMBSCREW 11 .1 - a : I Oil ' ' ' ; ' 11 !- A - -. � . ; I I . I ' i ' : I- __. I - -, _. I F� 1, , "'. --I- , , . tv I :, . -A I __ , , . ", . ANA PEXtSTING , To I I . ! .-I Aitfi=,� -, � "I'll i --;i:41 ED _ 1.1/12 J, - . `,-) I I . 1/2 i I ___ , , - ' . � � e , , � r - ' � � I �_ I �'Ill 1AFTON ANCHOR , / " I I I I I .- � . 0 " 0 Fir 7/4-0 TAR7CON D ,� IRI POURED i - I_ .4; IFFOOD .1 IF , . ., ILINKFICIP 0 12' Cc '. '. ,.0 . CONCRETE OR �, �. ,IAI � .. �'. CONCRETE BLOCK I I � . � 0 EOUIRM WALL MOUNTING REWIRED WALL MOUNTING SECTION EZ I SCALF 3/8-1- ALTERNATIVE LZIN SCALE 3/8-l' '01, - 11;F!7 .1 .11 ."j?, P, .. - - - II; ;111 . , �­ .. .. 11�� ,_�r, E . 1 NOTES, , 1:' MIN. PANEL LE4,ll S - :, I is SHAA I BE 2 -6" = , . , : .. i� FLORIDA BUILDING COOL (Non High Velocity NLr ;Caprr 20MA 0.441 -, t D . NIF : * 1 * TIM "IMA. - I 24 GAGE GALVANIZED STEEL S70RU PANEL , , �NLAA I, (.Sir I -NSIALLAT?ON ARE ONL Y VAL TO FOP ill" A S. D D 'N PRESSURE RATING ./'- 40.0 p 9 I AND 6 . -0" M" PAN EL LENGTH = * t � I S_ 1;. � -, .. '_ O� I . ", ()� __ . _ STAT� 0,� - :_ � - 1"'I _' 11 � _" (0�1'0 i ; F�, I ' 11 "' IILIECOPIOC "', .I ------ GLOBAL PROTECTION PRODUCT! . LLC. S - -­­ .1/11/I.,A _ -.-- FOR NEW il FRAME CONSIRUCTION WOOD EAIEMSEP�, 10 BE SOIJTHfRN PINE No 2. W/ SPECIFIC .1 "I :r e ". O'.�,W_ . . It-,0I �2. I ,_ . , ,�4 81Q, ' ��'f , ll AIL � LAIL 16 143I IF ENGINEERING, COFFAM"AH" - -11 - J " " . ;. - Z. - F= � .1'. - ___ -l'.P.11, A .- t-FAM, -A 1.", r-IMA. .11, 20- 175 DENSITY OF 0 55 OR f QUAL _ . � r� �A­119 - - � ILII I, I- r ,_P :��_ - M-1 :� FFWITE!T���, _,I , ____ - __ ";o� _ FF _FF7 I . I I _ ANTE! A FIF in - ___ - ------------ - � . ....... ____ I - - , - __ __ _ - ' ALL AMERICAN SHU17ERS AND GLASS f24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � %, - ---?/ WIDTH UNLIMML1 - C . - (PEP.P. I , PANEL,,PANi RPMOLPIT (CONN, TIR TIRE 16 REQ D) SECTIONS OFTIONAT. 4'-20 STITCH - BOLT$ WITH WASHERED WINGNUIS FA,'TENED 0 T_ 'I'VERLAPS 0 MIDSPAN WSE ,�� - I APPROFMATE SPAN TABLE) 8 1 ? 6,1 � , . 0 � 9 4 0. "N VI EVe 8 I- .__ . . - - - - - 7 ' �' �� Ed " I In Z - E2 ,� � I t � - _,_ - - r- R0,1561 L I I I - , " , I - F . 1, . , - HL)TTOM M iL - I, I 1� i (CONN TY ��J , ( L REQ'D) I R0.3,it'' IL MAY BE A I I -___-,, -�,,� I'D "" lit""I"N TYPICAL VERTICAL MOUNT ELEVATION ILFFN�lFlfl� N I S. ELEVATION TOP MCAUNT L"'A" (C IN ,RE-\ 'IFAN ABOVE "I RfQ'D) I I- . , I BOTTOM I -55 TFI !� __ F7 PET ! (CONN TYPE � 2o 7 , g� fAS REQ'D) - __ - AH _ _ CBSTRUCTICIN " 0 I . I -- I- jl�wn - - � ] - (LOCATION MAV VARY) � V F, i� 1, " TOP MOU ­ 'CIFECTIAN TLY'E L ffl__.._,] � �� AS P rQ OF BOMWA MOUNT �CONN:7_ � LIALK nPe Al RECLO� (SPAIN BELOW - OBSTRUCTION) rA"I�Ei-IZA-Y BE NOI 11 All REQUIRED, OPTIONAL W-21D S'MCH uEGIVIDED % C111% AND BO I "Al CC1NNFCTl LTS WITH WASHERED ANCHOR& ARE USED WHIaISA WING NUTS FASTENED 0 SE " :�S,!j OVERLAPS 9 MIUSPAN (USE E � VIRIATE SPANTABLE) VERTICAL MOUNT ELEVATION /"`2� (NOTCHED PANELS) %,,.V N145' ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS ! MIN-W �VNFA PANI 4S'ARATI, IN - I l,l - �`,� IIIVII,', WFINTIL1111 A 11 11 IIAI I Al 11 I I ILI ATAIFINFLINI i Al 1, AAFILI I I'All A IIII INt#A- IA III �.Ffl ATT 4 ,0k5L.N M�..,Orlf ,,,, \PAN II ­...I I i fIIAN "I ,I 6­01 "'All W PHIL ,I F-1-ot �, NI . I ,11 11 ... I ` "" ' - . , " " -1 )!, - . I ,'I 11 "I I "IS',r, � � It'll :1 IF, I To DIN i I U­ .� 16 ,, I � 41, �'l 11 ty, ,I � K." " W "" I : :u f. I .,I e 16, I �s I IN, G',, ! 6 ue ,,, � I , " -� I I .1 �.N I 6m, ,, 2 "., ." 11 . sis ... i lj 11 IN - , 1, - - ./ 1, " A ,,, I ll I.- - 2 NO �:: . -, 7.1 . , 27 I- - ] I .. , 14.1 __ - 1. � Lu­I :)IJAN bLHtL)I NU I tb: I ENTER SPAN SCHEDULES WITHNEGAIIVE OF -SIGN 4 OAD & PANEL FASTENER SPACIRC TO DETERMl'.4EMAYISU�IALiOWARIESTOOMPANF� FIPAN S(Ffout F 10 ACCEPTABLE FOR USE Willi rOSET IVE LOADS LESS THAN OR EQUAL TO NECA FIVE DESIGN t1NI 2 'PANE, FAS-TtNEPS ARE �TEOS ()SED IN CON)UNC-I WITH ALI MOUNTING EXTJIFd'IONS F'r TRALX STUDE)ED AFJ ETC I USE I, Z5 0 C PAIREL FASTENER SPACING TABLE VALuFS FOP ALL H'- AND 'U' irADFPS LINCLUCIPTIN BUILD Oltl co" 1,17 TONS) 3 U14EAR INTERPOLATION 13LTWI IN I IS ACCEPTABLE. OTHFRWFS( IJ1,F NEXT FiNG-E. WAU I ENTER SPAN SCHEDILF Win, POSITIVE DE5IrN LOAD To DETERMINE MIUM UM JuLLOWASHLE SEPAAArION FROM THE OFFENIPIC, TO Of PRCTF<_tFIl � SCHEDULE IS IFE-WITTED FOPF USE Willi POST IFIVE LOADS ONL f I rl� RPC. ATION FIETWEEN I.OADS IS, ACCEPTABLE OIEWFIMSE LISE NEkT -115FIE9 t 'AL I Fop INtI,rAI ION5 OUTSIDE OF THE HVHZ AND OUTSIDE OF r55ENT IAl F ALILDIES IN ASTIA iV;Nn ZONE 51 THROUGH $ 'HE QLASS SEPARATION _ A ,( HFDULE ll� NO' REQUIPEV NE NO FANIMUM SEPAPATIO FROM THE PACITECTED 01I tS RE-QUIp ED go: NVNI, A . w4lYr-.1�149.-. __1 , I .11 Ly .. '�T --' � � ___ _____ " ' ,d, �... Nil, MAXIMUM ALLOWABLE .,Z__.. . . IlltI.. DESIGN PRESSURES: �'�J�;�-F"*"Pr , 11 ,_ ,__1 - � _l­ W5,11:'011y 1�1.1_ I AS NOTED IN DESIGN� DESIGN NOTES: SCHEDULE5 � 2 7 POSITIVE AND MEGA NV�,DF_' FFIGN PRESSURP CALCULATED WITH 5Y � FOR USE THIS Ell SHALL BE DE I RMINFO PER . I AL 1I IF Pit 5 St FIAEIIAT NCG.I 0?1�10]lICE, J TEI 11 "I i ,,, IM I "141' I St el � . "� 11PAUZi I I ER .r C-HAPI . M�W A.. j� � 1609 OF THE FLORIDA BUILDING CODE SHALL BE LE6.6 THAN 161 I � ; I 'A UAL TO THE POSITIVE OR NEGATIVE DESIGN PMURP CAPACITY VALUES LISrED HEREIN FDA AN, I �-. I ASSF.M811 AS SHOWN � li- ill GENERAL NOTES: I 1 �:5& i "D IRIS 511C 11011 � BEEN CH, P1310,C) AND SMALL BE FABRICATED IN 0, AF 0, FI OAPHi, WRA ,HE,, . It FF."N&TS OR THE FLORIDA BUILDING CODE F R LISS INSIDE AMID OUTSIDE CRY THE HuH2 PER .YSMmHI EDITION I, 11 � a JMMJ it 20E, 20? AND 01 I IT PROrO(OLS. CONTKAC FOR SHALL INVESTIGATE NI, I NO 113-1/3% INCREA';E IN ALLOWABLE 11TRISS HAS IIIHIN UI 'HE &II&IGN OF TRIP EYSTEM� �5 1. THE ARCHITIECTIENGINEEIR OP RECORD FOR THE PROJECT SUPERSTRUCTURE WrPHI WHICH THIS DESIG14 IS USED SHALL BE Respolismtr LD FORTHE INTEGRITY OF ALL SUPPORTING 61.11FACESTO THIS DESIC41 WHICH 0 n tHALL BE CODRDINATED BY T" E PERRI ITING CONTRAC TOP, Se A -Al IM-SPVCIIICI.-C.C.azlletli.e.��not 11, � I Illulpful t ORDER To DEVIATE FROM LOAM DEFLECTIONS, OR SPANS mlirrolf ED HEREIN. (ONTACTT"" ENGINEER FOR ALITTILHATE S-N IALCULATIONS AS "Al 10 A 'I'D g x Q AS � e rFI ,I- "" 10 HINEIM is GeReFFIC AHO DOCS FICT Moul- ' AD ASPECIFIC SM. MR brile COND11TIOUS DIFFERENT MOM FORMATION 0 � P, LU 9 - 4 .18 Itil CONDITIONS DITA16ED HII A LICINISID SPIGMEKOR _IERED FACHTECt SHAILLPRePARE 511`1 SPECIFIC DOCUMENTS 'OR ISC IN , f � I I IIIUNCTFON WITH lHat CICK.-Cril DES: IN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 'I%$ P SURIls DIVIDED BY A 14 SAFETY FACTOR, 3 I I ;'w 3i I I I Cis I 'Or.,PLwL,s',A�;'okM.'ro"osrmX-L".EcAcAr'.R.'.AZlk,c,.-.A�o' NTAWM`00"' r a t_R i i � I CURROSION.,A451STANT MATERIAL AND SHALL COMPLY ill TH '5ASP1L01(F1AAI`(i at M 1 I 3SYTHEALUNI "UN INT,, A A V AMUCAtia FEDERAL. STATE, ANClOR LOCAL CODES ACE U i - h' a ALL STORM PAPHILS �MALI_ ME 24GFk SICN. LIM) 024- R 1 S CAN PANE" SHALL CONFORM 10 ASTIR M51 GYR-URAL QUILOTY STMI MOC VAf4lZtLCOA�GWIIHAM3NlMUMPY�8INSI U1.1 I 30 RU. ALUMINUM IXTRUISION55HAI.I.11154,1163-16 ALUMINUM ALLOY X: UNLESS NOTED MIFFlimif, I I roassionoMOCTAILsSiow MANSIFIVIFERCHANOCDA-CLO Fat COMOITIONS Dt TATE. PANELS MAY BE NOUN TED VERTTCALL), I HORIZONTAILLIF AS APPLICABLE. I� CMCMTEMCtIDR%NQ�FOHERFIN�.HAL.LSUEMEWDLPTO ZJ I I NON . -CRACKED CONCKEIE DILL . INSTALI ALL <ONCKETE ANCHOR& PER M AM UFACTURERS RECOMMENOATION5, 3 3, THE CONTRACTOR M RESPONSIBLE TO INSULATE OR PAOTCC MEMaEP.I� FRO" DISSIMILAR MAI TO PREVE14T ELF!"ROXIISALL I I � fil I 14 FINIGINIIIERSFAI-AFFOXEDYIE ElOvAlADATESSTRIAIURALDESIUNAG . SHOWN ON,V '6'. OF THIS SPECIFICATION 91 IONTKACTOPL it. .1. I _ 11CFENNIFICS IS 6A VS HARMILESS THIS MINGINIM FOX ALL Cost a WAA es 12 a 1; I INCLUDING LEGAL FEEL & APPCI rfff. NESULTiNG rNom MATERIAL FABfUCATtON,SY�TEMfReCTION,6(ONSTRVMONPRAMICE68EYO110 THAI I I I I 01 1-Cm U, CALLED FOR BYLOCAL, STATE, A FEMPAL CI MOM am 0.5 .1 TH). PLAN. IT 11 IS. I%CEPTASPXPAMLVPROVICfDHrAelft,NCADDMUAl. LEPTIFFICALT FISOPAFFIRIMATIONSAR(INTIFILDED 1! I A ALT11MI-00II PEDITIONS OFTEFTMER MARK14GS TO THIS �UMW ARC NOT PEPEUTTED At 0 FINALLOATIC THIS CeRTIFICATION I I I'. "I ILLS SHALL BE PERMANENTLY 1AULCOY"IT"AFFUNIMUM .M EVERY 2,11 Fell CONTAINING THE POLLOV, ,MGM FOPMATIONFF (1) LAVEL I I 111 ALL AllfWA4 SHUTTERS Ail D I LAS5 it I WEST PALM ft ACH, ILL rAs Ili. I o6EI02 Ill TAS 201 1 11� 111 1111, I Pt CNI PRODUCT AMILLOVAL NORMER 11 �t--F--Mt% � .- -_ � 20-31543 VISIT E-CALC.10131643 RN10iff I I , lofflai A . lt�.?��.In: : C,,.A,T : I 11 ______ 7 .L ". r - - _- I ", """ �­­ ­­­ SA J Nal . ._,.__.._FFF%Ml;r.F2 1 L-F.I MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT I t , 1, 17 I 41 ! 11 f i ' & I R� - - , � f � ' c t ' p � I Ti;. Al , �. R! �- ,I 11 .', I III I lil �, ' 2 3 ,_ � I., . t, . 1, . � � . of i - I � � ' p � E ,H"HI cr T !tl, 2!r 5�. I -IL I 'y 24* ' - ' I J11-33' __ _ ____ fluirroul -UL HFI 0 OI --P:- TO __ I)" .2 2." _;L LS _2z- zz- -7 F IF -T if _�, -, i- 11111 � ?.5 a ,Lr M.... 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I 1, V ; e , S', I I HIP 4 .1-1111-IFFINI . �A. , :>I/ 25" MAW - - 41.5r, � 1 C '- _' - _M�' , , , ,_ -, , - . ]V :�' .L., I 1. �. " " , 0) ..F'!.tL' .Fit'_'�i­­­­­_ A -.-r'L�111tL_'A_// , - F'� -1 5W m2l 1 '­,_ *_ " 'I � , '. , ,�' , - - r =�� ' I -'� L'�'. ME , I \� � �4� I., I � 'Ll. I 7__=_1 - - LF-­ - 1.500" - 1-1111, -1 .1 . E 0 1 1 1 X - ­ �­ . � - ,t ­ ILL 11 �. F.'", :11 MIN .A, .- lt -,�' .1 I "I. A, ­11" L�,_t,._­­ � - ­111: `:!"ll I , ., 1� , ;_,il,%,�­ l" 11,1 � I- # - IL - -_ ,___ . - � . ". - "11�;Z'1'11!�.,:­ ` .. 0 I-FAIEFF k PEII 1:3ED L:: " , " '­ 1­11­.,._1�1-1 9 , L *]=M,.P`� ., t, " 0� _ _ 11-11114 i I I I I I . �"WIIT (71111�111D"� I I .0 i I offil I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS PANEL FASTENE 45 it 12 5' 11 C 2.5" 111DIGIF. I)LSTANICP � � MEATE �s. SPAN UP to P", SPAN VIM IF.F PPOIN or To H, -I." CONN TYP OIL (2 C3 CA V"N TYP cl C2 CJ CA My" TYPE ( I C� �J CA � P 11 p.e."K. 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[I, I . __ __ . 4 7' 4 I"',. _'. ­ ­47 ANCHOR NOTES: I ;ANCHOR ,01FOUIUF APPI TES TO ALL PROCI CIEFTTFI�D HEREIN, BUT ONLl PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAAIMUIM ALLOWABLE SPANS AND PRI INDICATED IN SPAN SCHEDULf SHALL APPLY z 5NIFRANCHI SCHEQFUILE� BASCOM PANEL FASTENER SPACING, THE EXISTING STRUCTURE t%TERIAl.,SANCHCFRTlII SELEf--TMIGNLt3AUrREAT5R�NORFQiJALTt:INF�ATIVEOEST�N LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSR." CONNECTION TYPE BASED ON APPROPRIATE MIN WING CONDI I [CA (SEE MOUNI Ific DETIOLS ON I "PAWL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F'-rqAFCK,STUDt-EOAPKiLE, ETC) C&EF`F2S'OC PANE L rASTE NCR SPACING TAISLE VALUES FOR ALL"H' 'kNC"U'HEAC-ERS(INCIUDINGBUILCOUT�:ONDrTll)N$) 4 ANCHaqSGIIAI�L8E]NSTA�EDINAa[DKDAt4LEWrTHMANUFAC.7tlRtR5'REr�OMMENDATIC>NS. 5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIR C90 EPLOCK 6. MINIMUM FMEIPDMF.NT EFIALL Of AS NOTED IN ANCHOOSCHEDULE, 7 MIN] MUM 1514NEDNENT AND EDGE 0157ANCE EXCLUDES SIUCCO, FOAM, INFUrk, AND OTHER WAU FINISHES WALL FINISHES SHALL BE LJME7IE0 TO JLNV MIA), 09. SHALL RE VERJFIECl By 01 HER56 10 E S. CONCRE1 E ANDICIPS NOT ED HERE Ili SPA H. BEE HSI. DDIFD TO UN -CRACFJED CONCREFTE ONLY 9. WHERE fin STING S rRUCTURE IS WOOD FqAWNG, EXIST] NG CONDITIONS, MAY VARY. n ELD VEPUFN THAT FAS7eNI!M ARE INTO ADEQUATE WOW FRAMING MEMBERS, NOT PLYWOOD FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 10 WHERE ANCHORS FASTEN TO NARTROW FACE OF SILID FRAMING. FASTENER SHALL BE LOCATED IN C�Nr EFLOF NOMINAL 2� K 4- (1,11I WOOD STUD ED(;E DISTANCE IS ACCEPTABLE FOR WOOD FRAMITI WOW STUD SHALL BE '-SOUTHERN Pl�,�,' G-O 55 Oil GRIAIEFF DENSITY, TAG SCREW SHALL HAVE PHILLIPS PAN HEAD GTE HEY HEAD. I I REMOVABLE APICHCHIS ARE CIFEWALT PANEUMATE, ALL,POINIS SOLIMET & BRA55 BUSHING 12 MACHINE 5-REWS SHALL HAVE If" MINIMUM ENGAGEMENT- OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EIIWP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SJOEIVALK SOLT) J NVO 13, MFNIMVJA EMBEDMENT AND EDGE DISTANCE EXCLUDES 51TI)COO OR OT14ER AFAU FINISHES �4 atia DESIGNATES ANCHOR CONDITIONS WHICH AlIF N07 ACCEPTABLE USES 5 * D EVICT MOUNIING CON0171ONS t6 U NEAR INTERPOLATION 15 NII PERMIM EC FOR UW WITH THE FINCHOFF SCHIELIULE!S _11STED ON THIS S HEET �� ,"AI 11""I " IIIIIIII.-A, - , � � __ _.,� __ '? � � I -, 0, , . . " I 6t; A . I Fil P, a .il I H>wv - I P 1.Z I I I III - . I Ail I ,10 am 1 �'; � ais 'I I , - in � - 0 i Z " < � I - %e 1� I I � 11 2 oil = T V) I r, :? 61 I R 8 t, � I E I rE if :J < If rAi-D �0) Cn 8 " (D (D .2 1 8 _4__J CIO =3 CC > 0 L- C/) CL 21 < QD _4__AIl 0 C = -0 CIO 0 L_ 0- 0 a) 0 L. Cn M L. M =3 LL1 � < ;� Z < I _J a - SHEET NO. SH 1.5�