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Home My WebLink About36507 Well Hill Way1 7 1 i 1 1 i 1 I , , INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 SN SN1 S3 LINTEL PLAN & DETAILS STRUCTURAL NOTES - DETAILS DETAILS ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. AC or A/C Above Air -Conditioner FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAD or Rad. RAG or Rag. Radius Return Air Grill S4 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed T S5 DETAILS AFF or A.F.F. AHU orA.H.U. Above Finished Floor Air Handler Unit FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator S6 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing ST STAIR DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required__ - BF Bifold Door FTG or Ftg. Footing RM or Rm. Room SS RETROFIT DETAILS BK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL Fixed Glass GALV or Galv. Galvanized RND or Rnd. RO or R.O. Round Rough Opening D1 SECTIONS &DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf D2 SECTIONS & DETAILS BM or Bm. BOT or Bot. Beam Bottom GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss SC SD or SD. Solid Core Smoke Detector WP - - - WATERPROOFING DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves - -- C Carpet HC Hollow Core SHT Sheet PA1.1 PRODUCT APPROVAL NUMBERS CAB Cabinet HDRorHdr. Header SHWRorShwr. Shower PA1.2 I PRODUCT APPROVAL NUMBERS 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 ------------------ PA1.3 PRODUCT APPROVAL NUMBERS CLG or Clg. CMU Ceiling Concrete Masonry Unit HORIZ Horizontal HS Hard Surface (flooring) SPF or S.P.F. SQ FT or SF or S.F. Spruce Pine Fir Square Foot (feet) — ,— — SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL - - COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square , — _ — SH1.1 I HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage -- COMM or Comm. Community INTorInt. Interior SW or S.W. Shear Wall SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN, Connection KS or K.S. Knee Space TB Towel Bar - - - ----. CONTorCont. CSMT CT or C.T. Continuous Casement Ceramic Tile LAUNorLaun. Laundry LAVorLay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. THIKN or Thik'n. TOB or T.O.B. Tempered Thicken Top of Block i 1 I 1 1 SH1.4 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry U U DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAX or Max, Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring 1:71E] DEC or Dec. DED or Ded. Decorative Dedicated (outlet) MC Medicine Cabinet MFR or Mfr. Manufacturer TRANS WDW or Trans. TYP or Typ. Transom Window Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter -_ DISP or Disp. DIST or Dist. Disposal Distance MIN or Min Minimum MIR or Mir. Mirror LINO UNO or U.N.O. Under Cabinet Lighting Unless Noted Otherwise E71 - DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam -- - - - --- - - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. EA or Ea. ELEC or Elec. Dishwasher Each Electrical OPNGorOpn'g. Opening OPT or Opt, optional PC Pull Chain Worw W/orw/ WA or W.A. Washer With Wedge Anchor MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES ELEV or Elev. EQ Elevation Equal PED or Ped. Pedestal PH Phone WC or W/C or W.C. WD or Wd Water Closet (toilet) Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDW H DR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. EXTorExt. Expansion Exterior PL or P.L. Parallam PLF Pounds per linear foot WH or W.H. WIC or W.I.C. Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG FIN Fiberglass (Shower Pan) Finished PT or P.T. Pressure Treated PWorP.W. Pre -wire WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 04/25/12 1.00 NEW BASE PLAN 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 06/25/ 12 2.00 GRADE BEAM FOUNDATION the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 08/26/15 3.00 2015 NEW CODE UPDATE 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 03/06/ 18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. aPayments geemenWrllbemade inaccordance tothe terms ofthe 12/19/20 5.00 FBC 2020 CODE UPDATE 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 Im 1E 114 114 118H 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 Aix 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 1525 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. aw 0 ti � h o = a►- a > O .� *- r.- N � ,nr .c a.�r• N .N 55a��l?Etsr`y�j �� n �J ''Lai ,r '... j Al ;.• a La A-, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �_. W E I" o O M Q U �y O N � 0 EM O y co N N N W N M0M U) Y, � r J C O 3 v 6 J LL w �R Z LL LL p V LIB m 9 o a Y Zc � rn o y0 ' = m N O W ��pj6' m w W N co{ LLZ � NZ Q J Z O U U O W ❑❑ N t+J 0 0 o Z pip QNQ Q � Q — f1 N U) N � 11 M v I �6 = � U 0 a--+ N LL, - o J 0 LU p V) 0 w U � LL J _ s E z l' U o • Q m 6 CC> J w M M J N p z z Q � LL z ij oo > ry �o <� CL 8 wz oa cu o< o w0 o< v Co to ¢o �a WZ Cf.)_o G _ x Y .o O ¢ w Z a o � < oLL o J= -0 Mi o C w4 ao 0U zI¢ 3 ° O o l,n C:) m rn cc E2 N � co � T :3if Li -2 0 m N —LO N N LO CD O Ln r � r— °' w CM f o Z co Z 7 M E T c c d U J Q 0 J JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. C S c c KITCHEN O. BATH VARIES, 2" LESS THAN CABINETS BELOW T- MIRROR VARIES 0 0 CV O ih KITCHEN BATHROOM 2 FINISH PER FLOOR PLAN l# INTERIOR DETAILS SCALE: 1/4" = 1'-0" VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROB o - 24" TOWEL BAR TOWEL BAR CO w ON WALL ABOVE TOILET TOWEL BARF] TUB OR SHV $ o o- > 9 � ON BATHROOM WALL V i L MEDICINE CABINET VALVES TOILET SOAP PAPER cO DISH r HOLDER �f yy >> ED 02 CZ LL L2 o O % = % M O `n a CO AENTUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS Z a W EL x - w op _ z J U v DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY OPT. REF. 0 M 1� KITCHEN POWDER BATH 1'-4"X1'-4" "L" SHAPE CMU COLUMN - LANAI -8'-8" FLAT CLG. A.F.F. G T. I I I O I I I 1 6068 1 NOOK I 8'-8" FLAT CLG. TILE i - i 10 - 13 -2" - , - 10 _ 11 _ 6_0 2'-8" _ 2'-7: ,__ i - - - - 2x6WALL - - - ------' L - - -J i EREr D.W. ii 2068 L---� SINK w7 DISP - ■ I KITICREN - 8'4'FLAT CLG:, I 0i _ TILE ' S6 I� o i_ TYP. T z 2 STORY 2: # F 3 x4 2SP, STUB WI I I �� Lua USP,HTT16 U @BASE m0 FG1 TRUSS UND- RUS I f_---- I 1� 2 0 iR 3 - i_ II II ALT ( AC PAD 11 II II ■ --- - - - Il- t------J 3-2" 3'-4 PLUMBING LINE 4" TO SECOND FLOOR ■ W D - TP - 15'-0" HB O 35 SH 8 -8" FLAT CL F - F- A = TILE 2 68 PF. _ D I I I I S3 I I ■ 2868 j 115 114 113 112 11 EDGE OF SLAB ■11 2868 2" BEYOND S W WALL Q AC PAD DINING 8'-8" FLAT CLG. ■ CARPET o _ o - 11'-10" FAMILY 8'-8" FLAT CLG. CARPET F_ :;r 42" HIGH 1/2 WALL W/ 1x CAP 4'-8" 3'_l„ 4'-1" II II M S6 TYP. @ 2 STORY OU) A N I I I I I I I I I I I I lip OPENt 0 ABV. (3) 2x4 #2 SPF 16 15 14 13 12 1 1 ZS STUDS W/ USP -- - - - _ HTT16 @BASE FOYER - 8' 8' FLAT CLG W H.W C S3 S4 H2 C S3 b T ILE W T O cr 6'-4" T-10" 6-2"2 � -8 " 1 '-11 ` 4'-1"' - LU U BUILDER TO PROVIDE �- OD ■ -- ''■ W p m APPLIANCE PROTECTION NOTE: FINISHED WALLS ULWH N R RED PER FBC TO BE FLUSH FIELD 068 0 10 E EQUI 1 � VERIFY. o Q I - _ __ 64" x2Z" I _ ATTIC Q l ACCESS 1 I o Q -- ENTRY, -� 2 } c7 8'-8" FLAT CLG. LL W >LU AFF o G.T. A - - - - - - -iIF r------------ GARAGE --- - ---- 2'4" S3 TYP. @ i 8'-8" FLAT CLG. A.F.F. SINGLE I I STORY I I ■ I K I I S4 1 TYP. @ i HB I GARAGE I - q I I M ------------------------ - ---- i ■ 16070 OVERHEAD DOOR ■ ----------------------- H 1'-10" 16-0" 1'-10" 4'-8" 42" H UPPER 40 It 19'-8" 54" CABINETS 36" H UPPER 25'-0" CABINETS 16" FOR LINEN 30" H UPPER CABINETS 2" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36 H BASE O 0 O FINISHED CABINETS COUNTER TOP 30" H BASE 0i c0 LL CABINETS N o F 60 r 4 O i a0 io 2x FRAMING o o_ 1/2" GYP iv iv c7 BOARD FIN. FLR. FIN. FLR..-[ x P. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" EO N M r>ILO WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 21 S.H. 13 20X388 18 X37 S.H. 14 20X50a 184X50 S.H. 15 20 X 63 18 1 X 621 S.H. 16 20 X 72 18 J X 71 J S.H. 11-12 271/4X26 26X251 S.M. 11-13 271/4X388 26x378 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. i H5 27 J X 63 26 X 62 112 S.H. i H6 27 J X 72 26 X 71 112 S. H. 22 37 8 X 26 36 1 X 25 1/2 S.H. 23 37 J X 381 361 X 37 3/4 S.H. 24 37 J X 50.8 36 J X 50 S.H. 25 378X63 36"X621/2 S.H. 26 37 8 X 72 36 J X 71 112 S. H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 8 52 4 X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 - X 62 -1 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2 FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED -EXPOSURE"C" A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 FIRST FLOOR PLAN - B SCALE: t/4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills 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. WALL LEGEND MASONRY HGT. @ 8'-8" 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 FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N ^ �a W �5 0 n o cM.r -o m x LL n- N (a o N CV L E c m o a Cry u ti W C G] E � u 6�AA- O W N 1, I E .� ` 41/ S. CNN' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W AAK Q v E o O N U UJ N p C C " J # '�00 j 0 (n J toai- LU d - _ f. V a W c -, � a 1 C7 LL - rn 0 00 3 Z �Oc q O Lu 0 (2 M i W 02 Vi d m Z Z J co 0 0� O L V Z O U ❑❑❑ W z N M co N Q � a � N N N M z L.G �0 l/1 g N ws U A, I. r-- J E -L A . ti o w M o � LL. ;� o Z O W= } N Zo _ ro a E Mg �¢ 00 o� tO o <o � Z ww cn @ _S c <o ¢ O U mo ~, Or J ¢� � z 'S Cn o 3 T o 2 <� a N W m o <Y >° I < O -O > L ui CID T L0 Q �J O Lid -0 M O Ln LO T Q C) N LO r �' � r M o m � O Ln Z Z m E r E d U J Q (] J JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 1.1 #. d.3f9,aRrrsa�ae� STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 42" KNEE WALL WITH 1x8 CAP & CASING - 36" H. CONT. GRASPABLE RAILING lx8 CAP & CASING - (3) 2xl2 STRINGERS- MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS W/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS - CONNECT TC i15 i �4 i13 M i12 i j9 1 I(�(-10 ig I o l O ig STORAGE z7 UNDER STAIRS 6 1x TREAD 5 (TYP.) i4 1x RISERS IUD 3 00 (TYP.) 2 N 2x FRAMED 2x FRAMED WALL WALL 1 , 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. *�IN rIN CONT. HANDRAIL 42" KNEE WALL RETURN TO WITH 1x8 CAP & CASING 3/4" PLYWOOD WALL DETAIL _uf_ DECKING FLOOR SYSTEM SCALE: NTS TYP. STAIR SECTION 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 '% 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 vertical) from the sloped lane adjoining the tread nosing, or finish surface of 9 Y P P 1 9 9� 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. SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 1 D2 TYP. @ CONERS 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8'-0" FLAT CLG. TILE 25-0" H1 A 6 2O D2 H1 B 6 2>(K) D2 EGRES TB 60" X 36" - SHOWER c0 16 4' FIBERGLASS SURROUND. 3'-4" -- 5'-5" OWNER'S SUITE - BATH " FLAT CLG. 2668- 1 8'-0" FLAT CLG. iv 2068 TILE = _ CARPET ih u� G.T, T C30 30 O 0 4SH - R&S 1`3_l ------ Al 11 LL_P L S M WIC u)1 8'-0" FLAT CLG. 2068 ml CARPET 2668 TILE TO 7' 0 A.F.F. IV 2 4SH '-0" T CLG. °0 TILE 2468 TP =--- - - TB BF 5-9" 3'-0" L T-3" - 2668-I _ r' + I 4'-2" @j I U_ w D. 42" HIGH 1/200 I I I ;�: F cc WALL W/ ix CAP DNI I I 14'-0" CHASEI N N IuIisp®I®I®Im In 10'-2" BEDROOM 3 8'-0" FLAT CLG. CARPET G.T. IA' A" I I I I I Q I I I I I I I I I 1 00 61514131211 NME MISS! 11'4. 3'-0" 0 �v SIM. w/ (1) MSTAM36 FLAT STRAP 60 N H3 W =O 010 WN O 0 00 F_ N 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN Y-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 20X26 181X25 S.H. 13 20X38J 18JX37i S.H. 14 20X50517 18JX50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27aX72 26X711/2 S.H. 22 37 4 X 26 36 J 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 J 36 J X 50 S.H. 25 37 J X 63 3671 X 62 1/2 S.H. 26 37JX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 381 52 J X 37 34 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52' X 62 1 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS 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/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 CD +28.3 / -37.0 CE +26.6 / -29.1 CF +26.6 / -33.5 CG SEE SN SHEET CC 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 +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: 4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills 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 Private Swimming Pools p 9 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" 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 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c� Cv 0 n -W CL) W o � a � o C mcoM c.e ®�roac LZ t 2-= . U11 = ® _ s = a� c� c CD := pv o� su c c� c+ W i C it c=M Vf it c E �0 0 5i M11,�<�1z, �a o i djJ I<'V11 ViJJ i �2 > d .\ L ✓� ,» 0 pie F �"till I K481a'- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v E 0 ' m c O1 r - J 0 ) 00 N 1-1 rb 00 C J $ u ti U W n. Z WO - a Y c and l� o y o _ 'Fa N W W i°nLu 4t Z Co J - NZ a M N QUMR Q o" Z W �CD ❑ ❑ M 7 Z N M o � Z N v J n. V) Z a C7 0- F, i w = o �° �° V _ 0 Ln w o C w UOL �N _ U E - o I 8 = w � =I' U o 8 m m e N M I� o w c M M J � o Z z Q � LL W po Y N < 2 o EU ui z` z0 oa F- r6 o o E E . K U & = U O U S� = Z cD -!D- It w a 2 A) O m v Nm <� aw �z � w Qo C. aZ �w C. <o all w 3 =r w< ;o F miM -I 0. d OU 3 =O 0 = a) J (� O m rn 0 co T f"r T Co r 00 LO O L0 LO N LO T a O L0 T M o Z ca E T rn LO c c a. U J Q p J JOB NO: 23-06121 SCALE: AS NOTED SHEET NO. 1.2 rn 3 9 n V' v v- ;n 0 .O .o¢ 0 cD O I i J n E v v- :n 0 n J 0 I N . 00 ri i v- :n 0 i J 4 0 0 a v E 0 v c i 0 v 0 J N 0 n n 0 '1. 0 N .n v 15 V it z Z z v ;n STAIR CALCULATIONS: TOTAL RISE = 1U-0 3/4" B (16) RISERS AT 7 -9/16" ( �" 42" KNEE WALL 10" TREADS w/ 3/4" NOSING WITH 1x8 CAP USP MP3 CLIP EA. &CASING STRINGER TO BEAM/ FLOOR SYSTEM TYP. 3/4" PLYWOOD DECKING i 16 OVIT FLOOR SYSTEM i15 i14 o Z13 i 12 42" KNEE WALL WITH 011 0 1 1x8 CAP &CASING _ �_I'10 36" H. CONT. B =�i 9 GRASPABLE ° v i8 i RAILING z7 / �6 1x TREAD & � /5 (TYP.) i4 1x RISERS (TYP.) RS 2 3 N 2x FRAMED WALL 1x8 CAP CASING (3) 2x12 STRINGE 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. M / � STORAGE � o UNDER STAIRS °� 2x FRAMED WALL TYP. STAIR SECTION SCALE: 1/4" = 1'-0" 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: 9 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 1/2 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 vertical) from the sloped I adjoining the tread nosing, or finish g y p plane a l g g, n h 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. SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS W/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMING (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH -IN CONT. HANDRAIL RETURN TO WALL DETAIL SCALE: NTS co -v 12'-0" 9'-6" 3'-6" 70 1 3'-5" . 5'-4" D2 TYP. @ H1 6 H1 6 GONERS 25 SH D2 25 SH D2 2X6 WALL EGRES TB 60" X 36" - SHOWER O 16'-4" FIBERGLASS H1 = SURROUND m 3' OWNER'S - -- 5'-5 0 N R'S o �_ I -- .BATH SUITE 6 " FLAT CLG. 2668 D2 8'-0" FLAT CLG. N 2068 CARPET io TILE BF; G.T. C � 30 3 - o - - - - 3 D2 4SH D2 SIM. w/ (1) R&S I`---- _l SIM. w/ (1) MSTAM36 r-----� MSTAM36 FLAT STRAP I L,9L', S FLAT STRAP J WIC N S6I 8'-0" FLAT CLG. 2068 TYP IY1 CARPET 2668 TILE TO 7' oZUH CHysSE rNV N H1 A.F.F. �rco n%BEDROOM 3 OT 2 4SH I 8'-0" FLAT CLG. 6 -0" T CLG. 00 m m CARPET 2468 T 05 oo D2 TP TILE - TB gF I `a o 3 59' i 30 3 D2 C° I H3 Cl)G.T. 2668 w = O F - - - MSTAM36 WC, O FLAT STRAP 6'-7" 2'-4" 10'-4" � _ 6 CO D2 DRYER VENT j 2 2668c7I c THRU ROOF. u_ I LL - _ - - - RooM q w I D' m 42" HIGH 1/2 -- --- o00 HANSON BOX 00 1 1' I I I I I I I I I I I I I 36" A.F.F. @ I o WALL W/ 1x I I I I I I I I I I I I I W '�' CAP I I I I I I I a DNI I I I I I I I- I I I I I I co LAUN I 1161 114113112111�10 9 18 I 16 15 14 13 12 11 N 8'-0" FLAT CLG. TILE > < 24 SH CD 00c 22 H 1 O 4 I cCDv I D 1 D2 I I T-8" 8'-0" LO I 4068 BF I I ------� I BEDROOM 2 ' I - 8'-0" FLAT CLG. r 1 I o CARPET I I I I I 22 I I D1 I I 00 4068 BF I I I- - - - -----J I I I 25 SH D2 EGRESS 22 I H1 D1 I I I I I I I I I - 60 I I I I I 1 I I I 1 I I I L-------------------------------------J T-10" 10'-2" 8'-0" T-0" 14'-0" 11'-0" 25'-0" iElfill 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. 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 26 181 X 25 S.H. 13 20 X 381 18.1 X 37 S.H. 14 20 X 50 J 18 z X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 181X71 S.H. 1H2 271/4X26 26X254 S.H. 1H3 271/4X38i 26x37i S.H. 1 H4 27 d X 50 26 x 50 S.H. 1H5 27X63 26X621/2 S.H. 1H6 274X72 26X71112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 36 1 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37JgX63 3671X621/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 381 524 X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 X 62 7 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS 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 OH6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 OH7 (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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 ` C +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 1 t�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: %4"=1'-0" GeneralNotes 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. PP e P 9 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. EMMMEMEMEEM TYP. 2x FRAME WALL III I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 N ^' o m LU o i = U dN O N .4i+9 0 A 2 B N L 3 = CD CIA o i �✓ l® ee �' c� ar e>i c O E m v � U e, 0 �a �li�e�� f�1�'rf>Y `. CO •%ch Q_), ^, •' N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F W 11- - 0Y v E o o Pi 6c�� t NN Aa (fa fifl (:nlnI'L 1.0 aj M V k LL J ul 3 w o m W Zi M .co N O 002°'°' m W N 0 Q H Ch J N 0 O U U O Z N � 0 00 N Q J _ ti V^)' W G v o lL Cn O t/1 � cn w o r1 Y t�06 �,aPI � W Q 0 • N co co M M J w ' p � w z Q g E a o ��aoCL � z o oo } n Q� z© o E It o< ao w 0 om �z r, ro C m °J Qo 01 Nm w� m 0� aw man CO3w T 0 G no _ G7 w > O v of as o 3 o _ 8 C,^) J > uJ itj rn E Co 0 T L0 Y nQ v / 311 (N �+ m 1 / 1 �i 4-1 -1 M I" n �O T Q N LO T mE M iri tf) o Z Z c E E ai a U ° Q p JOB NO: 23-06121 SCALE: AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU EXTERIOR PLASTER ON FRAME RAISE BANDS OR FOAM PER COMMUNITY SPECS 12 5.9 [�:� ------------------------ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 6068 SGD REAR ELEVATION — B SCALE: 1/4" = V-0" 12 5.9 F� HDR. HGT. T.O.P. -110 00 FIN. FLR., T.O.M. �. 1. FIN. FLR 00 ELEVATION — DETAILS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ^\\12 ---FLASHING— ,�� 4 -24 SH 25 SH ----------------------------- CJ / WEEP TEXTURED 1ul Ell F7� ED F1 D F] LE F�] 1Vl CEMENTITIOUS FINISH ON CMU L::] D L] F_ Da0�0000 3068 10" 'I 'I 6" rIN #IX..._il--'Or Y 2" 2" ClD__ETAILD SCALE:1,7=P-0" T.O.P. IHDR HGT. TTW 0 00 FRONT ELEVATION — B SCALE: 1/4" = 1'-0" FIN. FLR. Mla T.O.M._ A. FIN. FLR. 5'-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RIGHT ELEVATION — B SCALE: 1/4" = 1'-0" EXTERIOR PLASTER ON FRAME — — — — — — — — — — — — — — — — — — — — — — — t- — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — CJ / WEEP CJ / WEEP LEFT ELEVATION — B SCALE: 1/4" = 1'-0" T.O.P. e0 FIN. FLR. V T.O.M. r. 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. txtenor Lovering 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"-l" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings 80 TEXTURED All flashing material for coastal locations (ex: within 3,000 feet of the CEMENTITIOUS ocean) shall be corrosion resistant material (ex: zinc and/or stainless FINISH ON CMU steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 FIN. FLR. cz e%J -a > LL, z ar- • � L) an o •.� C QO C, N -a m x _ cc cm to CN N G C N X CC w a, E o � y :\ `7- ,: ' �1S • •�� fir->. r CND :• x j� `Q /'fl/111111111"�`�,! 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. F o E (� R o m S N !' ® O? 10UJ U) Cl) v/ M V ik J N a 5G LL Lu cu u u 3 Lu a —� a Y Z m c o s cu z y. Co 0 C rn Ld i L NZ Q J LL+W Z N O U v L) W ❑ ❑ N t7 0 0 Z N Q Q J Cl- M W t/1 z CD o -, C/3 LL, a V _ O w o r� v �y N I � LU W ` J E t = r U o 0 e N o JZ< M p Z < LL E zo o� 0 r N zo <� p E U w z z© 0 a M_ ro O E C g ¢ �o p �z CADt L a0 = vi c B Q O Z �mo� O U W m0 Z Z m a� �o F aw � d U > a 3 o � wLL Z m W W o L3 o Qa XO yo ° O J L 6 C] ai cc ^` i LO T _ Qco _L0 �. (n m_ LO -0cal d) CV LO 0 O LC) r V) r E M \ L o Z ca Z E a E U � Q p c � JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 2 ) ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI gto WH to Range to HVAC MAIN O 150=2/0 200=4/0 in 2" Conduit 0amp 15 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: to AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I. 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 $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 116 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION O ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER F_. ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 11 II II II 11 ===J 1.5" VTR Jll I� I I I r. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL ■ KITCHRN DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OPTIONAL LIGHTING SCALE: Y4'=1'-0" SWITCH FOR DISPOSAL IN CABINET— r_===—^1 I f I I II ALT II I I AC PAD It 11 WP GFI4 DISC. 0 r PER SPECS ELECTRICAL PLANS SCALE: Y4'=V-0" :V Z ZI, := > w — M N C3 �p +y w d � 3 � a- °) w to c) ca Y m c C E O C, CYi O CV M 0c:) 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, o N t� N� CNy: r #JLL 00 0 _O 3 -L LLJ r a Mn WQ a 3 w a aiM c d! LL Lu a 4 tg t� _ t N Z N�O q` - z� o = � � O13 o �' j (0 N CO nt W ogn� rn m J Q ¢ m L) W LO Z 'O z IL J W U O M ZN �(5 !_- ❑❑❑ V M L N 0 o z Z n CD M z 0 �N oLU a O a w V)Ln gg t Co Z Co O y U) N Q h I� O W M M J Z F a iz Z z Q � LL E z a o O Z o Q 2 p E E CJ wz Zp oa o° E� 0o °d CS) �t Q Z o�W W Z fo C : Y °, Z �] J mm ¢w Z 3 gp z go W c"n o W w a m ° o� w s r a w� C7 � >° � zIQT� O o O i L6 m m m 0 co L JLID T � Q Crco Y (n m 3 N _LO Lid am O L O N T at LO1" .T Cf) M o m � LO z Z E T N c d U J Q J JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. - n ) yQ LU �e o I I 4:1� 2 SLOPE 4:12 S� I _y I I ZONE-3 I I ATTIC SPACE I 860 SQ. FT. I I I o o �Q Cn LU LU w 5.9:1S � 5.9:12 SLOPE O LLJ I `r1 0- yO I J lt'J I I I I I I I I z I _LU w Q O 5.9:12 SLOPE 9 �!F I I I � I I ZONE-1Uj I I � I o ATTIC SPACE 288 SQ. FT. �- I 4:1+ 2 SLOPE 4:12 SLOPE 7 w d 0 Cn CV M ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: %4'=1'-O" �+a Cz c'Ne c 'i :M. Lw O t O C/ Ql� _O = O V N m � X o CO O i N O 61 cli W� ,®s_ a) CU CD W Fx✓Z4i �. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F Q p E o ro 8 o N o) o C�,n� F. V J LL LL LL d w tl Z L (6 0 _ L `�$ d W N N �_ O O W Z L NZ Q J OU < L) �� a, ❑ ❑ N M O � Z C (D � O Q : ca— N M L 1T—� , V � LL1 � U � g 0 V) V M w o C w 6^- Cn N m O p I N / ` V =O y C � � 0 I• N o M M � w ¢ O z w z Z Q � Lr- ce E E U Z o i K o0 w z y ry Z z0 U a CU o Cc>o ro & o O� z <o <o ww co ra C C a UZ om m0 0 CIO � J aw � a z z Wm vogo � � <o a �z J M� M? J o M wY = Lo d v oQ - Oo3 =o 0 = J � L6 O rn CU 0 co , ^LO T Q r A co r v) m _ L� �� r%, M O N Q L0 r L0 N m w M r ri LO o Z z E r Co IL E U � Q _ JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 4 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH 1i r •, SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL #5 CONTINUOUS REINF. SEE FND. FOR POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB , '," QUANTITY UPPER 1/3 OF SLAB THICKNESS WHERE ' ,'; : #5 X 25" X 25" CORNER OR FIBERMESH SHOWN ON ;' ' : Y BAR ONE FOR EA. 25'-0" REINF. SEE PLAN. FOUNDATION PLAN e ,,', HORIZ. REBAR, TYP. U. 10' 0" 15' 0" LF Z \ ' . . IS w '♦_ **Alternate: u.l W Q �.-_ The reinf bars shall be cont. around corner by cold 1'-4" 7-4 114" bending the bar w/ min. 2'-0" x 2'-0" x 1 -0 bar lap of 25". W/ (3) #5's E.W. L 2'-0" x 2'-0" x V-0" (3) #5's E.W. CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL P. SCALE: 3/4" = 1'-0" SCALE: 314" = 1'-0" 00 ;t PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER o TO MASON'S SCOPE r FOR WIDTH I TYP. @ 2 STORY U.N.�O►.-� / J 6'110" I 6'-2" 5'-2" 51_211 PAD I ,-, " 19 I I 2 STORY S6 U.N.O. I M I S3 INDICATES FILLED CELL vW3000 PSI CONC. GROUT FROM FTR TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. / TYPICAL @ ALL PLAC S SHOWN HOOKED FTG. DOWERS 17" HVAC SE EMBEDMENT W/ 25" E T. ABOVE SLAB BASED ON "GRADE 40 STEEL"- // LOCATION 1 4'-2" 2'-6" 0 r T 6'4" I F- oal � J 1 II I —// II _ I // ro II I V � ELEV. �1N CONC. SL B ro / / ■ vv TYP. 2 STORY U.N.O. ■ r — — —1 21 1111 ,�1.811 PLUMBING I 1 1 3-1/2" MIN. 3000 PSI �A-� I / STACK ivir I I CONC. SLAB FOR 1 AC PAD 1 1 — N I I HERNANDO COUNTY I ■ ■ — J u ONLY 3-1/2" MIN. 2500 L — PSI CONC. SLAB OVER STUB UP TO I 6 MIL VISQUEEN 2ND FLOOR I VAPOR BARRIER FOR A/C — C.J. — — 00 c� 0 0 Cl) co M O ;T 0 1 o � M ■ I 1 ■ 80 2'-6" x 2'-6" x `r STUB UP TO CD I W/ (3) _ CD `Y' I 2ND FLOOR #5's E.W. I M ■ L---FORAlC --- w 2'-8" 9'-8" — — — — — — LU Z H•W 3 1 /2" - 0 O w ULU� ( 53 S3 I �'-8" BUILDER TO—1----1 LO W O > m I w PROVIDE ■ ■ ■ ■ _O Z APPLIANCE I 4 ~ PROTECTION TOP OF CONC./ �o PROVIDE 1/2-0 1/2" ■ I Q WHEN REQUIRED PAVER TO BE 4" I I RECESS FOR FRT. DOOR PER FBC I BELOW FIN. FLR.1 - - N C?I� YP L v o �� I `n vLU Z q I>w I _ ;II tD 0 � 10 I ■ — -- 0 i LL N o , M I O 2'-6" x 2'-6" x V-0" N W/ (3) #5's E.W. AIR 2'-0" x 2'-0" x V-0" z r C.J. W1(3) #5's E.W. T #1 VERTICALS = S3(2) x 1'-0" W/IN ILLED CELL 1 ■ #5's E.W. I A o S3 :2'2'-6" S3 TB " I o TYP. @ I o L ire SINGLE — — — — — — — — — — — — — — — — STORY �2--0" x 2'-O" x 1'-0 W/ (3) #5's E.W. 1'-6" 16'-8" 16-0" 1'-10" 54" 25-0" 0 } Z0 O Om IL N FOUNDATION PLAN SCALE: %4"=V-0" N C5 > LL, 0 >_s® U a n C= =LLa ro C� y a CV .0 Q 6a N ao o •.� � `O as eu Cj c m �E �O av i=iti��°�`eB��Y@9►TIfII�I J a 4` O t W _ ' ! C) ' '• �•O�✓rr: 0� = S s99EflN� ,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. �E S 0 O M a 00 N h 0 Lo C? N �` N & a 23 w - LL 5 Z ' Y O mac Z co Cc: -Cc6 O .- O �. (6 N (O m L Q W 0 2 - 0) < F z O W O Lu 3 Z M Z U � F- IL Z N OU ❑�❑ W N M o g Z N Q Q Q J N M U)Ln z a CD `o cc Q) C6 w ® m U 0 LU �NC/) C� F- Ei M V Ca 'o w m c rn MIN 00 N 0 o Z< W M M U- rn ¢ >5 z Z LL 0 E ¢ zo >N zo C- O E u Wz ? o as I— M CL xo0¢ 0O Om C p a F- ¢zwz m2¢owUW of a m N m Q W z W COa0 p 0 `& Z 2 m a z WillM o v w oIQ ;o a F o 3 c0 0 _ O J LC) p d' cc (p r L.n U O 0 Y � N [0 _ 1 A 4 C,0 a) LO O N LO r Q ) — r m M C\ o Z Z 3 i6 LC) ECU T w m a E U Q co 0 c � JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 5 I I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -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: 3/6' EXP. 1 CY16) or1%2' EXP. 1 CY16) TILE: 15/2' EXP. 1 (3V16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 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. [4:121-[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" 1875 N)PLY A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F I 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F wl (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 FLOOR FRAMING PLAN ELEV—B Y4 SCALE: '=V-0" � o � a W 0 1 V Q a. O o J c"D N N C W Q CD H a C c Q +Cf N CU 3� mom" C d o0 N CL C w o Air _ b 20 p-MJS1 \�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,, W, � " W W AN Aim h Q o E U O (' N tm O oar c co g //�� 0 aD � N � r i 0 '* U>No J NM V 2S2S J u. C J LL z LL Lu LL 13Z — - d Y m c , - TO FE2, o `v `y co 0 Yo W W 1 Z C/5 m w 00 J M Z 0 N J OU U O Z ' W N (h 0 0 z � N Q � Q d M z �-1 �J V o � 4-1to O N w 0 U w I w N C) o c Cl) s ° - N 4 o W M CrJ J h ¢ O YS z Z Q W ca E zo oo >N z aR E ? oa t`D r0 o_ E g o o< N ao wo rz It w cryfa 6� ¢moo a arZ� m0 o0 m QJ I VJ O ¢% Q w �z o� Z o g W ci C)< a �w _� 0 J o W w� �_ = 0 �o M �t oIQ aF 0 E C O O 2o J > O Nt N f4 V M LO ,T^ L , a- U) -02 3:N m LO L , co O LO O N LO �-'— Q r LO ai [ CM T_ o Z E T c m U � Q p C:a � JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 6.1 1 TYP. @ F CORNEI L- — — — — — — — — — — — — — — — — — — — — — — — — — ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft 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 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or1V32" EXP. 1 (3�Ys) TILE: 7%2" EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS 03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR 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" 1875 (1)PLY A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "* 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 1 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 3770-FI3500-M 3240-Fl w/ (Jz) 1bIJ jINKCKS & [ LUGT2 I3100-M 4520-FI3100-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8- 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 112" 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 & 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 (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 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. 3 2 PLY CARRIER-1 x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV-B SCALE: /4"=V-0" N � c � o > W � o � m o x y c LL a o N -C7 N L Q � N a) a a) E o � 3 � CU s o c E 9 �_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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 8 0 N N o Y) OJ N co - N M u_ Z �m� 0 ! W � : m •y ILz 02�rn ¢ J N Z (7 J a'n E;` N S O 0 Q U L) 0 W 00 M z N M O O O z O J — n Vn /z/p^� 1I W V O Cn LL Uj O W o � w km Uq e- m c e . ' J 5ui'�ys;2`�1i ~- E m P )r z� C) Q � o o J cow M p � 5 E zo >� Q 0 E � U wo sF zp ON a C,a� — E o �< w0 �o S� tC/D ao woo 0z �w 3- n' ¢o w� w O U zC m � J ¢°� zz �z W co C) oL, w do Z ww m Qo �� ap Z 3 = F C9 J O � � O i J >� d' m E2 ` (� r Ln � Q Co O U) N m _ 1 O LO N 0-) N r o I.f) T LO r m 0)ri co T_ Ln d Z Z T c m E v CU CD a U _j Q p JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 6.2 I -TT- --- 1-1 -1 -9-1- 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 11360 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 shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load `_� GENERAL CONCRETE LINTEL SCHEDULE APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS �i r FORM & GROUT SOLID o i o 0 0 0 0 8178-1B/1T 8F8-0B/1T 8RF6-0B/1T r. p N W 0 © © o 0 0 O *: O O O O O #5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 81`16-013/11 8F16-1B/1T 8F12-1B/1T 8F20-OB/1 T © "V" LINTEL DETAIL SCALE = N.T.S. MEN 0 IN N IN a no 00 IN Im IN In so M 0 I IN �Ilm IN 1 11"C VCJIl71VHIIVIV F = FILLED WITH #5 REBAR.(1)RE MIN. AT TOP (1) REQ'D ALTERNATE POWERS GROUT / U = UNFILLED a = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 O a REBAR @ BOTTOM OF LINTEL CAVITY = a `-.0-C.M.U. #5 REBAR AT TOP c� W .` • MIN. (1) REQ'D 1-1/2" CLEAR 8F16- B/1T az z a , GROUT tNOMINAL.5 t QUANTITY OF • REBAR AT = Z w _ C.M.U. WIDTH #5 REBAR AT < O BOTTOM OF C a n - F TOP LINTEL CAVITY w v O m NOMINAL "*-BOTTOM o M v oui HEIGHT REINFORCING ¢ ¢ m Z 7-5/8"ACTUAL PROVIDED IN ZLL - p w n 8" NOMINAL WIDTH LINTEL ¢ =' 3:N #5 REBAR AT BOTTOM (VARIES) Lu r~n � 0. O AS INDICATED MATERIALS 16 GAUGE POWERS cTf precastl'intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cgat fig = 8" to psi slump. 4. maximum 3/8" aggregate and 8" to 11"slump. POWERS STEEL BOXED LINTEL NOTES (ALT. ) 5. Concrete masonry units (CMU) per ASTM C90 wl 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 cemenfltiuos 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) 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 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 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 WALL-\ ///-- DEGREE HOOK 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 O BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR 8'-8" LL a ••. •. : . • • r� ••.. y .• • •:. • • . •. • •• • i a • ' , • II ••i •' •• •.•• • • J y C a •.:. PROVIDE 3"x3" HOLE IN BOTTOM OF '. '. PRECAST LINTEL TO '+ EXTEND WALL REINF.' • I I;;' THROUGH AS REQ'D.WL .�' REBAR BOTH SIDES �' ; REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. • ' • '• 12" OR LESS 4 : INDICATES • FILLED CELL FROM FTG. TO •: BEAM w/ (1) #5 BAR •'• 8" x 8" x 16" CMU U.N.O. '' f. TYP. DOWEL #. ;#:••; fi %- 25" MIN LAP (AC 1530) 14 A. SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION SHEAR FRAME u") SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = 1'-0" REVISION 10-19.16 O 6-0" LL (,:D4-0" LL OMIN. 17'-4" LL O 4'-6" LL O 4'-6" LL O 5-8" LL LINTEL PLAN SCALE: Y4'=1'-O" Cn cis C' W c r- o C <9 V CV T m ?{ W d N C N O Q w CV W > e c o d �., rz 3 +o :1:_ �dW-M W C d cu co � U 12 .ax11A°J ��A4 1„j 1Y IV #•� ....... M g3 1� `/ t r� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F' o 0 N O o C, a) O y) N N N f�i U5 2Ssz Q u- .6-0, LL 5 a S LL u- Wse V Z_ _ w @C:m a 9; 9 o NN (_O ILZ CO N Z co Q J Z N OU W ❑ ❑ a 8 z N z o � Q n- N N n M z i--+ 0 `o cn w Y Um - � O S wLn N � w U c > - - m � I U 'o N 0 �® 0 w M z z M J Q Ll_, z o Z o a O E V oz ze oa r0 �� 0O p o O < 0 t a Z wa W Z 1w 3 ¢ o 3Q m 0 o° .taw ZZ mCU � o a O MEN ( Z rn Z 2 h w ;o z< �0 _ Ln O co 0 (� r LO Q cr r aco r f1 ^ U > �j- V m LO - Ln o 04 LO oC", LO Q r r LOLO EM m o Z vi LO z E r a)CU w °�) a c00 ¢ o JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1.6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3 ITEM 2-EXCEPTION WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE S, C SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM 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: 2.11. 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 U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" /„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4,4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4,4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. T 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 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 s a including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed be ore exterior soll treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 9 W O .t= V CV m a y fII CN -p C= g y Q ate+ CV 3"W'c > E "- c =dco c � w v LO `: ox ry 6 L ON To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w F o E Q O U o m N d D) N N W Uj V) 6 4 It 0 co V Lu _�� d 13 5, Z _ m c �5 fj ? m C 3 0 e W w��o m w Z � N z° a J OUN Z o 0 � N Q Q � a E3-J M Wij) z a � o , C Q U OLU p NLU U C) =o N c �' d OD 0 �n o m N m o J rr w � Z U_ CCETo o g� �z >q z< zo m F- ro a M o wr U o o o , oZ r Q) `; �Q �w Cn ra ro C ¢ o < m0 O LL m� maw Z o Z 0 W coy > m 0 < w <p. a H F� aZ O JW w F �T a 0 o}¢ t 3 'L6 O N m cm m 0 T LO ^ r >, CcLO T_ N CV) L0 -� o N LO r Q LO T_ a) M T_ 7 tip o Z C6 Z E r a_U E a : Q 0 c � JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. S N 11 1 i. I it- I -FT 1 F I i - - - - I I r rj ,, I , . Ij ) i I .. i 3i, .;, �� - , a 1 1 1 11Tr- it THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING i.I. C, II"� C: �f I� .. E II� �; fly �� Itl — .. .I I: L . { I: 16GAx1-1\2" LONG (3/4"-1" CROWN) 8'......... .....1.. .... _........ ... II I STAPLES @ 6" O.C. VERT BETWEEN h1AX . I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 0 0 0 5-0" ¢ - c� STUB -OUT FOR 1'-0" L 0 9 0 LO GAS METER 0 o - � U O � CV s0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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'-Y (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' 1/8" gap x # i NIf FILL CELL rn w CONT. #5 > STD. 90° HOOK BAR STD. 90° HOOK BOND BEAM SIMPSC w/(22)- NAILS T CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST ____1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN j SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists to ether and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. I g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy"GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load, nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. j, Ql'' Provide adequate bearing J for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. D tCD 6 AlY" ROUND HOLE MAY 6 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" k^"' ,. l Ary 16" joist S an P 8 1'-9' V-I " fi. Z, V 2" V-3„ 1'-3' fi'-T" V-11 " 2-4" 2,- ,. S, 2. S 7,. 12 T-0„ T-1," 1' 2" 1' 2," V-3,. 1,-9. 2,-4,. 2.-11," 3'-T' 4' Z' 4-9' 64" 1 Cr 1'T-1'" 1' 2" 1' 2," 1' 7" 2'-5 ° 3'-2 3'-10'" 4. 5 7 8 4,. T-2 20 1 1'-0'" 1'-1" 1' 2 1' 2'° 2'-0" 3'-0'" 4'-0" 4'-10'" 9-11' 0'-11" 7'-11" 8'-11," 24 T-O T-1°' 1' 1-3 2 �? 3-7" 4-9 5-10 7 -2 8 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 BYTHE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End 1 Intermediate BC15000s® 9-1/2" 2-8d I 2-8d 11-7/8" 2-8d 1 3-8d I 14" 1 2-8d 5-8d BCI 6000so BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d _ 16" 2-8d _ 6-8d BCI90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS T R TRUSS OP PLATE �.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION - — A/C CHASE 4" PVC SLEEVE THRU STEM WALL ill Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM °.. Joist hanger SEE PLAN FOR : a . • o. • ° ° ' FOUNDATION INFO a STEM FOUNDATION \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap it Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements �0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE . d. r— REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. T/2.. LOCATION OF SECOND H10A SIMPSON H10A(WHEN w/ (18) 10d x 1 1REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d a i,, IiII� lit-11 I,��III��II PLUMBING LINE �— PVC OR SCH40 SLEEVE Q d . ° ® °a i IIi1i11111111 111 ,111- 1-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-O"—\ PVC OR SCH40 SLEEVE PLUMBING LINE rF— �° • a^ • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° ° da L d !I. ,ICI—ICI—I� o !—III—I�k -I i I —III —I d 1=1 I I _ d —I' a SEE FND. PLN. SIZE & REINF. t � o Co" Z -a , O C �r d C IC C.3 fz � m CV H C 6L � iD q do�� cr w .1=1 --c 3 ce na 0 v LU % Z' 0 ° to � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ANAM Q v S O V N 6 v N 2C.00 on e Q J M V LL a d c y .. Q _J a Y C7 J � = OO � V 0 0oQz WD : 0 @CVCD m ) .o z Z LLj w Zo Nco H :e_ N c� o g N z o � � Q r , to 0 LL C� o Uo U iu 8 m o � U- J< o, y w Z z Q zo zo CU O wo ?® - — E o o �Z z O C o ¢ m °LL m o< go W cn o C) 0- a u w CID¢ �i o M �Q ;o a � v- ol¢T03 C O 0 i 0 m �1' ^ i O 6 rn 2 m C� T L0 1 a- r co T (nm N _ N - 3: N L 0 O Ln T LO N T ai T CV)M o rn LO Z Z E T m a U -1 Q p JOB NO : 23-06121 SCALE : AS NOTED SHEET NO. SN 1 J UIi N i J M N r v O .o J N co 0 I N 0 0 i Cr 0 0 Q O i d CD E `v ,o U J LZ M [V N L Lo as 0 0 a M 0 CN Lo 0 0 w Q Q m 0 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1Y-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER t, a SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM I 91-III=III—III ° II III —III —III=' D7158-CLASS G or H, or ASTM 1=III—III—I I i=� o 11=1 11-III=III-1 D3161-CLASS F, IN — —_ 12 ACCORDANCE w/ TABLE "I=III—I 11=III=111=III=111=III=1 I I=1 I I=� (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION -IIII I II II I II I IIIIIIII I IIIII I IIIII I IIIIII I IIIII''I I i (2020) I_I TI=111 1118,�1 RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHS 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 f PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FLFV. VARIFSJi_"\ SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.- 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER 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 ° I � °o D W I I —I 6 MIL VAPOR IIIII o I z 1 II BARRIER , D 4 III p ( • I17 r ' COMP. SOIL. I 11 (COMPACTED TO 95% =I I IIT[ MODIFIED PROCTOR III I'Ifi1T I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS �. , Z CO —�I I III I .: d '•. 4„ I �� •, ' • � II' _� I I I SEE A/S3 OR J/S6 I I, �,11, I II 11111- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH J `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" � (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. _ O.C. OR 5/8"x10' WEDGE ANCHOR x 6 INCLUDE THE WALL @ 24" O.C.) 2" WWF OR OR x FIBERMESH ATTACHMENTS 31/2" MIN. 31/2" MIN. ELEV. -0-31/2 A.F.F. o ° w CZ)- u ° a ' —I —I�T— 131/2"(min.)- 4" _ u 00 31/2"(min.)-4" T — ° • —II T=1I F,— — — — —III= =fir (2) #5 CONT.I I 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP P SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" pcs r 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 0 s LOAD BEARING OR INSULATION PER FBC AND ENERGY �' coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N #5 VERT. IN FILLED CELL 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3l16" (IF LT UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD n n *SIMPSON SP1 (6) IN x3 1/4 I APCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS - `2 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ------ TYP. 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV C D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° ° _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL z M :p t> • 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN O0 —II — .I IT I —I ° °° FOR CLARITY 6 MIL VAPOR BARRIER i I I III e I—LTI—I — I I—_ T III —III—, #5 REINFORCING BAR R 17/s" Z I I I P: I T-ITI..I I I=III= T z / `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) IN PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)1Old NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH it III=131/2"(min.)-4" "(min.)I- -I I I=1 TT RN[ 1f(2)#5CONT. 4rIr�IIIIIi�l141r��11 i8 U.N.O. MIN. ,� TYPICAL BEARING WALL @STEP / CC SCALE:3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM N� o END OF 2" x PLATE W p Cn W 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO . f=_�I I —I1=—1 l II—' 111 I I III —II <- - I I-1I1—I #5 LAP SPLICE p I I I • �1=III I — 2 #5 CONT -III=III=1 III I I=1 III I - NOTE: *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) 4" 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° ' GRADE ° °° =(1) #5 REBAR w! OPT. ' 1=T=1 I I I I I=III 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' M Ci 4.._ a M I � I - -. I I III. —I ' , •', ° �..•..... ' • III=11 �- I . , , , .. . �i111II1111I : " . �41IIt ; I.i III .d .:� • . .. I � I — SEE A/S3 OR J/S6 -I I II I I I II ,II I r l llll- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST IRY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, _CONT. BEAD SEALAN ae a INTERIOR : va' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0? C - M 6 MIL VAPOR = — i'- BARRIER u \ T. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �ci3 ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN e ' — TOP OF BEAM SEE ROOF PLAN c _ — — — ° I I (2) HTS20 FOR STRUCTURAL _T _ I- - c) ci I I BEAM SIZE & ° I� CONNECTION INFO U.I 2x4 #2 SYP P.T. FRAMING w/11=rT MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6l�-" — " 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w! 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD —INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN CONT. w L > SIZE VARIES PER PLAN MIN. #5 VERTICALS z M BEAD SEALANT a w/ (2) 00 GRADE _E ? � FILLED SOLID (SEE PLAN FOR ° 6x6W1.4xW1.4 N w SIZE AND REINFORCEMENT) r� � , • r WWF OR FIBERMESH c, o LU Z w o v ° BRICK PAVERS or SLAB PER p o `n " • • • • z 0'-0" FIN. FLR.� COMMUNITY SPECS w 4" 4" /0117 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 C W o_ v a� o c ,oc1N y C, y � N Q �CU E c � 3 i U /U C E R �:TETTeT�,aq i Ali.! st,u F "'�S t a � S. 11000 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. Ho fiij Q M E d sti 's N N 0) uo"� o r5. CO a,)N r n ; -° a .; H cn ft �Nq ft 1 i' Svc V,; w a _z2 M _ o z NNE_ 3 0 LL1 k t~' z� IL N Z M a I A` Z N O U U O V M � N M o g z oQ J d- u� Nn N z `o W CD a--+ O w o �pEUj p m(. v o N L' C0 Q • N I� o w C.0 M J � � � U_ E E 0 Uj Z g 00 �Z �Q �; 0Y °� maw o� Z WCID a � ow LL Qo a w dz s3 o wa ;o ' OQ o- d U� =O 0 = O Ln om (a r L0 LO CT r r U O CO _ L0 M LO ►, o LO T �LO T m M ri Ur? o Z Z E �-- is a.0 _j Q p JOB NO : 23-06121 SCALE : AS NOTED SHEET NO. S3 (MONO) Q� v W I LO J M LO 0 cn 0 J CV co 0 I i N 0 LO i L v C 0 Q M O i 0 a 1.2 E 0 s v J i a 0 •U J 0 L LO 45 0 N 0 LO Ckf w 0 W Q M m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLY LS SPACED EXTERIOR FACE OF BLOCK I ❑ STEEL AND GROUT ❑ ❑ EVENLY PLATE WALL IS 1 1/2" MAXIMUM 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 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED L 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 U-1il SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK rfl— KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCE OF BLOCK WALL IS 2 1/4" TO DRAIN CLDOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FDI ❑ 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 g MASONRY LAYOUT rD �'S4"/) SCALE: N.T.S. �S�4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a d a a 4 � d d LI d 8 STD.90•HOOK 81 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1U 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J T- W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a d d H POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 6 3/4" 10" 3 1/2"- SF A�Npo� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 iARAGE ►OOR vvvi i awn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK(0"�K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN 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. 00 { SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN�NO, ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS / BLOCKING Wl 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD v 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 WE _[� 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT Q.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48,SPLICE STAGGERED N, �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4A16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 '-NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER 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. C% A cv r%_ 0 e o C 6D C� N M C C` 1/f Q d N o in = d % y a. E o p, °, �.O / d 2' lo o Tr : d, �Y C1 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. � ,,I., F IC i W G a O 0 8 o op.ti v $ O Uj . 00 N ro �� to N U)a) tia o;r ; a N co LLA, LLLL a w( W k 0 0 W CO ° W z U) m Lu " �n U5 N Z Q N J U O V Z O W El M � z N M o g z N z o a r M z N Q) o u O U0 ,, o w u.d U I x�E U) Y — N 0 I� w M M _I O 0 z Z W E zo oo >N Qo in Ov Co wz od I^ 20 w� 00 Do of o ��0< ao -z � wg wZ <z 30 Y m� p j C: � m J m F� Q W 1z z Q o W cn m o w LL p d z 3 o =az w wa ;o s�aT0 C O "� 0 1 > Ln C) a� 0) m TT LO LO CT r Q � m — 0 75 M cy) LO -0O N Q T T— LO LO CIO o 3 N LO Z Z T 2 c a w -0p a) a U JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. S4 3 J I N L i J m LO CD 2 0 IV- J N 0 I M N LO 0 LO i L 0 i 0 6 N 0 i E: co Cd C O L C 0- ;z 0 0 i7 M 0 a 0 0 a N O Lc 0 0 z 4 z Of Iyl Q 0 0 SIMPSON HGAMV W/ (4) 1/4"1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 Mom( 911 BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, ( ) SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CR0 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"1 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"1 CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT / / DOUBLE TOP PLATE EACH JOINT w/ (3) 10d / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE // \ (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. / \\ NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ • AND 1 AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ \\ \ NAILS W/ (2) 16d TOENAILS If 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED77 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"1 SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "T BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"10 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. REFER TO DETAIL J SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. FIRST 4 BAYS) N N (MIN. ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 50 1112 00 1/ " 2"1 CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 /� 1 Od & (2)1 Od TOE TRUSS SPANS ATTACHED W/2-16d `�ul�t' NAILS @ EA. END AT EA. TRUSS JOINT 4' LAM NA I (Z) 2 x I TONS W/ (1) ROW 3 2" x 4" LAMINATIONS W/ 1 ROW R F () () (3) 2" x 6" LAMINATIONS W/ (2) OW5 0 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148 , L = 3") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ (12 NEACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E GES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL [ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. �a 1Odx3" @ 4' O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT ..... ,...... .... , , .., ......,.., . ... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVIV 1 ULl11111V1.1 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL("I 0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA 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) BRACING w/ (3) 10d x 3" Al I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE \-STUDS 16" O.C. CONT. BEARING @ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 n 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" BLOCK►NG 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX v- CONTINUOUS BOTTICIIIIIIi CHORD BRACING 2X4 MIN. d w LU 0 o ' O V z o 111 in o o O v 0 w Q o o O ----Q T w — — — NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'1 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION III d� > Lj 4-= a»- C5 C� M �Cj amp N C 4 I. O y p N g Q � N 1C c CU � v e, zz•e v / al�'3�p�R2�lge64t1dIf A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 IMINH W E ' 0 0 M a 8 o n 0 co $ N fix. 6 M 25 ik LL i+vp3"" fg . q J Il u- 5 u� w tL ' Z L (9 ,', N' C? o v0 � Z 0 O W 0 C� l m 1 Z rh Z 11LW Q J Q O V O ¢ 0 a U (n M N M o 7a— Co ¢¢N O Q -o � If VIN r Ua LU 0 0 LUul N� c6 �- U E t U o y L `n N ¢ In 0 N Ild o z w CMJ J O i Z Z Q � E- o E V wz z® o� F- r6 — 0. C,:, G no 0o oo z Ir0 °o w z o az z �J o¢ m0 z m � J �m If ¢� <Z no C, 3 On g0 W cn >g o w E�w 2 a o w� ;o r ch t O¢TU� -- O- O ir/ O > O N 01 co 0 ^, i LO LO U m C I •1--� = 04 N Q 0 o LO T L0 � r o M T LO 0 z N z N E TI-N a E U Q p _ JOB NO : 23-06121 SCALE : AS NOTED SHEET NO. S5 3 v x w I CN N LO i J m L �I- v 0 v 0 a rn J O I M i r� N 0 0 0 v N 0 i Q r� 0 v a E N E 0 _ v c i a 0 0 0 v ti 0 Lo 45 0 0 Cl- to O LO 45 0 0 w m o co SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. -END SHEATHING TO IF BEAM OR GIRDER ,TE W/ 'O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. 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 WEEP SCREED IL INSTALLED PER. MANUF. V. C SIMPSON HETA20 w/ (8)10dxl 1/2" C NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" 15/32" OSB T EXPOSURERE1 IN, SHEATHING PROVIDE BLOCKING AS 17� REQUIRED PER p SECTION X-X IF U NOT FULL HEIGHT SHEET z A I G FLOOR SYST M , (2)- 2x TOP PLATE BEYOND I EXPOSUREI ~ F SHEATHING w SOLID 2x 2 0 C11 I BLOCKING@ALL 0 C All SHEATHING EDGES (SEE OPENING SECTION X-X 0-0 C x E w x E 2x STUDS w ITT 1111 11 11BEYOND. I) SEE PLAN p O 12x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM tAtAI 1 171 MIATInKI MIAs IAAA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 7� 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN Ye". ? l� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. O w 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ALL VERTICAL JOINTS & NAIL @ 4" O.C. p OSTAGGER w/ 8d COMMON NAIL J LU o LL Orr O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER Q O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q of 000 z�- w L @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 2 — <., w 0 O MEMBER IF GABLE END LL U LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SI MPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2" TO BAND SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TOW/(2)12d COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 10d NAILS TO TOENAILS EA, END. NAIL FLITCH BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/(4)BdNAILS w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL TO MASONRY BELOW 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING ACCORDANCE w/ASTM D7158-CLASS G or (2) 10d @ 6" O.C.FLOOR SYSTEM VERTICAL BLOCKNG 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING - SEE NOTES: * USE BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND 7 SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS 24" O.C. SHEATHING TO BOTTOM OF RIM S6 & NAILING SCHED. CHART ON FLOOR @ PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" 1ONLY. 1 (6)1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" 0/C ATTACHED TO JOIST AT EA. STUD WALL PER STRAP F�'0 OOP CEILING & 8" 0/C WALLS WALL SHEATHING 4" WOOD TO MASONRY �N 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ O.C., 2 ROWS STAGGERED @ 12" O/C EACH DOUBLEATTACH DOUBLE 2x TOP PLATE ATTACH 2x STUDS S.P.F..P.F.T)SIMPSE-ATTAON 1x2NAILER 2ND FLOOR FRAME CONNECTION rE CONNECTION W/ MSTAM36 LL FACE OR 3-ROWS 12d NAILS TO OP SP2 STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A H � w PLYWOOD SHEATHING @WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL --I NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2)12d *�((2)12xHEADER SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1 SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d -� I- LAYER 1/8" THICK. 51 w 10d NAILS @ INTERIOR HEADER: COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD " = INSULATION PER 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN ONLY DOUBLE 2x 12d TOENAILS • EXTERIOR HEADERS: (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.(. 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 • OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 w/ (6) 10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT 2x STUDS TYP. HEADER SUPPORT - PAPER FOR TRUS NO. OF JACKS & STUDS MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS BARRIER 2x4 RIBBONS TF FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB(OR 5/8" WA pFNiR BEAM SIZE SACKS EAEND SACKS STUDS EA END SIMPSON GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP 1' 4' (1) (2) (1) (2) (1) LSTA30 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C L CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL)-41 4'4 (2) (3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) 1 (3) 1 (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED �� TYPICAL T" AND CORNER CHART ON FLOOR PLAN SOLIDW/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS rN DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL ARCHITECTURAL FINISH SCALE: N.T.S. S6 „_ ,- SCALE: 1 1/2 0„ S6 S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co J v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. o- AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE . 4 Nea FINISH GRADE 00 M 11, 1_—fL--I I —I I III _ _ 6x6 w1 Axw1.4 I 1-1 I I —I I I —I I I I a I I —II 1=1 I I —I I _ "1=1 11=1 11=1 I I III 11 I-1 I I —I WWF OR FIBERMESH -1 II I—III=1—I I I I a I I —III —I 1- T 1I— �I II III ; III,;,III III \— STD. 90•HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST Z-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION IiIi R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING THING SECTION C/S3 FOR SPECS FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a_I CD ..° ' ' •ahLI- -III, , I I I I ICI I ICI 1 I I 1 11 I hI I='_ C) #5 W/ 3" ON . 8" 1'-8" 8" [I CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONTAL @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH , Cl) ° ° .. A° -III—III—III II ° �IIIIIIIIIIIIIIIII 9 a A ° (3)#5 REBAR ON 3" CHAIR 4" 11-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 - 00 �IIF, 1 C:�?I�2 I @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 'N A o i Q cs Ncmh 2+9 n `4 Li- In C-1 ru m o r"�... G� to . •� c� � ro CM lA CL a o � =° o d ca 0 a1�a �I49C�p4�a �0IOVA� �r un CP 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. W 11- O OM O Q N N 01 0 . j 0 C N 0 N c0 YI iii i` � J �LLi� a a Y 13z — o z m o - W Fu -N 2 W 1 do c rn In W In Z a ,°°° Cl)Z K N Z ou �d M N C) O O o z o�p N z o � J — CL_ E3 N U) 0 0 Q) w y O LL,C) o V U W J — m { 8 U 'o y ° c U) ¢ 0 C o Jz w J zQ t Z Z § LL E zo oo zo aN E o° rodCU o E o �< 0o o< mz CID o o wZ s <orr mco m j J F ! z zo J co 3: U a- W C) m =� o M V wW aQ >3 o d _ zIQ 0 O O O i Om m ns LO LO Cr Q U) Y m N _ L0 C) O N LO r Q LO r w M r LO o Z (c z 7 tl) E r `m p tl E U J Q p JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 J LLJ I u7 CN m LO C> ED cn t2 J N 0 M i N LO 0 WO i 02 v 0 i C M O a T E 0 v i a 0 10 0 LZ 0 L0 0 a N 0 LO v 0 0 z w Q m v SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 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 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 1 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x DRAFT S P 2X4 PT NOTCHED INTO - - - ---- - - STRINGER AND TAPCONED 2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU / NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS E —J 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" V VIALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH �j FACE OF 2ND RISER / I 3YP CUT TO FIT FRS IN WALL I 2x12 SYP BEARS IN WALL 2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON14)1Odx 1 1/2" MTS12 w/ AT STRINGER CONTACT POINTS NAILS) 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' 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 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER /7� [SIDE) TO BOTTOM EDGE OF 2x12 STRINGER STOP j 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C f \ ROVIDE MOISTURE PROTECTION / / ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ 4" X / \ 2 a' TAPCONS @ MAX. 32" O.C. `— AT ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / 2 4' TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: V = 1'-0.1SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER GA TOP OF / STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP I MUST NOT TOUCH r STRINGERS G I E2x4 BLOCKING FOR 2x12 SIMPSON C 2x4 PT UNDER 2x12 OR LSC EACH I \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON14)1Od MTS12 w/ PT NOTCHED INTO STRINGER\ D NAILED TO FLOOR WITH GLU S) x 1 1/2" NAILS) NAILS} STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" Z-7-3z" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" 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 I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 77 2x4 SYP BLOCKING ?Z4 FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) _ I J r� Uzi /I DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER �. ,�OR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO1 ON DECK 2x8 SYP GLi AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 I DRYWALL STOP / \ NOT SHOWN / STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT \ / GIRDER, FIELD VERIFY OF NEWEL POS- PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: ' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 RE SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X BLOCKING PSON POTS �2 w/ 10d x 1 1/2" \NAILS 2NDD OR 2X BLOCKING RIS'L-� VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" N N Z � � � a S W O := cm C -EF cti N �. N C. Z H m � cx, r % UIPIS�EF F d nC�S-, 'o m �•^°• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N v E 0 ,{ (� O C� cD n .5p� y®y� YI U) C - J i C J L- W J-� a- a a z o Cc L (6O _ _ O: 0 NIL (O v W rn 0rn SS o J Z N Q } Cl)Q N CL O Z b U v U) s W N Cl) o� z S z o <C J M Ln z 0 o a--' u, w Y O w o U0 Y N� VCO Oft c ° IIP J dt ~ N p P U o N Q ° h O i o M J J 0 i I w z z g U_ fl- v zo 0 o wz >M Z< z od ra '1,o co rC �0 E �z 0o oQ az I- L o U) ra c i J ao �1< U °O o� z F �z W g< ww 3° az m � aLL r_3 O w wr >° t o5 o0 3 c� _o O N L6 O aD rn m m c� (Q Lid r Q Cr T co T / /V U v J o > m — I'`VV11//V11// M LN -0 o o lid T Q LO \ LO r. E w TT M o z E r E a? cc a v U J ¢ o 1J JOB NO: 23-06121 SCALE: AS NOTED SHEET NO. ST -_-. II 'I - I -. 3 J W M LO -01 0 o- 311 0 a J N C> 0 I i N LO 0 iC> v tn� .o i o, c 0 1-1 1--- 1'M 0 i 0 a FE co N 0 v c J CL •U 0 a� 1.i M 0 LO 0 0 t2 LO 0 0 a Z Uj w x a m 0 N DOOR JAMB (REFER 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. b� „ 1x4 1 X 4 � FURRING 3-1/4" LONG X 3/16"0 ❑ . [ FURRING 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" 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 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12"O.C. 3116" x 3 -1/2" lx4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"O.C. 3-1/4" DETAIL BUILDOUT �a 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 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD, BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW-� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ,r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO # SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS — SECTION A -A 8° 1/4" x 3 1/4" TAPCONS LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5n NOTCH WEB AT 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 IF TRUSSES USED) W/ (2) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER Ac 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 o ° o t REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p o � I * PRESS PANEL REINFORCING INTO PLACE.—��— ITf 1T PANEL REINFORCING WITH UPPER HALF AND TROWEL COVER A L C NG U OF MORTAR BED 0 6" MIN. LAP SPLICE W/ REINFORCING PANEL .DIII—III-- — — (— SMOOTH. DO NO FURROW. o III F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT III -I I (- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE u, p _ ° of i r- G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c� ° Q REMAIN FREE OF MORTAR. NOTE: M z . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. — FILLED CELL PER FOUNDATION PLAN kR YP.) fHE S ® UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP) TD. 90° HOOK (TYP.) LJ FILLED CELL INSTALLATION H SCALE: N.T.S, SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN nrr kl� n MM �bn, BRG WALL TYPE PER PLAN i 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" ( ) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + 4FNQTN + + + + t + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR T-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF SHFFT nq ANTI SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,Y - Z O M UL O LU v U_ I— U 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �--ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ---2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 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 RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-0 1 1 INISH FLOQR ° . .. �.. '•Is ' ' '' > 'gyp #5 BAR D. 1'0" CENTERED W/ g o . • 9 ° IN TOP o ° > KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING a e e SIZE AND REINF. PER PLAN °• AND SECTION DETAILS CLEAN FILL .o ° • ° DIRT a z STANDARD o 90" HOOK N #5 BAR IN Ij -- FILLED CELIf L, , s° ��• \��®• ♦�i s• ♦cos• \��s• 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 DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL Ljil 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 1S.. C e Cu Z o ei =iz a o a MVch o C fA = LZ m Q H M Kc a? �4 Cv ash CU az � .E - 0cu c cu ca . 'Cr cc s Cv i r � 0- v i \ 4 8R4 k>r liAJ� 1"• J (J 'ti r. k ��'it��`:�' YrYOfMbe a 4 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. k F W I. o E 0 N 0U m 0 W C N Uj a= W �0 � � y Qt u- CULL W Suj IL J 2 Z_ R" L 2 :113 0 W 7 N N cD J IL ;n N 1 Z O U < 0 M n N M o g N z o � N z a _ Q) 0 +-•+ cc ® ° U O o011111111111. ,ND U LU Co — _ E — M U y U o a W N O Ii o Z w M U_ p � Z Z Q ti g Zo 4 o� —� F- ,o o 0. -0 o <z o� �_ wz COL _ c -a Q a 0a W of � 0, .2 Z J a' Q W zz z OU C/3 a a Z �I W o w m e* a� _ <TMA C O o O i 0 1. 6 m M 2 � i^1 � r Ln LO LO M > LO r O Lbn r Q LO CN r m w M o Z 3 N LO E r 2cc a ci � Q o a) JOB NO : 23-06121 SCALE : AS NOTED SHEET NO. SS i I I --------- CROSS BRACING DETAIL (TYP.)/,/- SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSUCONV. FRAMED RIDGE MAY NAILED TPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 1 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. pg 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A -----L WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO, NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" - - -Y, X F° - d UJI - - Z PORCH SLAB SEE N FOUNDATION PLAN w (2) #5's CONT. T&B tW Z W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN 1� SCALE: N.T.S. SCALE: N.T.S K, 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q J LU LU LU SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" - (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE - WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" - J4 U ON GRADE — —_ • -. — N ZZ ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 - COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I I I r- - — I II I I I I I I F'IF COURSE FOR BASE SIZE (3) #5's EA. WAY I I $„ SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN 2 #5' CONT T&B / °'' -z TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" CONTRACTOR TO INSTALL SEE CUT O s , w„ • T 2 MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4 -0 MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30"' TO DRAIN WATER 1 -4 KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. — — SEE PLAN SIMPSON HUC410 w/ (14) F I I FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO I I SEE FLOOR PLAN I I COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO _ REQ'D ONLY WHEN INDICATED ON BM. — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE RE FOR OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOPOFgEAM o SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �i COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 MIDDLE BM. SPLICE OVER CENTER OF POST 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 � SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r 1 ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d JH NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. % RUSS/ OP WAL -FSEE PLAN Y2" CDX PLYWOOD OR 16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES-------.�� 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/$" EPDXY ANCHOR OR J-BOLT OR Y TITEN HD / 2„ I ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6 EMBEDMENT 24" STEPS SEE PLAN FOR OPT. . Aa ° ' ° STAIR INFO. IF "° d ° CONCRETE STAIRS Q FORMED &POURED MAIN HOUSE a .' a. W/ (1) #5 EACH STEP �a " SLAB d s. (2) #5's CONT. T&B a w/ #3 STIRRUPS AT i a ® 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE OR LOWER SLAB .' g SEE PLAN ° 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. i N N 0 o Cu `-amu LiL- !2 M C= o L H Z9 N L 3 E CD =BCD E � 3 6 ,...... a �. . ^ fir ">"e �O i? To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. {' w TE co8 O N p v Cq Cq 6. N 0 t U) :%i r ° C J LL LL W 7>> 4J LL 5 0_ Lu —a a 4 Z mCv n wC 2 O � O o2N� o W U)°_' Z NZ 4 J �n N M -0 V Z OU < O W ❑ O V M � N M 00 Z N z o � � N z c� o Xw � N Q) 0 LU N Ly N �U0 U 6 •. % E 8 I I 0 w c M N< z Z G LL C E ZO oo Zo < O E z0 rts0 oo o E ' 00 �< ro 1— o <o 0 z ww ra ¢ ❑ m a z� z m J maw �z � ¢e8 o. aLL go az W m� <o w o M w� .s >° d v 03 zI< =O 0 = 10 - J L.(') 0 19} v rn m (� T L.f') L 0 QCT T 9+ T 0 2 N ca- -_ LO L.n O j -0 co O N U) T Q LO T 2_1M 6i U o Z Z E Tai c co a U _j Q p a) JOB NO : 23-06121 SCALE: AS NOTED SHEET NO. D1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTEREC ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS--\, SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS T P. 2 - 2 x 4 SPF @)SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS LEJ 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL OPENING (MAX.X. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. ' FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM 9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 11�r� I SURFACE O 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS O @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL � NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS ; (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS .� FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL -- (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. �EE PLAN FOR CONN. ) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE NAILING AREA (TYP.) i (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT -- SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ 02 q��8 M roA �N PROVIDE 2x4 ON -- TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 0 TOP SPLICE DOUBLE 2x82x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIO1 OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; i 1 I DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ (2) 2 x #2 \ SYP U.N.O. \ I 2 x CONT, T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" Q.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d — NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR r8 SCALE: N.T.S. p 0 a LU _ M V M ®amX N = LL — Cc Q w � 3 = „ CU � :!E a� '5'. E d -f �d�Ja �. d N C 4n a E o IW 1, 01 N >>d!lilllltti',�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E Qo a 8 O N p 0 co J N �Mv Q LL W NLL L_ J w a z L (4 �O L" 'f6 CV c0 O O W LLN O U �d W � rn 0 M z N M og z o ad � N Q tl N N u- o _� LU � O w o N ry N �NW A ca LLJ ) y Q 0 O N (� w M M N QZ Z Q LL CET E Eo E CJ zo o g wz >m <� z© oa Uo p E O Z Ww ra 0 m z m� U �mQw O1 q Q� Zg�z m oco wLL <p o az �w IF, o w� ol¢ ao 0 3 c0 0 _ J � I6 O N m M 0 LO (� r LO ^ Cr T_ > r 1 M L O r N Q U') r E M L 6 Z Z N E C _@ a- o U -1 Q JOB NO: 23-06121 SCALE : AS NOTED SHEET NO. D2 I r itllll 11111 T— -J 3 J W I i J m LO 0 0 cn� n Q rn J N O I i M cV to LO i CT a 0 a N 0 i E H E 0 i 0 U J LZ M 0 LO as 0 a N 0 CN LO 0 w 0 z Q z w a m 0 C/7 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 a. ) SEALANT JOINT 2 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 TAPE (ASSEMBLED WINDOW) 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & \ TEMPORARILY SECURE 1 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. S DO NO- BOTTOI FLANGL SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI, UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1 4 ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� `\\ 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST 4 BELOW - SELF -ADHERED L- SELF -ADHERED FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH 1/2" DUROCK WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'4' PER PLAN Refer to the number marked asO# in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps a 4" OR 8" CMU ° o 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, H-- - FILL WITH GROUT 1 embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts a 5. Remove all release paper per standard installation instructions and o a adhere to substrate using a square piece of flashing material (6" x 6" N�4 Minimum) SLOPED MUD BED d 6. Fold as shown by arrows 8 4 7. Angle of corner may vary, adjust folding of the flashing accordingly to a fit tight to corner VINYL SHOWER PAN H ° A a 8. Mechanically fasten as necessary ' a° SLOPE d a a o 4 4 SHOWER SEAT J SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q W W m a ii N u a_ �- a a = w U U W W _ C: Q M LU W U) o 2 U) WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING AI 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER min Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW 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, �� (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 EXTENVERTICALLY A MINIMUM 6" RELEASE PAPER TO ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be Installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 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 cutters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER I 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 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. STRUCTURAL FRAMING j ,II STRUCTURAL SHEATHING U STRIP OF SAF - - - -- l DRAINAGE PLANE WRB ( I- I i! I BOND BREAK WRB I � SF LATH I II I II I I I ------------III __I _______I Jl Cement STOP Plaster OUS BACKER ROD over block dT 1 st floor TIOUS FINISH 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C O N Z C .o o >LU C7 W �t c co v cl-a -o m in a LZ Ca o Cn CV S +� CV �Q v o ao o o Q, .� v L) 8 M O N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W n_ d c E 0 0 co 8 U 0 N CD 0 co o r m °° N N v r� Q N O 4k LL Ca-� LL W W Ca U_ 0 Z O rt W .LL.. Z m CyLLr` o m a0 N a N Cl)Z �p O U < o0 Z W ❑ ❑ M N M 0 0 z N IN z o � cC a � (/'1 z a `o Q) Ur 4-, ® .� '�• U O 0 N wa N U) (6 r- cn U 11 � J E z S m! all J O N Cn Y 0 Y -® m o W M J � z � U- c. o Z o yM zo z© @ os oa - E o o00 °� Do o 0< Z Z wo Z o C �0) < oa ZWCD m 0)�o ! mo, Qw 8 �� z go 2a a co p ap w Q¢ =O �o M V a 0U z¢ § s0 O = �L6 0 2 cc (D L- c r Ln LO �1 fT T coLO T VJ N � N LO 0 o LO T- < 1.0 r 6 m D M r j6 L0 o Z Z E T U) d cc a E Li ¢ o c JOB NO : 23-06121 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets 00 Gauge� +112'x 4-1,i2'x 2-12" 0 0 See Anchor Schedule So Its 1 � 2" Dia, A3 25 Ga lv� fTyp.) 1, .1 T / Washer& Sack Cross Support (May be cut to lill Right Staticet (10 Gauge) 51CIRVA5 � A/C I B-ottann Edge VC V' Hartlicane Strap (Typicat3in front) Front Cross Support �V (May Mew it to W) Left Bracket 16 Gauge) #14 Self-DrAling Srre�Ns ihru Brackets 6 BackCrass Support Into AIC UnA Bottom Side (Typicali 3 oach mide forhurricane usQ� N.IdW mol-ILID.. U.I.-CILIns - I -dh -It 11- R." Sa DIrlswitst; aihiag.W� upon zlectiesclic fi. wift Apply) Floril Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pg� i of I 12JI W2021 code Entity., Data Data Ded. Pending Date 709 Vereen Martufaerror Contact EnqId.ar& Llow.s. Validebul By Wittiest! submitted FSC Ami Approve status Affiroad lon 2020 Smart Vent Products. Inc Michael Gomam H-s F NoRso P,E. Looks So,,d.h P.F. 12J16I2020 12JIWD20 1212812020 Aw-d category: Structural Components (377) 441-836t PE-73775 (n4) 300-1800 Suicalegory, Products Introduced as a Result of Infolterriariventcout N-T.ohnel.gry C.-pli-ca Mathel, Eveloster, Report I at Fields Registered Architect a Licensed Fl.,kla Professional Engineer FL0822-Ruilih,divet. Quality Assurieneg Approead for Use Apia-d far Us. laripsiel cotton §211 P= Product 1) ... inficuu, Conhol�=, 0A, I" 111,HZ Outside 1114Z P-11 I #154 510 Dust F-den Flood Ind Ventilation Vent ys� yes MIA .100AIN 2 So hV,,t Model #1 540 511 Due F-cileo Flood ard Ventf.two Vent 1MI/2a23 Yes Y_ MIA .100 100 3 Sol Rv.nt Model #1540 520 �,,,ul= F . V nt 1202 Y. Yos NIA 0 4 5m:ft Ve t Model 91540 521 IM h d %W*d Vent 2y31nO23 n a yes Y WA . OOA 0 2 5 Zem,6sn -524 M del #1540 l6&ql Door FloodVwt 1 2 no Y" Yal MIA N;A 6 V. Model#1540-570 Simon ; Wo.dW.JI,suIu.dFI..dV.,t 2J3112023 7 yo,i. Yes MIA -100�100 7 Sm.rtVe,t Model #1540 5.74 14.5&q.d Ge.gsD.,vFIl 1MI/2023 Yo Yce MIA N/A Code TV I V.rabm Manufacture, Revision 2020 Drex,ol Metals. Inc. Calegoryi Roofing Subcategory: metal floating compliance Method: E'al.aflan Report from a Registar,dArch fact or a Lican acd I Profess wIl Engines, F4176711-HR Prool S" 0 umpor Qr Ma I Systems Florida Departmerit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail �n, a _0 El"Ity 0 Contact E-i,,,, & U-nes Validated BIr JasitInShoma'a Za0my R. Priest Looks B.-tdh P.E, (no2) rol i PE_74021 (3341 3ol jahurn.tood-oret.c.. "g. 1 a 1 VW21021 Vall. Data Data Poidino Dw. Vauci Submitted FBC Approval Aduar-al Status (18110,2020 OW912020 OB12012D20 I Oil M020 Approved Quality Assurance Approved for Use Approwd for Use IMD491 Design Product 005t[1101011 Corctrml allon Date In HVRZ Oul HVHZ Resistant prears.'s DRAC10019S, DMC 150,9,9,E)MC 175S� DMC20O& 12=25 Yes Me MIA 101-180 DKIC 5V Florida Department of Bull & Professional Regulation Building Codes and -Standards Product Approval Application Detail Pags2cl 31arx2c code Entity a 2a Data Date Panel Data T` a. version Manufacturer contect lancina. & Livans. Validated By Validated Submitted FIRC Acdal Add- Slado. R 2020 Thermai Corporation Steve Jaspenew Lyndon F- Schmidt, P.E_ Ryan J. King. P. E. D411512021 l2J3lt2020 W22J2021 DO/GaV2021 Appr-d Cati,gary: Exterior Doors 1800) 843-t`628 PE-43409 Cal 3) 76T-6565 subcategory; 9*1tiging Exterior Door Assemblies ejaSperson(DthermstrUc Compliance Method: Evaluation Report from a am F1 ends Regiatened Architect or a Ul Florida F,rofessional Engineer FLOM4111,95 pradvit. opality A,prd-d far Us, Approved for Liy me.t D,ew, S_;e Moralizer , Name ispeducit D-Ciptic Carli-salz on Ue in HVRZ Outside H R'stistart pressure I !!11he 1ru'llber-Classit, ad Sr .. th-Ser S Nominal 68,.#39:6 8qUo( mpact8qljoi: Opaque 12�MtL No Y.a Yse N(A Canniest. Edge Filearti- Ssogta Dow (lrs.ngiOuts,A,9: X calfiguration) 2 b, r,armeT,� Fhas-0-1. ad S-.th-St.r Norronal 6&939;B &qucd;mpad&quoz; Opaque 1MV20213 No Y., Y.s N(A Castanets Edge Filtuerghas ShpW Dow �rth Side I'l OnswingiDurta-Wng: XO, OX or OXO config-tions) 3 c Therone-Tru Filear-Oassic and Smoodf-Star Morrunal Ol 9quotlerpect3quot. Opaque 1215-1120213 No Yes Yea NIA 4 d. 7oahn._Tnu File-Ch-c and Smoolh,St., 5 .. Th.-I-Th, Ph-CII and Smooh-St., 6 f. Thernna-Tru Fiber-Classio and Smanth-Star I Cl. Toaam.-Th� Flit-Clemc and Shrooth-Sta, a th. 'Themna.To, Faw-Classic and St-mm-Star 9 1 Therril Fiber-Cla-I and Soloach-Ster 10 J, Thentme-7ru Fiber-Clasel, and 5mcwh-St,r 11 1. Th-e-7h, I'llb-Cl.seld and eirruboth-Stre, 12 1 Pherma-rru Fiber-Olassid and Smooth -Star 13 m, Therma-Tru, Filb-Cl,se, end B000th-Se, 14 n. 71hems.-Tra Filcer-CIVessic and Sroodr-Shr 15 o� Thorms-Tru Filder-Cfessic and Smoath-Stcsr 16 Cr Th.-T,u Finer-Clasve ad Shroath-Sta, 17 q. Th,..Trn Fib -Classic and Sornoth-Star composite Edge Fileenji.as Daub. Door Rith or vItnout Skelites III glout-l"" XX " OXXO Mgh nations) Nothiner 6'0 &.quat;Imp9daql opaque iMI)2026 No Yea yee N/A Composite Edge Fitegtise SJogle, Do., (lo-loglous.1 ag: X 'oog-two wounine, 8'0 opaq- i213lnO2E No Y.a Y�s N/A C-posill Edge Fiberglass SiagJ� Dlorwith sdallf'oo if-ing/Cus.ing; XO, OX w OXO confil 1) Nominal "419;0 Inl/2026 No Y. Y. MIA Composite Edge Fiberglass Doubt- D.-ith r �va' doi stelites (lnetrg1Out%,Ah9: XX or OXKO cenfil I) ,lannina 6&939:8 GI...d IM112026 Me Yes Yea MIA Composts Edge FitergI., Single Odd, it (Insvingloutawl"; X tontgumton) Nomin.] 6&#39:8 9quatimptuctI Glued 1213112026 Me Yes Y.� NIA Composite Edge Fiber" Single DoerwUn Sidelhi(It) ina-mingiOutsvil,g: XO, OXw OXO configurational 1-Inal 69039;8 &qum:mpadt8-.qut-GCuod iW-1t2026 No yea Yea MIA CwrP. Its Edge Fiberglass Double 0-11t, or �Ithout`Eldefltee JlRgJOutog: XX or CXKO configurations] N-Inci 89,439 ;0 &1Pc1:mP..t&ql Glac.d IMU2026 No yea Yes, N/A Composite Edge FlbffglasSlngI, Do., ronliguranoro Mw�nsl 8&#M;Q "mpuu,i&ql GI -sal i2f3112026 A. Y. yes NIA Composite Edge Fibergra-Sihiie DoorVkh Sid.11h dnewIngtOutswIng: XG, OX or OKO Nomfe] 89#39;D&.quot:Impaat&qut rl..d IMI,i2026 No yas� Yes MIA Cor-Roaal'. Edge FRIOgi.es �Ide D.-Ith or ,,kh..t Sidelites (InsmanglOul XXor O)OCO configurations) Nominal 6&a3aia &quat;ftnpec�qual; Glued i2nil/2026 No ya� Yes N/A M.Id'd Open Composite Edge Fibegics, Oil Door flo-Inglouce..ing; X Cgunaton) Nc;mJnBl 68#39,8 &quoi:Irnpadt&quot, Glued IMInD26 No 'fice Y. NIA Molded Open Composts Edge Rterglass 811191d Door sith Glued Wind Open sdallb, let �Inzelngo)urts.iag; XC, OX ar- OXO c-eg."ll.") Nominal 68#3' �8 &q.orkbadliquot; (31-od 12J3112026 No -Y.s y" N/A Mall Open Composite Edge Fiberglass Doeir. Door %#Ah ormithout Glued Voided OW Sidefirtes �InWCg(Oupsv,yIng1 XX or OXXQ configurations) N-I,al 111111�," ""'wIrnipactacl Opaque IMV2026 No Yes Y�, MIA .-P..". Ed,. F berglass Single DWlth Molded Op"r sdv�ll ths%logIOUsI XO. OX or OXO -fige numne) a 6#39Z opaque IMIJ2026 No yes, Yes MIA Composite Edge Fiberglass Ddiitie Qowviith or withoutGazed Melded Open Sidailtas �InswIngrOulsivAng; XX or OXXO configushans) Florida Department of Business & Professional Regulation Building Cocks and Standards Product Approval Application Detail pses I el UN2021 code Enaty or DWI Date Data Pending data TY112 vwakm M.R.strion., Owntet Emsma,ar & Licame, v4didamd sa Validated Submitted FRC Approval Amccuryisl maos Re,islon 2020 PST In dustrlo$ Jens R osovniki Harril BCCO - CER Mi-i-Dade QCoQ - VAL 1111912020 lOf2fW2020 11124122020 Appr-d cza.gary: E-1-oders; (041) 4as-0100 <786) 31 -2,90 subCal Siding rztemr Dow Assemblies jr-skl@pgritindustralso Compliam.. Method: C."i -tion Van, w I-saing am FL#Ziil-K33 Products Quality AstUrwid, Approwd-rar Use Apprayead far U.. lul D,,Wn ""Ib- Name P,.&,t Doacripticu, -antledc F.Pirefil- out. In HVHZ out.1da HvHZ Resistant Poses - =11*gIlll Large Missile Impact) Viny steins Glass Door 0,V14J2021 yas Yea ys� MIA 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 for which you are applying for a Category/Subcategory Manufacturer P rodu ct De scri pti on 'Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm iFiber-Classic A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL20461A +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL1 5332� 5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248. 11 + 34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 713012025 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 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NA 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60�0/-60.0 psf 4/312023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.G psf 711512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL1 5272A - FL1 5272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 + 54.2/-54.2 psf 7/3012023 C . OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 _GAF B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29/2023 Pivalass USA, Inc. (for Tile Roo� POLYSTICK 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 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 F1 215803 NIA 12/31/2024 Lomanco, Inc DA�4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DIVIC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999. 1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates F! 2197A - F1 2197,5 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 NA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/2512024 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 emblies Florida Department of Business& Professional Regulation Page 1 of 3 Building Codes and Standards 10022 Product Approval Application Detail 3S� Colette T-e versic ManyFaclorg Entibro Contac Engineer & ucense Validated Date Me Pendiriv villidated s&.1. C Approval status Ra,,ission 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E_ Ryon J King, P.E_ 07/2312020 07,112i2a: W2Gt2020 101 3/2020 Approved Category: Exterior Doors SulhWe o : SW i Ex:terior Door (800) 843-7528 PE-4340� (813) 76T-6555 sjosperson@therinngtru co g , IRS mil Compliance WWI: Fvaluatdorl Report from a on Flovida Registered Ancraset of a Licensed Florida Professional Engineer FL*20470-RS prodU C= Cj��aba AconervadfirCrUa^McurevedforUse Is Sao Prod LaCt Model, Milan bar Car Name Product DeSerl ption in Hl CAJ_Q1I1deHVHZ 1 si� Th.orn.-Tro Filber-rlasso and 6noccoth-Sts, Nom�na[6'8&quot:lmpact&cluot Opaque 12/3112022 Y- Ye. Composite Edge FiIbeigoics, Single, Door (I AnS/Ou1sy,6ng; X canfig�rzhian I 2 b. Therma-Tru Fiber-Clagsic and Smooth-Ster Nominal 8W$9:13 aquotImpact&CIont, Opaque 1213112022 Yes, Y S Composite Edge Fiberglass Single Doorvith Sol (lostoingloutawng: XO, OXor OX0 'a configurations) J% 3 rt.Therma-Tru I'llber-Classlo and Smooth -Star N m]nal69430�6"Impact&quo1 Opaque 12,3112022 Yes Yda cc amposileEdge Fiberglass Double Doo-ith or Wthtti.rt Sil (hnW)Ih,gIOUt!,vIng XX or OXX0 2* ochtfigurarticits.) 4 cl, Thertme-TrU I'lle-Clasele and Smooth -Star Nominal 8&939,0 &cIuot;Impact&cIuol: op2que 12f3l/2022 Yes Ye. 1. Composite Edg Fiberglass Single D 0 evArigif0in-ing; X configunti-o) t 5 a. Theorom-T,� Fib-Ol.asio and Smooth -See, Nominal B&,92Iro %quotlrhpact&q.at� Opq.. 12J31/2022 Y_ Ye. a) AM CORP he Edge Fiberglass Single Door With oa Sidelit"(si) �l-roffg/Outsviing: XO. OX or OXO -ifigmsitio's) C= 51 f. Ther-Tou Filb-Cl.ssic shot Smool Nominal 8&939;0 &qUotmeemquot Opaque 12113112022 Yea YeS Compe"its Edge Fiberglass Double Door Win or ,ith..t Sidelites (Inewng)Cul XX or OXY0 E go C, configun.b.n.) T g. Therma-Tru Fib -Classic and Smaccith-Star N.mIrm 16' 8 &qU0t.lRqu2ct&quct Glazed 1213112022 Y.,z ya. NfA C.mp,daitss Edge Fiberglass Single Donor (Inswriglood'in"; Xconfiguramort) 8 h. Thornhill I'llb-Clatsaic, and Smooth -Star Nominal 6&#39,8 &quot lmpact&quGt, Glued 1n1t2022 YaS yes Y.S NIA Composite Edge Fibegiss. Single Dcorrith Sidl (Inswrig/cutsv'Ang; XO, OX of OX0 configurations) 9 i Therma-Tru Fliber-Classic: and Smooth -Star Nominal 6'8 "lmpact&qucq. Glued 12/3112022 Y.. Yea Yes NIA Composite Edge I'llerglass, Double Door vAth or without Sidelifiess (Irh;,Ang/OutsYin9: XXOr OXX0 configurations) 10 Thernma-Tru Fbet-Clatissic and Smooth -Star Nominal 8&#3g;0 "ImRact&quc4: Glazed 12)51=22 Yes Yea Yea NIA Composite Edge Fiberglass Single Door (I naWing/Out-ing; X -figuraii-) I I k. Therroo-Tru Fliper-Clonic and Smoullb-Ster Nominal 8&,439:0 Iquotjmfuml Glazed 1213112022 Yes Yes, Yes NIA Composite Edge Fiberglam Single DoorAth Sclehlrefs) (InavInciiOutsvving, XO, OX or 0X0 configurations) 12 t. Thermal-Tru Fiber-Clatarsio and Smooth-Sbar Nominal BUZ9;0 0 ussd 1213112022 Yes Y.. Y.. NI Composite Edge Fiberglass, Double Door Wth Without Sidelites (I�int;/Outawirkq, XX or O)C(0 configurations) 13 no The-Tru FlIber-CI.Cesic: and Strhcoth-Sa, Ncmln2[ 6&#39lS &quot.lmpuect&quot Opaque 1 MI 12022 Yes Yea Yes NIA Compoele Edge Fiberglass, Single Door vAth &qu.t;NonImp..t&qu.t; Sldsillta,(s) (I r avAinglOotevAng; XO, OX ., OX0 c_fig urations) 14 R. Th.mut-Tr. l9lb-Claussio and Sooth-St., Nominal 61 &qLx,1,,mdctct&quot: Opaque 12J31=2 Yas Y- yet N/A Composite Edg , a FlIb.1gi-s Dou bla, Door ith "NoR-1mpaot&quot: Sidelites (IneWng/OvI OXXO configuration) 15 o. Thermal-Tru Fibisr-Classi. and Serricatch-Staff Now', W�9 0 &quot:mpact&qucq; Opaque 12�3112022 Y_ Yea Yea NiA Composite Edge Fiberglass Single Door Wth &qu otspl.ri-Imp.ditcu.t� Sid.lil (In."ingfOucoving; XO, OX orOXCiconfigundfors.) 18 le. Thermm�Tru Fber�Glasslc and Smooth -Star Nominal 8&939,0 aquicit'impRomquat. opaq- 1213IJ2022 Yes Yes. Ye. NfA _"po'he Edge Fiberglass Dooldle Door with "N_b`psot&q.oh; SJC1.1it.. OXXO -figuratil 17 q. Thevi-T,. Filb.,Cl.oci. and Enow,thi Nominal a&gSg�8 &quot: Non-Imp2Ct&qL(±. Opaque 12JS112022 Yee Yes, No NfA Composite Edge FibeigI.s. Single D (InawmgfOurl X d-figurall 1 Thernics-Tru Filber-Clauseit, and Smooth-Ster N chrinal ait#39,8 &quotNcm-ImpCsat3quot Opaque 1 W1 f2022 Y'S Yea No NFA Composite Etc Fiberglass Single Door -th SIdelb"(s) (InsiviinglOulevong; XO, OX or OX0 -fig "tions) 19 a, Thernme-Tro Fiber-Classio and Smouth-Star N-inal 6'B&quot,.NCCn-Impedt&qUot; Opaque 1213112022 Y.s Y_ No NIA Compost. Edge Fiberglass Double Door Wth or Wthout Sideffles (InsMnVIOub-Ing. XX or OXXO conflijunsfions) 20 t Thermat-Tru Fioerla,ssio end Son-th-Sts, IN mioal6&P39:08quot.Non-impact"I)paque 1W112022 yea Yea No NIA Composite Edge Fiberglass Single Door (In-iing/Ourb-ing; X c-figumion) 21 u. Therma-Tru Fiber-Classio and Smooth-Stsur Nominal 8'0 RquotNoul-Impzrt&qul Opaque 12/3112022 Ye. Yes No NIA Compostle Edge Fiborgas� Single DoolWth Sol (InshonglOulewrig, XO, OXor OXO colfiounstori 22 Y The- Tn. Filb-Cl-i-al Sm-th-Sta, Nominal 8&939;0 Op-q- 12131/2022 Yess Yea, No WA _omposifte Edge Fiberglass Double Door "Ath or without Sil inswing/Ourtswing: >C(or OXXO configumet.n.) 23 w Thimil Ficer-Classic and Smi-th-Star Nomin 'I s&#S9;8 8xN-1;NI Impeat&clucit; Gated 12/3112022 Yes Yee No MIA Composite Edge FiberglIcas, Single Door f1riswogioutravving: XconfigLoater) 24 x-Therma-Trul'ib-Clasteki and Smooth -Star Nominal 8&#39:8 "Non-Ihfpad&quct; Glazed 12131=22 Y_ Yes No NIA Conn posifte Edge Fiberglass Single Doorwith Sde[ ba(s) (I nsW rg/Oul ng. XO. OX or OXO 001figUnnims) 25 y- T herm2 Tru FI bar.Classlo and Smooth-Sta r Nominal 6&439;8 "Non-lmpQdt&ql Glazed 12131/2022 yes, Yes No MIA Compo"Ite Edge Fiberglass; Double Door With or 'Athcort Sidel thes (InswingiOutswing; XX or, OXXO frSurati.m.) 26 Z_ Thisfirti-TN Fibar-Cl.sai-od Sm-th-Ster NcmR.I 6&439:0 Glued 12131 r2C22 Yea Yes No NIA Composite Ecige Fiberglass Single Door (In.wrigiOuteveng: X achfigunsubt,n) 27 ze. Therme-Tru Fiber-Clawic and Smocrth-Ster Nominal BU39;0 8quotNon-loopsect8quot; Glazed 12WI2022 Y_ Y_ No NIA Composite Edge Fiberglass Stogie Door %%rifilh Sidelite(s) � naWnS/Outstwing: XO: OX or CXO comfiguo,itions,) 28 A. Therma-Tru Fiber-Claessic and Smooth-8tor Nominal 8&939;0 liquotNon-lorthadiSq uot; Glazed 1213112022 Y_ YcS No NIA Comptnelt. Edge Filbergle.. Double Door Wth or without Sidelites. (InsvingfCtttavvinlgr XX or OXXO configurations) Code 2:41d Version silanuff2ctonar R.,Aei.R 2020 MI Wnd-s and Doors Category: Exterlo, Door, Subcategory: Siding Exterill Dow Assemblies Compliance Ifiethocit Evaluation Report Core a Florida Rest t ... ClAnchr-tor. U-sedIFI.Nd. Pmr-1-1 Engl Product Model. Number or Name 1 SERIES 420ALUMINUM SGID 2 SERIES 420ALUMINUM SGO 3 SERIES 420AUUMINUM SGD REINFORCED 4 SERIES 420AILUMNUM SGD REINFORCED 5 SERIES 420ALUMINUM SGD REINFORCEO Code 71 Version litanufastuntr R.0aert 2D20 Wyra-Dallon, a division of0vamead Door co,porsuit, Category: 1211.0., Does SubC.I.g.ry! Sectional E.tn., D-Assambli- C:.mpii-. "N'th"! Evaluation Rsipxt from . Fouid. Registered Architect or . Limsed Fields P nolassioned Engineer FL#8248-RZO Products ae'" PrGdW Model. NUCallieff or Name 3 6000/81OM200 #1105 10 8000/810018200 #1123 it 80001810018200 #1124 Florida Department of BusiI Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Cchnd�at Enoinypr& License Brent Burger Luis Roberto Lomas (TV) 365-3300 PE_82514 berthrigangtrihad-corn lamduot DQexCrhAI0 SERIES 420 ALUMINUM SGD OXO 145 314,�Ctudt:x8ftti NON -REINFORCED SERIES 420 ALUMINUM SGD OX XO. XK euq-d`;xadl NON -REINFORCED SERIES 420 ALUMINUM SGE) REINFORCED DKO 145. 3/4&qrm1:x95&.ql SERIES 420 ALUMINUM SGD REINFORCED OY XO,XX96&quorxS6" SERIES 420 ALUMINUM OrD RLINFORCED XXX l43&qudLKs6&,qud� page i of2 1)51ZD21 owe Date Dee. Peredl II Valrell Rv V,Iidi Submitted FBC Approval Approved status Steven M. Ul PE 1 OM612020 10108dIo2a 10.119M20 12M�020 Appneved f1l 7) 317-8454 Quality Assurance Approwdforkse Approveal far Ul Impact creation cienfinatt lExplimillon Pat. In HVHZ ouall I1v4Z Resistant Pressure I M112024 No Yea No NIA 12r3l/2024 No yas No N/A IMA!2024 No ytts� No N/A 1 Mif2024 No Yes No NIA 12131!2024 No yas No NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail real. I of 2 IM12021 Brute , 050. We Det. P-din, III contla reeh- & LJa.-. Validated BV Uterrittsd Fad Appreaval Approved 47talus, 0-yru, Keiah J on. E. Seat- Jeffrey P Arlosson, P E, l Oil 2)2D20 D9r29r2O2O 10,2312020 121W2020 APPrwod (330) 763-8121 PE-W37 (904) 821-5200 dk.m shQ wayne-da ItM,c am Quality Asnermc, Approved for Use Acher-c! far us, I-ext Il Product Desscritatiou contract Explosion Date In HvHz Hv Outaid H4 lit"Isdart Pressure D&#31i; Ms. Il 1 403S: M. height. GII l213l,202a No 1: , yes -31XW-35.00 available In top ot� Intermediate section. 16MR. Macmil,ift 148439r. Max, height Glazing IV3112023 No Y., Yes -3ocuf-33.50 avililablen top or intermediate section. lbe-439: Max vijdth, 148#39� Max height. Glataing 1213112D23 No Y. Y. a4 40/-3c,.30 a,all.ble In top a, intstmedlets sectim. Florida Department of Business & Professional Regulation Pagel 1 Building Codes and Standards Product Approval Application Detail Code Entilve, Data Dal. Pat. Pending Me ZX0 V-1cm Manufacturer CaRtect Enal & U.a... Vaiulalt,d Il, Validated Submitted FSC A,, -,I Approved Stallau, R-isi,en 2020 Carries Division rAACI3, Ind. Tom Riatay ILL LLC 7roy Bishop, RE lZIV2020 IVW2020 12121=0 Appre,,ed category: ExI.nor Dows �5,11 , 494-, a,, i954) S47-0880 subcategory: Budder I Components loneft.y@.-stboy.r. complete. 19,11hod: Certification Mark a Using m Quality Assurance Approved for Us. Approved far Ust. Impact Design Sees Product Model. Nudi or Name Product Desterlicticu, contract Emirate. Date [a HVHZ Oulaid, HVHZ Resistant Pnessum 1 Bair, 707, ?27, T47, 75T, 777. and 847 Single end Pairs 0 Pe sh. Glu.0 � and L ...... d! single and pairs or IM112025 YCI, Yes Y., N/A Cow, Irciflow metal doom. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 of 7 Code EntIcy Date Do. Data Pending chat. -P, 'ifersitut Manufacturer Enemas, & Loonse Validated Bv Wdelsol Submitted FBC Approval Amp -tad St.h.s. R.vtsi.n 2020 MI VVind-s and I)Qors Brant sitilrigor Atlantan Architecture] Steven M. U.h. PE I III ?�21)20 1111712020 1112712020 Approved Category: Windows 171 T) 300-3300 manufacturers Assciation (717) 317-8454 IrubCalegarr. Single Hung hsltIi.q.qQ_m[id,dh, C.mplt.*e Method: Certification M.0, a Liating Coach, Ase-Cue. Ancre-ved fc�r Uae A,,r,v,d far Us, Impact Deal,, Modal, Number or Natme Product oteerlptcut Comraft r Lon Data In HVHZ outsell 14VHZ Resistant Pressure 2 1 52x72 FIVRenge Frame lGfSG Single Hung 023 No Yea 1 OV No 601-60 Laminated Glass C_ U) ID > 0 CL 0 0 CU C-) -0 Q) 6 (1) -0 Q _0 = 0 2 -2 -0 (5 M C13 LL %+.- 0 CU > Ln Cn E CU 2 CDL CU -0 -.I.- co c- < Z Z W mi C_ co CC > 0 < 0 0 L_ 0- U) M < CL W < Z a_ SHEET NO. PA 1.0- I -jFT-- IF , I I I I IL I I I I ;, I I , I I I, I it I I 13L1 ]"It LIj " " lhlh�'"L' ' � 1 I'l 1 11 L d ILI 11 ' ' M 'F - I I I I j I - I I I -P-0 (1) (1) = - E Florida Department of Business & Professional Regulation PagslB of 9 Florida Department of Business & Professional Regulation Feast of I Florida Department of Business & Professional Regulation pace I of I Florida [)apartment of Business &Professional Regulation P.g.1 ci ICU (D 0 Building Codes and Standards 112512022 Building Codes and Standards iFd2021 Building Codes and Standards VS12021 Building Codes and Standards � I U2021 0 > = (1) 0 .1-0 = Product Approval Application Detall Product APPICIVIII Application Detail Product Approval Application Detail Product Approval Application Detail q0I L_ L- = _0 .- - I kiaj � - (1) CL 0 _'N.1.%.'A'1X& --I 'L�',. w '�' "�'.L "it ' "- N,%""'� �;",��,�",�,�,�l",��ll"�,,'�.,,A'�'%��I - , ,�"'�p � 1- - " i� ,11,11 "; " '�!."N'.'j"'W 111� I �� " � , _W , J�' ' " - CL 0 " I I 1c' � __ 11, _;�!'Ur' i,�Olt - , , _'', .- '� �7e�. (D ., I 1 I '�Z' ,L, A �i! , , , , - - I � , ni- Code Entity Q Date 291e Date Pend Ing Date - 11 ... code Entliv or ,,,--i�-1111'r-,,-�1-11,�-,��"I �� -1-1-1- - I "" -Z,mm = CU -0 0- Twe Version Manufacturer Contact Emaitheer &I-icemse Validated 13 Validated Submitted REID Approval Apyraviscl 5tatu Col. Enuffee - _CW_- -DO-. Data Pessedlin, RRI code Entity or 2& Date owe Pending Dare Date Data = . - ali:� D a Pend R-iai.n 2020 Thermai C.,p.rabom Sb- Jasper- Lyndon F. Schnibi. P. E Ryan J. King. P.E. 1 U0712021 Dart W2021 10113M21 12y15J2021 Appi- ... d Tape vendw Manufacturer Contact engineer & Udemse validated By Validated -summilied Fli Approyal Approved Shatu. ZYM Version Memurfacttans, Counted ER,iR,,r& Liaser- Validated 81 Validated Submitted F9C Armamwil Anchavilud Status Tv- Viarcipar, Mairarfad.irser C,Na,t End- a, License Validated Ise Validated th. F I . 0 ilaftes -4.- (D 6 Category. Exterior Do- �800) t43-7621s PE43409 (813) 767-6555 Affl-ahm ZD20 PGTinduatries Jans R-alki 11,11-4-10sch, IaCCO - DEE Mi.mli 5CCC, - VAL 1110512020 i1P512020 11iJ112020 Approved Ra,vial., 2020 MI Witiloas and Doors street Sinniger Amer,am Architectural Steven M. union, RE 10MI]aZarl 10136a(al) 10MR/2020 Approvad Revision 2020 Mi WI and Doors Brant Stringer Ani An.hiffadinoal Steven Id. Urich, RE 1 V22/2020 11=0Ddid" Ila .-lic,pir-d 0) 0 _1Z U) . - Subcategory: 6wriging abi DoRr Asseml sjaspersenCtriarmatru.co Cisaiji Wind.- (941)485-010D (786) 315-25H Category: Windows (T17) 365-3300 RnmurfeeturersAascontill- f7`17) 317-8454 Category: Winclasha (717) 385-330a Isliari ..... Pasooli [717) 317-84n4 _= Compliance Method: Evaluation Restpurtfroms. In Subcategory: angle Hung jrdawsKQpgiIndw9ari Subcategory: Herizontaladear osiffinger@miked.corin isubCadegerf. Fixed b,1tlhrg�hP,d_conR . = LLJ (1) -0 0 1, Compliance Method: riartification Mark or- Listing _= cz -0 -0 F bride Registered Architect or a Licensed Flordis Compliance shared: Certification Mi or Listing .m compliance Method: Certification Mark or Listing = 6 Ii ,_ C= 0 0 - = a) Professional Engineer ""$-R28 Produot FL#15331-RUIPraduclai Fjj#lj5U9Rl4 Products _q = CM. ce� = L_ FL#20461.R7 Products Qualill As.larane, Antooesdi-thus ArRoround for, Us, Iri Deal- Quality Assurance Appirci for U. Approved far Use Impact Design, ousi Assurance Almr-Ificirluse, A,,,,,d far Us, jujitidd- 0 C-D C-4 0 0- = 0 3: " Quality A,,,,n eq Approyedfortuse ADoneyed1lortilse Impact Desirrin 'I"a A Product Model. Number c, Name Product Desediation Contract Expiration Me In HVHZ Outside HVH R.alsi Pressure a-- A Prod.dt wed.l. Numbers, tharres Contract r-hrall- WIG 1, HVHZ oi I4VHz Resistant Pressure $-a Is Prollug Model. Number or Net% Prodi DesCrIal Cortrato Expiration gets 11, KvHZ ut V Reshatil., _._P-.�! = S-9 III Product Model, Number or Name Product Description Contract Expiration Date in HVI4Z Outside HVHZ Resistant Pressure 2 8H5soa (Large Missile mp,ct) Wry! Sing[. )4ung W,,d- G7.O0Q025 Yes Yes Yes NJA I HS 188 Fir, arid 11-cre Fr-. 7SA2 I re.lised Glass 02/IM024 No Yes No -551-55 1 1 IS PW 73 � 72 Insulivi Glass, 04/03/2023 No NotQ-) CCU= - = - 0 Li- - u) _= C�4 = M -4-I" M 1 a. Thermi Fiber-Creask, and Smooth -Star Nominal 8i&#3e:8 &qLct�Non-Impaovtci Opaque 12y3l/2022 No Yes No i IA 11 C= cc 0 16+_ C.4 - Composite Edge Fiberglass Single Door -x - �x: M C) > (Inswing/OutevAng: X configuration) 3; 2 W (1) 0 - = L_ 2 b, Thermi Fiber-Caussic and Smcoth-Star Nominal 5a#3SS &qvo1rNcn-Impaot" Opaque 12nif2022 No Yes No Ni .= W -0 E 2 ComposNeEcigre FileghtesSingle Doorwith .2! CE2- (3) L_ Sici (Inswing/OulbivAng: XO, OX or OXO :1" C' _= = Cn CL ovinfigli-in.ficin.) W W := - - U) li M 0_ 3 c. Therni Filber�Clasac and Smooth -Star Nominal 38ail &quotrNon-Impaidgi Opaque 1213112022 No Yes No NfA 1= :3: cc C M _60 - 3: - Fiberglass Composite Edge Double Door with a ; . = < Wthout Sidelites (InewingsOutevang: XXor O)O',O Cc . e C13 _= � -0 - W = i". U CID configurations) - 4 d. Theirmai Filber-asser, and Sm.opi-Ster Nominal 7&#3lgCi 8quotNon-Impect" Opaque 1213V2022 No Yes No NiA W 5 = Ccinnipto.h. Edge Fiberglass Single Do. =' = .;;-- 7;7- (I "Wrig(Outswing; Xconfiguration) I--," U, ,a = 5 a Thermi Fliber-Claosic, and Smooth -Star ZNmfnal 7'0 &qmf,Nor-Imoac4&quot, Opaque I 2131f2022 No Yes No N/A = E I "Postre, Edge Fiberglass Single Doorwith 2 0 Sidelise(s) (InswirgiOutsuArg: XO, OX a OXO - W nfiguratIclia) - 6 f. Thermi Flier -Classic and Smooth -Star Nominal 8C) &cluottlon-Impecolqui Opaque 12Z112022 NO Yes No N/A Florida Department of Business & Professional Regulation P.S. I &I Florida Department of Business & Professional Regulation page I d I Florida Department of Business & Professional Regulation 2�1 at Composite Edge Fiberglass Single Door Building Codes and Standards I(5a)21 Building Codes and Standards 15J2021 Building Codes and Standards lhoi (Inswing[Outswirri X configuration) 0 7 g, Thermai Fibar-Classic and Smoeth-Star Nominal Sa#39;Q 6quot.Non-Impeecilquok Opaque 1215112022 No Yes No N/A Composite Edge Fiberglass Single Doci Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail SidsI (In-AinglOh.swing; XC, OX or OX0 - configurations) -' I - �� - '-'M� -"' , 8 h, Thermai Fiber-Classio and S'nsoctin-Star Nominal 8&#ag;O &quctNon-Impact8i Opaque 12131i2022 No Yes No NIA 1, h - -I' I ` � * 'N "I 11 , __ - - I I Composite Edge Fibergescs Double Docirwith or Code Erune, .' Data Data Dat. Randall, De" 92i Enfli [We Data Ped, pillhathrat Dot. Code lardite or Data Data Cam Porl i Wthout SldaHbes (InswinglOutinoving; XX or DXXQ I'Ves V'rsibc lcramui ... Contact Eturim., 9 1.1-a Validated Iss, Validated si.therii FED Anci-I Approved stsub". 'n'.. Veralcart Manufacturer, Conrad l5nefins. & upsets validsited Iss Validated submitted FSC Approval Approve Ida TV 00 ver"lon Manufacturer Contact Snalneer & License validated py Validated submitted FSC Approve] App-d star.. configurations) 9 I. Tintarmi Fiblar-Clauicard Smooth -Star Nominal 5a#s9:8 &quortNon-Impecti Gisized 12131 i2022 No Yes No MIA Affirmation 2020 POT Ind-th- Jers R.-.ckf Miami -Dad, 9CCO - DER Mani 3CCO � VAL 1IRMON 11,0512020 1111112020 Appro,tol Review 2020 Mi Arind- and Doors Brent ai Luis R Lorn.s. RE Reven M. Llrlch. RE I O)G812020 10106M20 10,19no2o 1211612020 Approved Affirmation 2D20 PGT Industries J.Rs R.-i uliilmj�Q.d. ECCO - CER Mirmli ECCO - VAL I 1MI2020 11105)2020 11/1112020 Apiproual Ccimposit. Edge Fiberglass Single Door C.tegi Wri (9413486,0101) �786) 315-2590 Cidii Wii (717) 365-3300 PE-62514 (717)317,8454 C,sbagahi hand-s (941)485-010D (780 315-2590 insWiriclautswini Xconligunation) Subcategory: R.ad jroaoc.k1@pgRind.smi suibc.legs.iii Mum- InsitlIngeromli S.Ipc.ahupciry: al jadQjggtmduai 10 J_ Thermi Fiber -Classic and Smooth -Star Nominal 6'8 &quot,Non-I mpactiliqui Glazed 12f510022 No Yes No N/A Compliancalti Cari Mark or Listing on, Compliance Method: Evaluation Report tom a C.mrska-Mathisel: Calli Mark o, Listing .mr compost. Edge Fiberglass Single Door eith Flocii Registered Architect ora Licanted Florida I sidel-wal (Inswrig/Outsi XO, OX or OXO FLA243.RZ4 Product P,cfe,aii Engineer FL02611.11113Produ -figun'tion') Quarta Aasu A--,d to, use A,c,,u,d her Us, ],,act Dess- Qualit, Assurance Approved fai Abarmidelfbirliss small Ch"Jon 11 k Thermi Fiber-Classid and Smooth-Ster Nominal S039:8 "Non-ImmaRct&qum Glazed 12r31W22 No Yes No NIA FL*15353,1115 Products Compoas[te, Edge Fiberglass Double Door vAth or Seca Pir.d.ot Moci Number a, liburria Product jkki doppri Contract Zimirefirm Dole I. i Outside HVH Resistant pirsissurs, ftil-0 Progi Miadi Number or Name Pnox4joill Description Concract Expiration care In MVI1Z Outside HVHZ Resistant Pressure Wthout Sidelites (InewrigiOuteving: XX or OXXO 5 PW�5520 Large Mli Imp.on phiny! Fli Wind.. 04/3DM23 yv, Yes Yes MIA Qui Assurance Arsimovadlei A-,-,d for Us, Impact 22%Wt 1 MullIche for All Doors n of Windows Aluminum Mali 05/26y20213 Yes Yes Yes NZA I configurations) � S-4 P,d,,t$A,d,l. Numb-Nere, Prod..' O'ceridtli Contract Faialralloo Mi. h, HVHZ outside HVHZ Resistant P 12 L Th.mi Fiber-Classicand S-th-Ste, Nominal 7'0 &quot,lirori mpactIlquot; Glazed 12151t2022 No Yes No NA 2 5784 V.6-1 'o Ininum Nuilhor, 1Wri No Yes Yes NVA Compparte �Eolge Fiberglass Single Door (InsvirngtOutsi X comfiguration) 13 . Thommi Filb-Cleass. and S-th-%.r Ncamintal 7&#39,0 &q.Rt;N.n-I.p--+2,q1,. Gl.i 12)310022 No Yes No NIA Composite Edge Fiberglass Smgle Door Arth Side 're(s) (InsWing/Ouri XQ: OX or OXC configurations) 14 n. Thermi Filow-Classic, and Smmth.Stmr Nominal i "lMon-fierphispitilque� Glazed 1273IJ2022 No Yes No NVA Composite Edge Plberglass. Single Door (InhavilingfOutswrig Xconfigunstion) 15 D, Thermai Fiber-Clausaic, and Smooth -Star Nominal 89#39;0 �quat.Non-ImpacAquot Glazed 126112022 No Yes No NA . Composite Edge Fiberglass Single Door with Side lfte�sl (Insveng/O.havanng: XC, OX or OXO P�g, 3 of4 configurations) Florida Department of Business & Professional Regulation P.O.1 at Florida Department: of Business & Professional Regulation Page 2.1' 2 Florida Department of Business & Professional Regulation 15 p. Thernisi Flider-Classic and Smooth -Star Nominal 8'0 "Non.Impect&qwt Glazed 12�31aQ22 No Yes No NA Building Codes and Standards 06RD21 Building Codes and Standards 10&2021 Building Codes and Standards MaQ23 Ccimpi Edge Fiberglass Double D.c, with or without Sidellbes (InswinglOutaimirg� XX or OXXC Product Approval Application Detail Product Approval Application Detail configurations) Product Approval Application Detail 17 q. Thermai Fber�Clias,id and Smootli Nominal 150al):8 &quotNon-I.padtsquoR,r Opaque 12/3V2022 No Yes No NA ..� ,� %�� ",'* -'-'�" '-1'-'-'1._ - - -*' ' , ;� " " ' �"* "i " ot - I Composite Edge Fiberglass SingLe Door with 54"41111d"IkTl�' ��F��IZI""-��F'��'�e",�7"!�I ,I _01'31'11"" I " "'�"' I '- � " ';�"' �3�;' " , , W W IT M7ANNE, k�.` t!t_�."r 4,'% V arg; ; , , gg zgm' , " -�'�' -, 'f"'� '.�"' � , y��.,��,�,�41wm��,�,�;-��,,��'R,��,,�"I'� ',"'a", , - � - , ` 1 , p,gw,g -'a,", .4 " ',� 70�d" ,I�.�"r.�,,,",-'�l-,,,,�,,�,!,.,Z.!--<-"- �i i, I- , -1 " �,-�-,,-,�,�r-4,�,,�,�,��"""-""��,7"!?"��,��',�,�,�,�.�,,,-��,,z,�,,,�,,,�,,�r,�, ."'w'-somei ,,, 'M - - ',�' � � � _� , " r '�4 gD, "; , 't 'g� , __ '� , ;tp '! .1 - az � , , , " � , , �, ,_ � , `�'w_� 1,1sWGi Transom i1rawngiOutsi OIXclonfigoriation) , - j 'o - - � iQ - � MN A d� �"""." V r_'!i2� - - , _-A'_ ol, M, 1. - _0_ _ �� is r. Therna-Tru Piber-Classio and Smooth -Star Nominal 68#ag;8&quim;Non-Imdact&quot Opaque 12131 �2022 No Yes No NIA code Entity or Data Date Dato Pending Dot. code Entity or Date Date Data Pending ])me Ced. rmi Date Dat a Date Istmolinta Pik Ccamp.ci Edge RibergIsme Single, D.-4th P-ovild set- Gii and Transom (InswingfrOesswing OiXO. mma Veasim Manufacturer Co..& Engineer a Usss- Validated Be vernal submitted FBC;Ammvai A ...... d Star- ZX21 Wrision arlemda,tuner coolant Ened- & License validated Sa Validated submitted FBC Apeacyal Acar-ed ,status TVP- V ... run manufacturer Frairre's & License Validated Pe Virtili submitted FEC A,r,e,l CfOX or OIOXO comfigureflords) . Revision 2020 Jsm. Hardie Building Products. In, Dined aei V� Ai Tain John Scuffled. RE, 01/0512021 12M42020 01J0612021 dhig FEC Appr. Rei 2020 Ali Nick Thompson Lyndon F. Select. P.E. Ry.R J King, P.E. 02A�ai)21 02115/2021 =Z'2021 04113/2021 Approved Revision 2020 OAF Michael Stich Robert Hicrijuen John W. Knezeyich. RE 12119a022 12i17/2022 12QU2022 02MV2023 Approved 19 ., Thleirme-Tru Filb-Classic and Smo.th-St�, Nominal 6M39:8&qwtNon-1mpac,t" Opeclue 1213112022 No Yes No N)A Category: Perot walls (Mg) 545-8350 PE-S1662 �352) m7-252S Category: Panel Wels t330) 922-23(h) PE-434(ig ti 7137-5555 Category: Radfing (BOD)766-2411 PE-59156 (F,54) 72-13224 Composite Edge Fiberglass Single Door, with subcategory: airing oh.c.,lored,@i-shard ltuldCateu.irr. Soffits 'th_ps_@.1'id'. SuleCategoty: AsprIelt,91-ingles Inalishop.f.- Sidisiri (IR.vARg1O.cwA.q. XO, OX or CXO Compliance hilethod: Evaluation Report from a - C.RPIN-fil.fli E-luation Report fr- . Comptlanceirlethod: Evaluation Reportfrom a mi Continuous Head and &it configurations) Honda Registered Architecture Ucanasid Florida Florida Repl,teredA,chhect.r. Licensed Florida Pierce R.SlrounedArdri or . U..Resd Florida 20 t. Thermi Fiter-Classic and Smooth -Star Nominal 8'0 &quc�Non-Impaet&ci Opaque 1213112022 No Yes No NIA Prefies5lorol Engines, Proffessforail E�Ijnusr P,de,cildrual Engineer Composite Edge Fiberglass Single Door with Sidi (I nevving/Outswing XO. OX or OX0 I'L#131i Pr.di,iel, F1,01,5272-95 Products Fluslilli Prodti Continuous Head and Sill configunstro-) QuallrivAssurculde Appim-crolitl fiorisrayod for Use Impasi Design 0-lita Aissimance Aa,-d for Use Approved for U, triogot Dead- QualityArnsvinvi Approi for U. Approved for Uw Impact cleslan 21 ., Th.1-T. I'llp-Clogsi. and S-th-Stri Nominal 6&#39t8 &quctNon�ImpacI" Glazed 12r3112022 No Yes No NIA Sea A Product Model, Number or ham Product D-11i Contract Expiration Dale In Ffvmz Outside HVHZ Realsmi Pressure Set! 0 Product Model, Ni or team, Product D ... ripi Contract Exulrallo beft. In NVHZ Outside HVHZ Resistant Pressure slao Product Model, Number or Name Product Deserlpflon Contract Expiration Vi In hvtiz Ourtside HVHZ Resistant Pressure Composite Edge Fiberglass Single Door with - Sdelli (I nsvArgfOurtai XO, OX or OX0 1 Curni Lisp Siding riber-cement lap,iding IZ'3112023 Yes Yes MIA MIA 1 .. 6quor;2T&,qi Soffit Vent or Solici Sci 12131=23 No Yes No NA I GAFAsphaft Roof aninpl. for use in FaC rdlI Ficergissairchnifereed 3-tab, lummeted. 5-thatiand 12/lsa025 No Yes MIA MIA Continuous Head and Sill mirifigurstims) 2 HardePhink Lisp Sidirg 11b.-micit speldring 12,`�1/202� Yes Yes NA N;A 2 b. 8acust;Aliscre T4&qud; soffit Vent .,S.tld vii saflift l2f3laO23 No Yes 14. RUA jurledIctions Rai asphalt shingles 22 v. The rmc-T ru F ber -Classic a n d Smoot h-Sta r N.minel 8&#39:0&quct;Non-lmpad18qu.t GI ... d 12�3112022 No Yes No NIA 3 o. & coug:Gn,shilblar Mm. g. Beadediui Serfir: Vent or Sold vii sons 1213V202� No Yes No MIA Composite Edge Fiberglass Single Door with 4 d. aquot:D56couct; Soffit Vent or Sold Vii Soffit 12131QQ23 No Yes No NIA Sclalli (I R-ArgifOut.aimg: XO, OX or OXO 5 c. Rqu.:;Clueta, 0.1,&qvot; Soffit Vent or Sold Vinyl Soffit 12131=3 No Yes No MIA Continuous Head and Sill configurations) 6 f 8,uot:Sw,varSp.R&q..1: Wit Vent or Soil Vital War 12/31�202� No Yes No MIA 23 w Therrini Filber-Cli and Smooth -Star Nominal 6U898 itquot Non-Impact&qUot; Opaque 1213i/2022 No Yes No NIA I Compoi Edge Fiberglass Door Panels writ Vented Sdait.(.) (Iti-AngiCiube,hrig; XX XXX o,r Y-IM corrigunalmns) 24 x Ther"i Fiber-Cassid and Smooth -Star Nominal Si Squot;.Non-Impactiticuot, Opaque Qr3112022 No Yes No NIA Composite Edge Fiberglass Dwr Panels vain Vented Schelits(s) (Ins%orgiOut-ing; )DC XXX .' X)= config-t.n.) 25 y. Th.rmcI Fibi and Smooth-Sheir N.�i��16&932:8&q.��N.�-l�I.M&q.�t, Glia-d 12r3112022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidefire(s) Onsvvrg/Outa�mngr )O( X>CKor)O= Florida Department of Business & Professional Regulation page I of I Florida Depa ritimerift of Business & Professional Regulation page I of I Florida Departmerd of Business & Professional Regulation P.ge I of I config.fatiars) Builcring Codes and Standards lahsai Building Codes and Standards i &Z021 Building Codes and Standards i02021 213 z. Therma-Tru Fiber-Classo and Smooth -Star No minal 8i 0 &quot Non-t mi uot Glazed 12/3V2022 No Yes No Ni C. mpasithe i a Filbag Ism D PA Re 1. with Vented adelfie(s) (InavAhgJOubsw1ng. XX XXX or XXXX FroductApproval Application Detail Product Approval Application Detail Product Approval Application Detail dinnflig-rations) 27 za. Thermi Fiber -Classic and Smooth -Star Nomireal 6'8 &q-ot.N.n-lmp.dI" Glazed 12t3112022 No Yes No INIA �M-141�__ __ - - _11 0- 11 1M*711_.1__' _,'_," r', '','-"yj�%' - '111� . � � . �1111,c 'W�'___' 111''� -.',��"-_'-"�'_'� - �' iv Composite Edge Fibeg hass Single Door with 3' 0 �� -, . 11 _ '!�."'�;�'.�'.' _R_ �`�"�Y _�� '_ - - - Z I ... � 11 - 1, , - -�L _ Sidi (InswrigbOutswrig: XO. OX or OXO "I - ::: 11 - .' �� - .�' � I - `_RB ��'M'O;N' %_ '�� I.. _i��r�mm� configurations) C.& Entity or Ii Data Dist. bell Ate Code Entity d Dale Ded a Dars Pending Date Code Entity is Date Date plate Ramona Date 28 zb. Therma-Tru Fiber -Classic and Snncoth�Stsr Nominal 6'8 &quot:Non-Impapt&quot� Glazed IV5112022 No Yes No N/A T V..I.h M ... fact,,, contact Engfiri License Validated IN Validated Submitted FRC; Achanti Approve Aid.& 1111c. V-[,, Manufacturer crima't ER,i..,,& License Validated ft Validated submitted FBC Approval A, ... siad Status Type version Manufacturer Contact Engineer & Lt..-. Valli 5V Validated Surtanki F&C Approval Approved Status Crimp.lall. Edge rib.rgl.. Double Do., Will Revision 2020 TAMKQ Sa9drits Pri.di ILLC Kerr! Gda Robert Miami- John W. Kneesvich, RE 10JO412020 09129no2a 10AZ'2020 I �l aa(120 Approved Ravi -in 2020 L.V. Thompson, I Re. doe Thompson Architectural Tory Chustmen Zachary R. Fri Steven A union. RE OEM 7J2020 09116a020 09f2Z'2020 IM5)2020 Approoed Revision 2020 Pierce Metal products Inc. Clark Jones James L. Bucket, P.E.0 Seven M. Urith RE 09)2712020 11912�020 IOJ04�2020 121i6i Approved 3&939:08idelites (In-ingrOutswing, O)VQO Matele Company ITANCO! iti 24a-2456 PE-74021 i904) 783-840a C@UCK EIrp-aring U17) 31?-8454 configuration) . C.I.Iji Reefing (417) 824-6944 PE-5916S i954) 772e224 . I717) 317-8454 Category: Reefing 20 ... Theirmi Fiber-Clessic isirdsmootth-Scur Nominal 8a;039;0 &qvat:NonLmPsd1&quvt; Glazed JV3112022 No Y No NIA raptiCategary: Unclarlinrinnents kon-sid.t@herni Category: R.0119 t_y@g._I.s.dRrRc.. subcategory; Racing Acusecort. that ar, an .I.Inon-ocre PE-S1242 Gomposre Edge Pjberg ianae Single Door with 3&#3G,, 0 Compliance planned: Evaluation Report frorn a 3.1cCistag.ty; Feeling Ac.asones that are .. Ini Part drift. R..fmg System mi Part .ftha Roolng system Compliance Method: E1.1,lition Report from a Sidaite(s) (InswinghOutawri XO, OX or OXO Florida Registered Architect .,a Licensed Florida Compliance Method: Eveluori Rspoirit.. a Plorda Registered Architent o, a ,ocread Fiord, coarifigurai Professional E,gi-ir Florida Registered Architecture licensed Florida Piofc.al ... I Engineer $0 zd, Thami Ft.r-Ctesai. and Snooth-Sta, Norinne 3�0&quoTNon_ImPadt&qudt: Glazed 12/all2i No Yes No NA Conrecalite Edge Fiberglass Double Door with FL*12328i Products I Prnofe.slorrod Engineer F111215811i Products 3'0 Sochi (InswirgiOutswing; OXXO . config.rai QU211tvAssuran- A,,r-df,rU,, A-rcivild for Use [,,ad Decon F�01 0911rsl I-,Dducft CaAlIvAssurance, Approval for Use Approved for Use Impact Design 31 ze� Thes"i Fliber-Cfar.sue and Smooth-Stiar Nominal 7'0 &quotNun-1 trip.01,8,qui Sh. k.r 12i3112022 No Y- No NIA seek lerptigot Model. Ni ., Name Product D ... their. Obinfirect E.sholion owl in HVFIZ Q�tsldhe Mi A'.iatimt Press- Quality Assuchancel Agrarowd1gir thso Approved far Us. Impact Di s".4 product Model. thumbs, or H2= Preadusef Description Cgmhaof E.uI Dale I,, HVHZ Outside HVHZ Resistant Fors - Series Composite Edge Glezred Fiberglass Single I TANIKO Roof Und.dayments (HVI-2) R.olu.d.d.yrrants trar- in Fi HVI-9 0i Yes No N/A NYA a-- # Product 10,11M. N=bw or Name Pir,duat Descriciti- Contract Eardradisse Date in Hi O'hisq, Hi Resistant Pressure 3 3- FLAMCO "Uot:RV 10 Ridge Votaquot: NUrelinum Ridge Vents for pitched rooft fabricated 1 2131 CO24 No Yes No NA Door Wth .r without 1 &WS9;2 Sidelit.i(a) hunituretiprel. I TAMi net Top Off-Pidge, Vent �Kh i for Tile 26 ca. Met,. r9of-tilisi battle 0910912025 Yes Yes MIA MIA fr.. 0.025 Al-h- (InswinglOutewng, X. OX XO or OXO configurations) 2 TAIWK0 Roof U.da,I.y.cmta�M0N-HVHZ) Roolundersyntants for use in FED ron-HiZ 0Ga9a02,3 No Yes MIA M/A 2 TAi Occser.ekV�snr 26 ge. 09/W/2026 No Y05 MIA -01-52.5 jurisdiction, 3 TAMCO Off-Ridga Rod Vent vth Battle 26 ga, atiefic -f-tiled-fith integrated came 09/OW2026 Yes Yes MIA NZA - 4 TAMCO Round Top Off-Ridg. Vari game, for Tile 26 gha� stalls r.cf-tilato-ith them. OMS12M Yes Yes MIA N/A Florida Department of Business & Professional Regulation page l[ of I Florida Department of Business & Professional Regulation 11.9. i a 3 Florida Department of Business & Professional Regulation Noel nil Florida Department of Business and Professional Regulation Building Codes and Standards II712021 Bluding Codes and Standards 117M21 Building Codes and Standards 31612023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w U) , 12� � 6 '��5Ki�" , '� * '-',11��E"'-'!.�"' -&-g-�-�-- '�' ,"'-",';" - Rq��Idcgg ytge �* i� a,�,�:-'f��&-'�.'�s"j ��'��4A" -'� _' _ � , ��7 � e �z-'�' *-��,�,,,�l,,',,;�-,,�,�,�,L�?,,�'��, �'�sL7�,-- �"?' - _T� - -Z� y, ENO , �" -, �a , 'P U & - __ AAWP: --, _v ? 59*� W - c� Cod. Entity Date we Dale Pending Dial 0 ' ' code E,tKv or Date Data Dece Perdinso [)me Cc" Eni or Me loca. Chare Pending 2m L. "i"" Tip Mangfigidumir Contract Enouneer & 1-fiesman Validated M Validated subverted FBC Anproval A-vad Status IYRI V-1orn Manufacturer Contact Snat- & Liberals Valli Is, Validated Submitted FED Approval Apecoved status Wine Version Manufacturer Contact Enalreser & Lk,em. validated Ity Validated licbmitiod FOCAPproval Ali status E di Re - Ifift J,. PLE John W. Kneze,loh, RE 0910&2020 D08QO20 10MV2020 IV15�2020 Approved FL#62S9-R31 Rsvi,!,n 2020 Lem.n. asthma Leroy James L Buckner, P Steven ML i = 11123M21) 1112512020 llr2912B20 orm, FRC Ai Revision 2020 Belief Reeling ARida,.bn pecan W,PTAC Unit.- rvel.arkei G.yW.W.1kar 1 V03al)20 IVOM02() ll()5/2020 Appre,ed Relylsion M20 Global Protection Products. LLC. Tim Robinson Walter k T ga-CLq Lototy -()r Date Dat e Date Data Status Category! Feeling (501) 983-6163 PE-31242 (71-0 317-8454 Cet.0i R.dfi�g (SD11380-6091 Services; LLC �20) 854-0160 Dalai Shah- i 689-7545 Pi (954) 7T2-3224 (D :ry SubCat"i RoorroAduessoriesthat mean kja[svplannim-rit subcategory: Rooffrg-rile, RoblinAndle,sprober.i.. ar.bC.Nei Storm Pai firn.nobfirson�_D'op.ri .pe Version Manufacturer Contact Ingineer & Validated By Validated Submitted Pending. Approved Approved integral Part ofthe Routring System C-plance Method! Evaluation Report firom 2 m Compliance Method: Ematuation Report from a M . Revision 2020 POLYGLASS USA Maury.Alpeft, License John W . 1 OJ`2612020 10122J2020 FBIC 12i"1512020 Compliance Method- Evaluation Report morn, PRdi Evaluation Entity Florida Registared,erchiled dra Licensed Flonda Category: Roofing 59542331 330Smalpert@polyglass.com Robert Nieminen Knezevich, PE Ell-im-al Florida RegfistandArchitectoris Licersedrictici Professional Engineer Su bCatego ry: PE-591 66 (954) 77243224 W0112020 Professional Engineer FL078i Products Underlayments, FL#17202�llafi Praeduct� C.Quality Assurance Approved for Use Approved for Use Impact Deshan P11,135076-luit Predicts Compliance Method: see" �tnrbar or Name Product Description "i In HVHZ outside 4VHZ Resistant prearau. cautiliteAss-rac, sup-,cl rad, Usa Apa-ved f, Us, Impact thisichn Evaluation Report from Quality Assurturai ApprIvied for Use Approved far Use Impact Design is Eftt'h-dat .I., C-intrars.e. Split Old English Rat Profile - Denver, CO lL*ft`Ui No Yes MIA NfA §1110 Product Modal. Number or Name P,,d,,% 0 ... flutlan ps."alle, rel, In HVHZ Ougeld, Mi R,,I,t,,,t Pressure a-- Is Proolost Modi Number a, Name Product Dehadrittion cormset F-Infli D.E. In Hi Ordschi Resistant Else- Thiltelt &Rni Impact a Florida Registered I Deck-Ajr� DA-4 or TRI-Guilt Deck -Air DA-4 L- Profile Polybr,pylen, Pflstii,� R-lVert 12/10ai No Yes He ,07.5)-97.5 �T Sooty 600 - SIII Shah: eurni Split Shah. FixtProhle -Stookion CA 1 20 a0i No Yes MIA MIA 1 20 Gage G.1-1-al Steel Si PandeNVIrIZ Corrugated Galvanized steel Storm Panels retained 12r3112023 Yes Yes Yes MIA E Architect or a Licensed MadnortleallyAllaored I. P�I.acod Dalk 1B Sai 800 - Skit , Shah 4.amp; Split Snake Flat Roof, s, - Fish. CA 12/3inO2O No Yes NA MIA or net by sacks to provide h.m.sme Presence 0 5 Sas.rty 700 - snake, 51.a,5;,; Split Snake FistPrelle-8i CA 12IS1,2020 No Yes NIA MIA 2 24 Gage Gal,anized Seel Steven Pi,nalsiNHi Corrugated Galvanized Steel Soorm Panels retained 12/31/2023 "o Yba Yes N/A =:3 a) Florida Professional 20 SRY7010-si 51.la6ismp; Split snake Flat Profin, -Rialto CA 12t3lM20 No Yes N(A NiA ornot bytraom to provide harrome protection, Engineer 21 Tales E.p.ana igencelon. High "Is - Katy, TX 12alQO20 No Yes N fA Ni �' Wile Love Frolic - Ki TX 12/alaO20 No Yes N fA N)A (D FL#6259-RS1 Products = gjtqrV AlWirldiii ApproytCl for Use An f2LLlia himnLe Dean RMML _lt I im# Product Made], Number artilans Product Delancrili Contract EWjration In HVHZ Outside FIV Ress,lard Pressure U) Dot. I Pofyglass Roof Underlaymerts Roping underfaymenitS 10121)2C22 No Yes VA 4N/Al-622.6 - , 1 Polyglass Roof Underilayments �HVHZ) Polyi roof undetraym ents for use in FB01212312IJ23 Yes NO NJA N/A � M FIVHZjursdiclons, 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof urderlaym ants, for use in 1212312023 No Yes NIA -Ni > FRC rmn4fVHZ jurisdictions. Florida Department of Business& Professional Regulation Page I of I Florida Department of Business & Professional Regulation P.s. I a? I Florida Department of Business & Professional Regulation page 1 of 1 Polyglass Roof Underieryments (HVHZ) Poli roof underlayments for use in FBC12J2312U23 Yes No Ni N/A I M 0 HVHZ jurisdiobons. Building Codes and Standards V25a022 Building Codes and Standards ll?[2321 Building Codes and Standards lRaD21 L_ 2 Polyglass Roof Underlayments (nor-HVH4) Poli roof underlayments, for use in 17123)2023 No Yes Ni -Ni 0- FSC noR-HVHZ jurlisollethtme. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > 0- 1 Polygi Roof Underlayments (HVHZ) Polygivers roof underayments for use In FBC1212312023 Yes No NA NfA I I, _' , - � 11 " -Q - ' ff'ZiO " --D- -"" rl�iv,ift � I I "�'<m -,�,Tl,��,7�x"".k�',�,-,�,��"'��,�,',"�,�Y",�,'�,"��,,NX '%"'it"�""'-V �R'r;'2 ��i' --l". '$"�'��',� P -`� � '0'k,"% ,'71,1,��,�"I"��',�,��".",��. I , � 'y �� 'p,g)-t �' "'�Iz', ,r fi-.�'g4'11'." "'.' , 'I HVHZ jurisdiction.. �"E'A` � , 0 I I * � ��I, - -,-. NMRWWQWM�MNEW��MwRftmwmam 0 < 2 Polyglaw Roof Undedayni (non-HVHZ) Poli roof underlaymerits, for use in 12i2312C23 No Yes NA -Ni 5 Code Entity o Date Data Data Pending Date Code Entire ci Dale Di Car. Pendlito 2M Code 0i - Data Qy" ". Pondi am- FBC n.n-HVHZ jurisdictions. Twe Version Manufacturer Contra. Eirginse, & Licaral Validated Validated submitted F13CApprovat Approved status T Wirsicir, laurelled. Correct Endruiser III U-se validated By Validated submitted F9Q Approval A-ared also$ TV-- Version samurai Contact Eireareac, & Unseares, Validated Be Validated Suhnnifted i Ammusal A,,,,n,d status _11--ij 1 Polyglass Roof Underayments (HVHZ) Poli roof underlayments for use in FBC 1212MC23 Yes No NA N/A " Fli j.fleii L Revision 2020 All American Shutters and Glass Mike Barbieri Prank L. Scami P E Troy 8ii P.E� 1012812020 10/1512020 JV05J2020 12tj 512020 Approved Revision 2020 Alli Stupid Levis CC Ev.I..tf.n Survie.. LLC Willi.. M Ranieri, RE 10J3ii2Q20 I W22W20 1 1JOW02D limnom Approved Raiv.I.R 2020 commercial Cori Proglui Robert 01111. anari & Greenberg John Hey I 211 6J2020 1211612020 12(2912020 ding FEIC App,- 0 cmi Category: Sh�ti,s (561) 712-9882 PE-0046549 (954) 947-0880 Category: Structural Dump .... is (321) 710-3377 (407) 681-1917 Cal"i structural components (815) 659-S707 PE-34245 tM2) 5M-5311 2 Polyglas% Roof Undertlyments �nor-IHVHZ) Poli roof underlayments, for use in 1212312C23 No Yes NIA -NIA;-622.5 SubCategory: Storm Panels mikelp@allamendanshurtha subcategory; Truss Rates alsivreCalheirestv.-m Subcategory: Products Introduced as a Result of pa,0g.Wr@y.h =3 FRC noni jumadichnons. Compliance Methhod� Evaluation Report froma rs...m Compliance Method. r,.1u.i RdpW to. . N- Tachni Florida Registered Architect cra 1-1censed Florida Product Eval�.V.n Entity Compflance Method: Evaluation Report from a _0 Proesistonal Engineer Florida Regisdared Architect or, Licensed Florida Futill 780-RS Products FL#1 Saili Products Professional Engineer 0 q,,IltyA,,ur,c,, Approved for Li App-ac! f. Us. Ini Design " 774A$ PI L_ OU a I tv As5ij ran Approve for Use Appmwd for U I honest D.sjQi a"# Product Moi Number or Nam lamdocl Doiscrollin. Contract FKrifirallon Pare, In Mi outside H1VHZ Resistant Pressure Sag # Prod put Model, Number, w Name Product Description Contrast Expiration Data in HVHZ Outside HYHZ Resistant Pressure 1 ITW 5CGIAlpine High., Strength ill Icari S) Metal C-ter plate 1�J31,7024 Yes Yes MIA NA Quart, Asconmoo Approved far us. Aporcrved for Us, Impact 0-ican a- 1 2Aga Galvanized Steel Storm Panels 24go Galwhized Steel Storm Panels lM1a022 Yes ye. Yes INA 2 ITW BOG/Alpfires Hinge Plate Metal Connector Plate 12f3lr)024 Yes Yes MIA NiA se" product model. Number b, N.m. Product Dissertation Contract E)aAration Cars In Hvkiz Chri HVRZ Resistant Pressure 3 ITW SCG/Alli Trulox Mat.1 Corre,te, Plate 12�31r2i)24 Yes Yes MIA WA 1 Quarry Prompt or Commercial ConerNe Products Recast and Prestressed Concrete Untels 05125,2024 No Yes MIA NIA 4 ITW 80G,Airuire. Wave Met.[ Connector Rat. 12�31/2024 Yes Yes N 1A, WA < a) I U) -0--i CIO C) M =:3 < Florida Department of Business & Professional Regulation Page Zo`2 Florida [)apartment of Business & Professional Regulation Psga I .fl Florida Department of Business & Professional Regulation Ease 1 cF2 0- Building Codes and Standards 3051202� Building Codes and Standards W02021 Building Codes and Standards 9rar,021 -0 i.-I.I. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ _"1'11'_ " - � ""_'_'4_ ,,,, 11-11-1-1- -- �gr;� -�;.-�-,' �� - '� - M�-U' ' S - 1, � I 0 M :i��. - - , - - ""� 14�,Z,'�"'_"g- it%- fZiV � r'. 1Z �P� �""� ��-'�,% d'-, J��'�j�"- - _'�'� 0 '� ' _W � I , L� WtA' , �_"- -iw,?o.Q'0- Miss �0�-'-5'-UN OW-'- Ar-'wM - � 'k, . I - I pe - �'� _�'_'��' ;' '�� _. j,�'�' ". ,7, � _x �',_.�_ � , - rZ �� , '��'a , 0 - � - - , � 5�* , Z , - - �" " ...... b'dW , --m .. � �� 11 - I Code Eni Ost. Date Di Pontine Data Code entire . Dale Dai Date hundred Data 221it Entry 01. Data Data pimchan 211 �� - I _ - __ " W = 7VP. Warsion Manufacturer Contact Engineer III, License validated By Validated submitted FRICAppi Approved status, T"Re Version Manufacturer Cenci Entamer & U-nes, Validated Or Validated sudinditi Flac Abaci Apjam'eid status less V ... he Misparlai Contact Enctic.- a Lfreass, Validated & Validated Sub-Ift,d FEC Aderevel A-m-d gua � = Rousi- 2020 aflnek Inc Erin Who- JCC Ge.luem Service, LLC ICC G-1-timn Servir., 01J03M23 I 212312922 01=023 Approved Re'le., 2020 Weyerhaeuser Rob Safieheirt ICC Evalusiort Setvies. LLC lan Lishrier, P.E. 0102P2021 10113r2O2O D210312021 Approved Alflini M20 Alpha Aluminum. Inc. Jose Sti Luis R. Lomas Stavat, M. Urfor. FIE 111IW2020 1 if1saQ20 1112=020 Approved < a) C.t.g.,yw Structural cchnfprct� e)52)89s8635 i Categi Structural Components (253) B24-647B (608) 8zg-3268 Category: Rare Waif, f40TI 509-200B FE-62514 (717) 317-8454 subcategory: Truss Pause -aldearGirnih-rin (a5) 599-9800 subcategory; Engineered Lumber RobarLg.IdrvRn@y.rha Subcategory: Soffits a 1ph asurnmuminc@yaho I = Compliance Method: Evaluation Report from a Compliance Method: Roal.adion Report from . a..er.-m Compliance Mell Pyaluscition Report from a o..m __j Product Evaluation Eintry Product EvsI.ation SILLY Fli R.ghesnadArehicuter. Licensed Fdfld. Z F 42197413 Products I'Larli I Produi Profiesai-I Engineer I < Qualli ... ran. Acar,ved fear Use A,b,,R,d for Us, 1. ... t D.Iscom Quality Assurance Approved for gas Approwd for Use 1gli Deeclan FLA18644.1i Products I I A . I I I 4 Z Z I I I I $1.9 Product Model. Nuel or N- "get Descried- Contract Expiration Date in HVHZ ovi HVH ReAsigert Pressum Sao # Produel Model, Number or Name Product Istti Contract 5sialratichn Data 1.4 Outside Iii Assailant Pre ... rs Qualty Assurance AppropaO for Use Approved for Use Impact ligsillan _j I M-15AHS is ea. high strength Inuse c-itetor plate �Mlai)24 Yes Yes HIA MIA 1 Nii LVL Lmnlrared V .... r Lumber 0313112023 No Yes NfA MIA a-- # Product Model. Number or 110m, Product Oleachai j. RYHZ outside i [11- 2 M168H,9 16 ga. super h igh strength truss connector Plate 12131QQ24 Yes '(" MIA N)A 2 Psi PSIL parallel arced Lumber 11 3 No Y : N N da Resistant Pricassur, 3 MI is 16g.. tru.. connecor pist. 12212024 Yes Yes NfA Ni I 71mborstrand LSL Laminated Strand Lumber gl�llil'211�223 No 1: NJJAA ILA I Alphe Aluminum Solid tiamp:Vented Aluminum Sollitf I Alpha Aluminum Sold 6.amp�Veutad Aluminum Ort3MO23 No Yes No NIA 4 MT18HS 189RL high strength truss u.ninacter plate 12i31=4 Yes Yes MIA MIA r TJ Rim Picard structural Composite Lumber or oriented Strand 031�112023 No Yes NA MIA CMU Umi Wood Soffit/ Call unip: Wood I - board Rm Board 5 M72CHS 20 q.. high strength true. I.Inceder Plate 120=4 Yes Yes MIA NIA 5 W,yvh,,u,e, Rim Sears Oriented Strand Board Rim Board 03131M23 H. Yes NIA MIA SHEET NO, 6 TI-13. MTI8 i eq.. trues .ceri pt�t. i 2131 Q024 Yes Yes N 0, MIA 7 %10� MT20 ng. truss .evirect. plate, i2131(2024 Yes Yes MIA MIA I i I I I March 6, 2023 1 PA 1 .1 - - �_ Building Codes and Standards enorxoxx Building Codes and Standards enaxoxx Building Codes and Standards el10'' P Building Codes and Sbmdarde enaxoxx PlgduCt Approval Application Detflil Product Approval Application D9tail PWpliCt ApprtiUtOPi Application O6tAr1 Product Approval Application Datsil ,x..c 'c .; .... n, n , � �.. � [.... 3 z } .s* Y d �" , .r *,, $a� k- .aa,: .w, >.. a "'~c i . .. �, a9ikY c ' s •� : < � .. '� 's:? F n 5 .'�y F:C? �. ': '1 aY Via. � - 1R -�- ti � >v Sw. �- .. f. .0 � 5 "`.� �.r x '�'" ,: �'� � �' l "� 1'r •`, '3 3t , . . t v . . . ,� , ,� .. , , .,. ,- ._ .. , .. .. . _ .. ,.... _ F s .. mtu ., > ,. .. ..,.i+. .. ,. e.,, -... �.. .. -..�, � -y _.n +£�'. �°'x .. _: ^^ . ✓,n. ,. . : v £^' :.. 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CL L U O L �J Ca U m � Q O LM w� ¢ z J z J SHEET N0, PA 1 N2 Florida Departrnerlt of Business 8 Professional Regulation P•g•1 of 2 Florida Department of Business & Professional Regulation P•a• 1 ei 1 Florida Department Of Business & Professional Regulation Pedal oil Florida Department of Business &Professional Regulation Peg• t aft 0- Affirmation 20M PGlb CorppNbn ,bG Hoyden 9entH Wineow antl ODDr James I- Rudder, P-E. D7111n02D 97l14f2020 07nDfZ0R0 Approved Aflmwdgl ROZD FGNa CDrporalbn Joe Nsyden $pndl WlMow aM CDM T.E. Wnn, PE,.LLC 0Tl14/2DRD 9T11CfZ0R0 WnRIZ02D Approved Aflrmp8pn 2010 Pella C01p0re8on Joe Hayden BeMl WlntlovraM.Dppr James LBudrrer, P-E. D7ltenOZ9 97l1MZORD O/iZD/Z0R0 ►APreee!d Aflrmlikh 2pZp Polb lbrppN.lon Joe Hayden 99rgl Werrdr$dhsdfer T.E. Lunn, PE, LLC OF1ln9ZD 97l94tZ0211 Oln2YZ9Z9 Approved Clio -0-0 E I T S - r-r l r _ - 1 11:i..d - _ '.JI irl; :; A .-i, Iiei t. le . -1 Simpson Strong -Tie 2020 FBC Approved Products updated,2raorzozo � Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3012020 u � Simpson Strong -Tie 2020 FBC Approved Products updated,zr3o,2a2o � Simpson Strong -Tie 2020 FBC Approved Products i a ad 0,2020 �,,, For direct links toall SST approvals listed below, CLICK HERE. .- For direct links to all 85T approvals listed below; CLICK HER .. For dined links toall S$T approvals listed Below, CLICK HERE. For direct Nnks to al SST a royals listed belovd. CLICK HERE. I pp.. , » � � � � �- For additional Information regarding Florida's Statewide Product Approval System and MiarrN Dade County Notice of Acceptance (NOA), Cj,ICK HERE. � Product Approval S to and Npaml-Odd Count For additonal information regarding Florida's Statewide YS m 0 y Notice of Acceptance NO CLICK HERE. ( A). For addtionai Information regarding Florida's Statewide Product Approval S tem. and Miami -Dada Count Ys Y Notice of Acceptance (hJOA),.CL{CK FIERE. a drtiona information regarding Florida's Statewide Product Approval and Miami -Dade Count « For tl i n . System Notice oP Acce to ce NL;A CLIC' E. y p n (, ), FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS HUSC series hangers Face -mount hangers availablean.lAdth an Ing from 1-518" to. 9116" and heights ranging fro �4-5116" to 11'. Concealed f�rg�; Sea # Product Model, Number or Name ProductProduct Description Sea fF Product del. Number or Name Product Description Product �g,�crintion Seo # Pro�uct�dal. Number or Name Product Description version HUSC available forFfiedelshavin vvi a ualto ( ) g q 1 Titen Stainless Steel Concrete& Masonry Screw (TTN-SS) 114" diameter Titen stainless steel masonry screw 1 A21, A23, A33: A34, A35, A44 Angles 1 BT, 8T8, BTH 8rickTies greater than 3-9l16°. - �-�•+ 2 APA21; APA4; APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12; CMST74; CMSTCIB Coiled Straps 12 IUS series hangers Face -mount hangers available' the ranging from 1-718"�� 5/8"and heights ranging from 9'�'to 16". S13 � 3 AP644, AP644R, APVB66, AP666R, AP888: AP688R, AP8101 Q, APB1 01QR, APV844, Outdoor Accents Post Bases 3 C514, CS16, GS18, G520, CS22 Coiled Straps C�- �! FLff9589-R6 APV844R, APVB66: APV666R, APVB88, APV888R, APV6101q APV6191 DR d CSHP16, CSHP20 Coiled Straps 13 LGU3.25SD5, LGU3.63SDS, LGU5.25-SDS Face -mount hangers � � O 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CT5218 CompressiohtFensivn Strap 14 LU24, LU26, LU28, LU210 Face to hangers • N -= N � Sea # Product Modal. Number or Name Product Description APVDJT2R-8 6 DSP, SSP; TSP Shad to Piste tie 15 LUC26Z, LUG2102 Face -mount hangers a �; N � 1 SD10112DB6 Outdoor Accents Conn edierScrew 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3; H6, H7Z, H16, H16S, H16-2. H16-2S Hurricane Ties 16 LUS series hangers d Face -mount hangers available in widths ra fro -91 " T�1- as g 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong-DriveSD Connector Screw 6 APL4, APL6, APT4; APTB, APVL4, APVL6, APVT4, APVT6 Outdoor Accents Land TBeam-to-Column Ties 8 HGT 2, HGT-3, HOT-4 Heavy GirderTiedowd 518"and heights ranging from 3" to 10-15/ 6". a>, a- � 3 SD911255: SD9212SS .Strong -Drive SD Connector S5 Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH210R Outdoor Accents Light Hangeis 9 HS24 HurricanaTie. 17 MGU3.63 SqS, MGU5.25-SDS; MGU5.50-SDS, MGU5.62-SDS, MGU7;00-SDS Face -mount hangers � 4 SDCF22434, SDC1=22512, SDCF22614, SDCF22700, SDCF22858; SDCF2210'14; Strong -Drive SDCP Timber•GFScrevr 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD31.5; HS52.2•SDS3, HS52.3-SD83, H5S4-SDS3 Heady Stud Shoe. 1$ MIU series hangers Face -mount hangers available in widths r Ing from 1-911�to Ste• 3 5DCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, C0T4Z Concealed Beam Ties 11 HST2 HST3; HSTS HST6 Straight Straps 118" and heights ranging from 6-15116" to 19- - d V � 5 SDGP22434, SDGP22512: SDCP22614, SDCP22700, SDCP22858: SDCP22912, Strong -Drive SDGP Timber -GP Screw 10 CJT3Z, CJT47CJf52, CJT62 Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28; HTS30, HT530G Heavy Twist Strap 19 MUS26: MUS28 Face -mount hangers i m � SDCP221100, SDGP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HT5420KTZ Heavy Twist Strap 20 SUR; SUL SURC; SULG series hangers Skewed face -mount hangers available in widths r Ing iroria�. - O.' S � 6 SDHR27400, SDHR2761 d, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Sere+^r 12 US Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/1 B" to 3-9/16" and heights ranging from 3-1 to 13314". � � 7 SDS25112, SD525134, SDS25200, SDS25292, SDS25300, SDS25312, SDS25412, Strong -Drive 5D5 Heavy -Duty Connector Screw 13 FC4: FC6 Framing Clips 15 LSTA9, LSTA12, LSTA45, LSTA18, L5TA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULG) available for all doubles 0 SD525500, SD525600, SD525800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed ®.. ,,. 8 SDS2511255, SDS2520QSS, SDS25212SS, SDS2530DSS: SD525392SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT620, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ran in from 1-9116" to „gym 9 9 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2:5T; H8; H90A-2, H10S, H14, HGA10 Hurricane Ties 18 LT512, LTS16, LTS18, LTS20 Light TanstStrap 6" and heights ranging from 2-5I8"to 11 -1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4; HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS17 Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTR95, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36: MSTA49 Straight Straps FL#10687-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTG40; t�IS7C52, MSTC66, MSTC76 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC61363 Pre -Bent Straps Sea # .product Model. Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, L570, L590 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12 MTS16; MTS18; MTS20; MTS24C, MTS30, MTS30C Medium TwistStrap 118" and heights ranging from 7-118" to 30". 3 8P318-2, BP1I2, BP1f2-3, BP5l8-2, BP518-3, BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ26RZ; LSSJ210LZ; LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2x10 12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangars Top flange hangers available in widths ranging from 3-578" to 7- 4 CNW318; CNW112; CNW518, CNW3/4, CNW518-1/2, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR21 LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 FieM Adjustable SlopeablefSkevvable Hanger 27 RCW012, RCWB14 Wall Bracing 118"and haight5 ranging from 8-114" to 24" 5 CTU055, CTUD65, CTUD56: CTUD75, CTUD76, GTUD77, CTUD87: CTUD88: CTUD97, Coupling Take -Up Device 26 LTP4, LTPS Tie Plates 28 RPS18, RPS22: RP528 Repair Plate Strap 3 DGF series Hangers Top flange hangers available in widths ranging from 1-172" to 3- CTUD98, CTUD99 27 ML23Z, ML24z, ML26Z, ML28Z, ML210Z Angles 29 RSPB Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 SP1: SP2, SP4, SP6, SP8 Stud Plate Tie d DGHF series hangers Top flange hangers available in +vidths ranging from 1-314" to 3- 7 RTU03, RTUD38, RTUDA, RTUD40, RTUDS, RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUf39, MMLUI311 Face -Mount Hangers 32 SSLS, SS2:5, SS?, SS4.5 Stud Shoe 5 EGS, EG7, EGO series hangers Top flange hangers available irr+Mdths ranging from 5-114" to 13- 9 TUW36 Take -Up Washer 31 ROC, ROCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, 5T6236 Straight Straps 7/8" and heights ranging from 11" to 32-1l2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Doom 34 TB20, T627, T630, T636, T&12, T648; T854, T056, T66D Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tiedovm System 33 RTC22Z, RTG42, RTC2Z; RTC44 Rigid Tie Connectors 35 TWB10, TW612, TW614 Wall Bracing 114" and heights ranging from 11-114" to 3T. 12 URS5 518" Uplift Rod Run Tiedovm System 34 STC: STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedov,m 7 GLS series hangers Saddle. hangers available in widths ranging from 3-114" to 6-778" 13 URS6 314" Uplift Rod Run Tiedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WB106; WB106C, WB126, W6126C, WB143C Wall Bracing and heights ranging from 8-112" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- ' 1/B"and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 8 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#'10447-R5 112"and heights ranging from 8" to 30". Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Descfiintlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1l4" to 8-718" i DTT2 Hold-down Seo # product Model Num ber or Name Product Description 1 GBH2 37x5 5, CBH2 37xT.63, CBH2-37x9.75 Concealed hangers and heights ranging from 10-112" to 28"- 2 HDC1014; HDCi 0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU}and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange Hangers available in widths ranging from 3-114" to 8- 3 HDg8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SD83 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9116"and heights - 7/6"and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4. HDUS. HDUS, HDU11, HDU14 Hold-down 3 GOC Gable Brace Connector ranging from 9-1/8" tn23-i5fi6".. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,61, HCP2, HCP4 Hip Corner Plate 3 HGU3;63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62•SDS, HGU7.00-SDS, HGtJ7,25• Face -mount hangers 118"and heights ranging from 14"to 33". 6 LSTHDB, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2: HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT se nee hangers Top flange hangers available in vddths ranging from 2-5I16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangars available in widths ranging from 1-578" to 7- 9116"and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.61, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" tv 12-718", 14 HUSTF series hangers Tap flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5 �0•SDS: HHGU5.62-SDS, HHGU7 00-SDS: HHGU7.25-SDS, Face -mount hangers 3-9/18" and heights ranging from 5-3J8" to 13-118". 10 PAI18, PAI23, PA128; PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light SlopeablelSkewaldle UHanger HHGU9.00-SDS 15. HUTF, HUGTF series hangers Top flange hangers available in madths ranging from 1 -9116" to 5- 11 STHD10: STHD16RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2; HHUS28.2, HHU5210.2, HHUS46, HHUS48, HHUS41 D, HHUS5->0110, Face -mount hangers V2"and heights ranging from 3-7116"to 15", Concealed flange 12 5THD14, STHD14RJ Strap -style hold-down 10 TC24; TC26: TC28 Truss Clip HHUS7.25/1D version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA416, THAG418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURG, HSULC series hangers Skewed face•mounthangers available in widths ranging from 3- greater than 2-9118". THAC422, THA426 THA422-2, THA426-2 1/6" to 5-175"and heights ranging from 4-314" to 15-314". 16 HWP series hangers Top flange Hangers available in widths ranging from 1-9116" to 7- 12 THAI1.8V22, THAI206/22, THAI2.1 f22, THAI222, THAI322, THAI3522; THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURG, HSLILC) available for all 118" and heights ranging from 5.318" to 28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 H1NPH 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 112" and heights ranging from 5318" to 32", 15 THJM2-4-SDS3; THJM2-5-SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers race -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in vndths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718''ty 19.114". Concealed flange 518" and heights ranging from 9.118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in v^idth of 1-9116" and heights 18 ViCR Valley Truss Clip greater than 2-9116". ranging from 5=318"to7.1/4". 10 HUC41,81/9-SDS, HUCQ1:81/11-SDS, HUCQ210-2-SDS, HUCQ210„'-SDS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUCO410-SDS, HUCQ412-SDS; HUCb5.2S/9-SDS, HUGQ5.25111SDS, HUCQ610- ranging from9-3/16" trr 13-1l8". SDS, HUCg612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 � Simpson Strong -Tie 2020 FBC Approved Products updated 1zrJor2ozo E' - � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed belvrr, CLICK HERE. For direct links toall SST approvals listed below, CLICK HERE. For direct inks to ell SST approvals Feted below, CLICK HERE. For direct links to ail SST approvals listed below, CLICK HERE. « For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. rr re,e uaav « For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), _ _. _.-..._. _ r For additional information regarding Florida's Statewide Product Approval System and Miami-0ade County Notice of Acceptance (NOA), CLL,K HERE L K additional information regarding Florida's Statewide Product Approval System and Miami -Dade Count Notice of Acceptance C IC HERE. For a Y N U N CL Q O Q O Ca 0- .� V ^, � I- (� O O 7 � O L0 � .� -� O O �_ O L (�� O � Q .� U) Q ^fi^,e W ^) W O L� O -4� O L� W n� 1..� O L. W �^^,, Q W Z Z Q J SHEET NO. PA 1.3 (NOA), 21 LB series hangars Top flange hangers available in width of 1-9/16" and heights FLTkti468-R5 18 S/LBV1.5$ SlLBV1.81: SiLBV2:06: SILBV2,37, 51LBV2.56, S1LBV2.6S, SlLBV3.12, Top Flange Joist Hangars 5 SET-XP Adhesive Anchor for concrete Connector 1 ,78/14 1 HT -HP Adhesive Anchor for - - _-- ,.11 'I Il.i 1lWiNi X{1 ii��IDiFldlf1N �IJIl tl,01-�..Inl, 1 fi�TTT_L f - -- -1 �I 11 1 1--F--F--- I - -1 A C/) > c— m MIAMVDADE UL439-DADE COUNTY FRODUCTCONTROLSECUON PIGT ludustries. Inir. co PGT Industries, Inc. C%j > C= (3) 0 =3 L_ -0 (D 0 PGYMustries.Ine. a) 0-0 1IN55W,268: �'Room 201 INOTIC 'E, Of A C CE, PT.ANCE: E N! D ENC E S,171 B -WT TED C E VUDENCE SVB Xffr1TD cc C.41 NOTICE OF,ACCEPTAN JE co DEP'4Xj_&jENT OFLREGULATORY AND E4CONOXUC RES0[TKC'F Mum nomb 331.75�2474 -Sak"AND CODE AD AMaSTRATION DrVISION T(796)3155-2-590 F(TU).3,15-2599 NOTICE OF ACCEPTAINCE: EVIDENCESUBMITTED M 1= a) OF ACCEPTA-N-CE www-mianddadegWereagow 1. Exidencesubmifted. underprevious-NOA D. QUALMY ASSUFLANCE (n -- . . 9� -9 0 _1_0 C/) =3 Co U) -NOTICE (NOA) A. DRAWL1N "GS B. TESTS (continued) -<c - C-4 1, Miami DadeDepartment ofRegulatoty and Economic Resources (RITt) _n (D -0 0 0 0 PGTIndustries.1mc. 1070 Technolo&y Drive, 1. Manufactur&s die drawings and sections. 5. Test report on 1) Air Infiltration, Test, per FBC, TAS 0 NorthVenke. FL 3427 5 (.�ubndffed under ,'V- 0_42%o. 11-010 7 04� 2) U-mfoun Static Air Pressure Test- per FBC, T-AS 202-94 1. K-ITERIAL CERTIFICATIONS —0 0 LL. SCOPE: 2- Drzving No- MD-5570.0.. -titled -Viqyl Sliding Glass Door NOA W,71, sheets 1 3) Water Resistance Test, per FBC, TAS 1.02-94- L Notice of Acceptance No. 1_"52814 issued toVision Extnision Limited far = = CU 0 Thi3NOA iSbeingissuedunder the appEcablerules andregulafions governin _g the use of c onstructio n materials. The through 21 of 2 1. prepared by manuf acturer, dated I 0;D 54 5, with reVISIAM A dated 4) Large Missile Impact Test perFBC, TAS 201-94 cu -%'8!tfte Rigid PVC -Exterior Extrusions for Al'indows and D oors-_ dated 08/ C) > -0 E documeatationsubmitted has been reviewed mid accepted by Miami -Dade CountyRER -Product Conh)ol Section to 04105117, signed and sealed by A- Lymij�fflffL P.E. 5) Cyclic Wind Presstme Loadingper FBC, TAS 203-94 expiring on 0930)19, E Cn (D L_ "0 be uscd in �NfiamiDade CQuWyaad otherareaswhm allmv�dby theAutha -ity 14aizw Jvxi�*cWn (AHJ). 6)Forced EmyTest, perF-BC- TAS 2072-94 2. Notice of Acceptance No. 16 -492TOS issued to Vision Extrusion Limited for their -vE 3 U) C)- This, NO A shall not be valid afler the , expiration date stated below. The 'Nfiami-Nde County Product Contrd Sectim B, TESTS along with marked -up drawings and installation diagram of viEql sliding glass door, prepared 1000 Tan, 202 and fighter Shades 071'on-'"Iite�) Rigid PVCExteAor Extrusions for U) < (InNfiamiDade County)andmfthe AM (in areas other than Mami Dade- County) res e rve the right to have this 1 - Test report on 1) Uafform Static Air Pressure Test, per FBC, TAS 20'244 by Fenestration Testing Lab- Inc., Test Fteport No. IFTL 8.50 dated lit6l 5, signed and Windows and Doors"', dated 1-1 t8frl 6, expirin g on 12-29,21_ product or nizterialte-stedfof quality awArancepurpooses. lfdiisprodu-dormatefi-alfaihtopetf(nmin the accepted 2) Large Missile Imp2ct Test per IFBC.. TAS 201-94 sealed by Idahnis Ortega, P.E_ (Test reportrevised on 12)04,45 and 022111116) 3- Notice of Acceptance No. 15-0528.15 iss;ued to Vision Extrusion Limited for their ma=er-&emam&durer�a,illmeurtlieexpenwof suchte-sung and the AHImay Modify, or 3) Cychc%,md Pressure Loading per FBC- TAS 203-94 6- Test report on 1) Air Infd per FBC. TAS 202-94 tration Test, '-Brown Coated (Painted or Laminated) White Rigid PVC Extetior Extrusions for suspead the. use of such product or material within theirjurisdiction. RER reserves the ri* to revoke this along with marked -up drawings and mst2lbtion diagram of vinyl sliding glass door, prepared Uniform Static Air Pressure, Test- M FBC. TAS 202-94 Whidows and Doors"' dated 08.1131'l 5- expiring on 0913019- acceptawe. if it i� deternained byVIfian-d-Oade Comity Product Control Section that this product or matefial fails to ineet the requinments of the apphcabk- build*� code. by Fmestration Testing Lab, Inc - Test Report No- FTL 87 17, dated 11,07115, signed and 3) W ater Resistance Test- per FBC, TAS 202-94. ' RGI Fenestration Solutions USA, 4. Notice ofAcceptance �o_ 1"7112.02 issued to ENE -C This product isappfovedasdescribedherein andhas been designed to cowplywfth. 1he Florida Buikku _g Go de. sealed by Idahnis Orteg a, P - E - (Teg report rev Led on 024 516 and 02`24il 6) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc- for their'TAN, 3040 and Lighw Shades (Non-X%Iait4�) Rigid FN Extedor including the.Hi Velocity Hurricane Zoty_� I Test report on 1) AirInfiltraticu Tesl,.per FBC, TAS 292-9-4 5) Cyclic Wind PresstweLoading per FBC, TAS 1403-94 Eitrusions; for Windows and Doors" dated 0911516- expiring on 010+21 _ph DiEs,C`RIP-n0__N-: -Series,, "537&177011 Vinyl Sliding Glass Door (Reinforced) wi*o,900 & 135% corners-L-M, 1. 2) Unifonn Static Air Pressure Test- per-FBC, TAS 202-04 along with marked -up drawings and mstallation diagram of vmyl sliding glass door prepared 5. Notice of Acceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA, "Branzeand _Omo N"AL Do c umE-N.-r -. Dm-%�g N o. �NM - 5:1 70 � 0 Re r R, title d " Vinyl S lidiq_g G [as a Doo r N OA (IND".7 sheft 3) Water Resistance Test, per FBC, T-AS 202-94- by Fenestrafton Testing Lab - I ac. -, Test Rjeport N o - FTL 9 5 5 2, dated I _1,"l 5, signed and Inc. for their Lighter Shades of Cap C oated Rigid.PYC Exterior 1, through 21 of 2 L -mamdaeftnw- dated 10.,05A5,andlastre-vised on.02,?01121, sign andscaledby preparedby ed 4) Large Iftsile Impact Test pff F BC., TAS 20 144 - 5) Cyclic Wind P�re&nur Loading per FBC_ T-AS .203-904 sealed by Idalnis Ortega, P. E_ (leg report revised on 02 -�l 5.-22016) T Test report on 1) Uniform Static Air Pressure, Test.. per FBC, TAS 202-94 Exb-astorts for Windows and Doors" dated 0_01 5 116, expiring on 04/16/20 61 Notice of Acceptance No. 1"'712.03 issued to ENERGIFenestration Solutions USA, A.Lynn.Nfiiller, P-E--beariaglheNfianii-DadeComt)raodu-ctC=trolReviqionGtanVwAthe-Noticeof 6) Forced Entry Test, FBC, TAS 202-94 per 2) Law Missile Impact Test per, F.BC, TAS 201-94 Inc. for their "White Rigid P`A'C Exterior Extru5ions f or R."indows and, Doors-" dated Acceptmwenumber mid expiration date by t I he Nhami-Da& County Product Coi&W.Sectiom IIIS.= LUPACT R_kTEN-G -. La rge a. n d Sma HAfis s He Impac t Res ist a n t along withmarked-up drawings and instWlation diagram of Anyl sliding glass door, prepared 3) C�yclic Wind Pf essw Loadkg per FBC. TAS 203-94- OgqO,47, expiring -on 012848. z Lfini by FenestratiGn Testing Lab, Inc.- Test REPOrt No- FTL S546- dated 1 I.V&115- signed and along with marked -up dravvings and installation diagram of vinyl sliding glass door, prepared I 7. Te st report s No(s). 10 -0� P2 - 7 9NA 10-06- M0 5 2 T 5 3 5 7 _5 3 - 09. per A S T, X-1 E- 84, ations- L Seetable I (sheet.Z) and table-2 (sheet�) farappbcableSGD=ft size&- design pressires� reinfbrcemenftt�pes. sealed by Idalnis Ortega- P_ E_ (Test report rn�s� on 0 VO4' T5 and 01,1112016) by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 t1nu A-22), dated AS'MID 1929 and ASTMD-63 5. issued by EXONFA to Vision Extrusion for cellulosic glasstypes, sill riser (see tables B-1 & B-2.sheets 7-8) azdanchof layout sheM requirements in 11 thru16- 3. Test on. 1) Air Infiltration Test. per FBC_ TAS 202-94 report 11,19110- signed and sealed by Jorge A- Causo, P_ E_ eStibinNed under.N0_4Xo. 11- Composite material. an 1. Rigid White PVC, T - (211ion-white) Rigid PVC and Bro-wn coated (Painted ortammated)while Rigid FVC to be 2) Uniform Static Air Pressure Test- per FBC,. TAS 202-94 - 819704-) (Subnifted, under A'0.4.'Vo. 11-0107 04J z . labeled per referenced NO-A'Steq-Wrements- 3) Water Resistance Test- per FBC, TAS 201�94 8 Test report on 1) Air Infiltration Test- per FBC_ TAS 2,02-94 � Inc for their S. Notice ofAcceptance No. 14-0916. 11 issued to Kuraray Anierica., 3, E gre ss operab le, dom must comply with min clear wid& or height per FBC re quireruent� as applicable. 4) Large Missik Impact Test per FBC, TAS 201-54 2) Uniform Static Air Pressure Test, per FBC, TAS 102-94 "Seuni-Glast (Clear and White) Interlayerl- exo-ing on 07,104/18. 4. Po cket walls under separate approval,. to b e revriewed by Building official 5) Cyclic Wind Pressue Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS 2022-94- 9. Notice of A cceptanc-c N o - 16411 '%0l issued to Kunuay Americk, Inc . for their LABELING: Each unit shall bear a pemunent label with the mmifacturers name or logo, city. state -and series mid 6) Forced Entry Test, pei-FBC, TAS 202-94 4) Large Missile Irapact Tesi per'FBC, TAS 201-94 "Trosifoll, 111traclear. Clear and Color P17B Interlayers"'. expiring on 07%19. following, statenwut'Miaim-Mde County Pro6x.t Contral Approved",noted hemin- along vvithmmlced-up drawings and inst2lwim diagram of %*Vl sliding glass door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 W RENEWAL of thisNOA shall be considered after a retimml. aWlicatim has been filed and them has beemno, by Fenestration, Testing Lab, lnc.� Test ftort 'No- FTL 8,547. dated 12104115 signed and 6) Forced EntxyTest, pff FBC, TAS 202-94 L STATEINIENTS change.in the applicable buil&n.g codentgatively affect= ' the peffenuance ofthis prodtict- sealed by Idalmis Ortega, P. E. (Test report revised on 011 5d6) along with marked -up drawings and fintallation diagram of vinyl sliding glass door, prepared L Stateme& letter ofconformance with IFBC--,-,* Edition (2014) and FBC-"-4tk Edition TERMINAUONof thisNOAwill occur aftertheexpirationdateorif thewhasbeen a revisim.orchange nilthe 4- Test report on 1) Air.LT-iltration Test- per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc� Test Report No_YTL 6337 (samples A- I thru A-5')- date d (2101-7� issued bynianufacturer- e by , dated OV14!17- sign d &sealed y Lyna Miller- RE - niaterials, use. andler manufacuire of the produd orprocesss..NLfisuse of this NLOA as au endonemeift of auy prochict, Uniform Static Air Pressure Test, pet FBC, T-AS 202-94 12X610, signed and sealed by Jorge A� Causo. P. E_ (Submined underA70_4.Vo. 11- 2- Statement lettef of no financial interest, dated 04A 8i 17. issued by manufacturff signed for Sales, advertsin�g or any DdierpiupmesshAll automaticallyteminatethis N-10A. Fadureto conplywith any 3) Water Resistance Test per FBC, TAS 202-94 010709) & Sealed by Lym Miller- P�E. section ofthis NOA shaff be cause lbrternimtion and remowl ofNaik_ 4) Large Mmsilekpwt Test per FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. AMTERTISEXIENT. The NOAnumber prece:ieed by the word& NRun-Dade County- Florida, and follow-ed by the 5) Cyclic W ind Presswe Loading per FBC. TAS 203-94 C. CALCULATIONS 4� RER. Test Proposal No- 17-0387- dated 05.�051 7- signed by IsLaq Ch-arida, P.E_ expirabon date- may tre displayedin a&wksang literature. If anypoftionof the NOAis displayed. then it shall be 6) Forced Entry Test, pff FBC, T-AS 202-94 -ing -wAhFBC-2014 1 Anchor verification calculations and structural arL*ms, comp4 done in its entirety- along with marked -up drawings and installation diagram of-krinyi sliding oor- glass d prepared prepared by PGT. dated 1109/1 52nd last rnised on 0211.5,116- signed and sealed by G. OTHER LN'W CTI O'N.- A c o py o, f this entif e N OA.shaU b e p, ro iided to th e user byth e mamifactu ter or its distribu torsand by Fenestration Testing Lab.. Inc.. Test Rq)orrt No. Fn 81548- dated 12 1'04,45� signed and -Antholly L Miller, P.E. (Sit, b m iffed under A70, 4 Xo. 15 -1210. #11). 1 . Notice of Acceptance No. 15-1210.01, issmd to PGT Industries, for their Senes shall be av ailable for inTetfim at the ob site at tke reViest ofthe Building Official. j s�.4ed ky Idahnis Ortega, P. E. (Test report revised on 0 1 e'04A,45 and 0.111116). 2 Glazing complies with ASTIAE-1300-09. _5537P12770" VinviSliding Glass Door (Reinfeived) - L. expiring on 0 4/14,121 11m NOA revises & renems NOA420-0429.05 and c-cmists of thispage I and e-�'idencepages E-L E-2. E-1 E-4, /T I, n �1' r' 1. E-5 & E-6 as well as. approval doemnemt mentionedab(we- ThenibuiLitteddocun autilm %-as reviewed bylshaq L Clianda, F.E, 11kiq L CIMMA2, Pa. -Umit Ishaq I Chinda. RE. 01" 1�' 1-shaq I chanda, PX Product Coutral Supervi&or Product ControlUmit Super"'Sor Product Control Unit SuperTi�wr NGA No. 11-0205.-Dj 70.21 KOA N -0:95.03 NO -AL No. 2 1 -0 2 G-9.Q3 NOA =PK2A1H4H"U0E C6 UCTY ExpirationDate- April 14,2026 EX-pirixtionDatet. Aprill4,20M Expiration Date- April 14,:016 'Marck ExpiratioaWte. -Aprill.4,Z026 Approval Date.JA1arrh'_',;, 2G.'1 Approval Date-� Ifarch 25, 10! 1 Approval Date. 15, 2011 Approval Rate.1farch 29,2021 Page 1 1-1 E-Z 1E -3 FGTIndustrie-0m. CGI Windows and Doors, Inc. PGT Indwhies, Inc� NO"TICE OF ACCEPTANCE: EVIDENCE SVB.N�E[TTEID NOTIC10FACCEPTANCE: EN-MENCESUB.AUTTED NOTICIE OF ACCIEPTAINCIE: EVIDENCE SU,BMff TED 2. ENIdence Submitted under previous -submittal E. ]NLkTERL-kL C_ERTff ICATIONS, (conflitue) 3. New Eildence Submitted _5. Quanex Part Super Spacer -Standard complying with ASTIVI C518 Thermal Conductivity _A� DRA'%TNGS 0..881 BTU-inl hr.-ft:L`F,, ASTM F 1249 WV-f R-Pass. ASTM D3985 Oxygen�Pam7 AS-IM. E A. DRX"1rqGS I .1. Drawing No- AID-0.5 5 70.0 Rer B� titled "Vinyl Slid ing Glass Door NOA W�� sheets 2190 I.G-. Dur-ability-No Fog -Pass. fStibin ftkd' under'proiaus 'V0_4 Xo, 15-9409. 05� L Dra. wing No. 'INED-55 70, 0 ReJ7 B, titled �'Vinyl Sliding Glass Door NOA (LMY7., sheets 1. I through 211 of 2 1, "ared by rnzmfacturer., dated I 0,,'OSil 5 and last revised on through, 21 of 2 1, prep ared by manu facturr . d at ed 10/0 5,�'l 5 and I ast rnrised on 0 2JO L2 1 04.�,'22�120, signed and sealed by A- Lynn Millff �, P�E_ 6. Quanex Part Duraseal complying with ASTM C518 Thermal ConductiNity 2-22 51LT-inf signed and sealed by A- Lyn�Mlillff, P__E_ hr.-ft -2 -`F, ASTM F 1249 W%r1RPass. AS1M D 1434 Argon Pemx=cePass_ ASTM E Note- This revrision. consists replacement of same emsting installation screw with flat head- B. TESTS 2199 I.G. Durability -No Fog, ASTNI E S46 Dew Poinl Development -20�F in 48 hrs- 1. Test reports. ou- 1) Air Infiltration. Test, per FBC. TAS 202-94 (Subw itted under V0_4 Xo. 15-0469.0-1). 2) Uniform Static Air Pressure Test, Loading pff FBC, TAS 202-94 7- Vision Extrusiof is, Ltd- Parts comply-ing with PVC-AAMA 3 03-13, Voluntary Specif ication B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Ripd Polyvinyl Chloride (PV Q Exterm Prof iles for V ision Extrusions, E ld . -VEX- I by 1. None. 4) Large Missile Impact Test pcTFBC- TAS -101-94 AAlILN Fenestration F_xtenor Profile Certification Program_ (Submith-d under N'0.4 No. 15- 5) Cyclic Wind Pressme Loadingper FBC. TAS 203-94 0409,615) C�. I C AL CULATIONS along with maiked-up draw, ings and instzlhtion diagram of all PGT Industries, Inc- 8- Vision Extrusions- Ltd- Parts cotoplying with PVCAAMA 3,03 -13 -0-0 (1) representative units listed below and tested to qualify Dowsal 791 anA Dowsil 993 silicones, (Subw fted under.X0.4. A& 15-040A. &�) Q.) prepared by- Fenestration Testing Laboratory,, Inc., Test Reports No.: 9- PVC-A-ANIA 303-43, Voluntary Specification fof Rigid Polyvinyl ClAnide (PVC) E)dericT D. QUALIT17 A&SU&A2N-C E FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proWsal), dated 09103.1 Profiles for Vision Extrusions'. Ltd.-VEX-1 by AANIA Fenestration Exterior Profile L Miann-Dade DepmImml of Regulatory and Economic Resources (R]M)_ U) FTL-20-210.7.1. PGT SGD780 Ahmiimm Sliding Glass Door (unit 7 in propo&d) FIL-20- I Certification Progran 2107.2. PGTCAL740 Alum_ Outswing Casement Window (unit 8 ia proposal) FTL-20- 10. Notice of Acceptance No- 184217.14 issued to Energi Fenestration Sohtim USA, Inc. for E, ALXTERIAL C-ERTIFICATIONS, 2107.3. PGTP%,76.'GA Ahiminum Fixed Window (unit 9 m proposal) and FTL-20-2107.4- their ---Yan 3040 & light shade (non-whitf) Aldt@ Rigid PVC Exterior Eibmsions for L Notice of Acceptance No. 1-9-0305.02 isnied toKuraray Amerka, Inc. for th-eir > PGT PW7620A Aluminum Fixed Wmdm, (unif 10 in proposal) -dated 0743�20_ an signed piring on 02,)04!21. W`iudow.s and D oors-, ex "Trosffoll, 11tractear, Clear, and Color PX'B Glass Interhtyers7� eViring on 07,08.24- CZ 0 and sealed by Idahnis Ortega. P_E_ 11- Notice of Acceptance No. 19-0122.02 issued to Enerp Fenestration Solution, USA... Inc- for 2. Notice of Acceptance No- 17-080&02 issued to Ktu-aray America, Inc. fortheir > sen-es "White Rigid. PVC Extejior Extrusions forWindows md Doom,"". mp=''g an 'Senti-rGlast (0ear and Mike) Glass luterhyers7_ expiring on 07/04123- C. CALCULAT]IONS 02,28,n-3- 3_ Notice of.AcceptanceNo. 18-1106.10 issued toVision Extrusions Limided for their'Stown 1. Anchor verification calcuh-tions and structural analysis. complying with FBC 7M 111 Notice, of Acceptance No- 2"24,31.03 issued to EnfTgi Fenestration SQjufi0jj, USA- Inc. for Coated (Painted or Laminated) Wldite Rigid PVC Exterior Exmisdons- for WindGws Edition (202,q�� dated W-21,20, prepared by manufactuter- -signed and sealed by their "Bronze & light shade cap'coated White Rigid PVC Exteflor Ext-ndons for and Doors7t expiring on 09,30)24. 0 Antbony,LynniNMer, P_E_ Windows and Doors" expmgonO+16,25� 4- Notice. ofAcceptmcc No- 18-1106.11 issued to Vision Extrusions Limited for their series =3 2- Glazing complies with ASTM E 1300-04, -09, -12 and -16. 'XT 1000 Tan 202 and lighter shades (IN-on-NAlitte) Rigid Celtubr PVCExterior _0 D. QUALITY ASSITRANNCE F� STATEM EN�TS Extrusions for Windows and Doors7_ expiring an 112,K 1. 0 Nfiami-Dade Depaftment of Regulatory and Economic Resources (RER). 1. Staterrumt letter of conformance to TBC 71' Edition (2010,), dated 042120. issued by manufacturer- signed and sealed by Arithony Lynn Miller, P_E� MENTS, F. STATE- F. AIATERLA-L CERTIFIC-kTIONNS, 2. Statement letter of no fmancml interest and of indel),mdew. mied by, m2niffacturer, dated L Statetnew letter of conformance to YBC 71 Edition (2020), dated C22101j,21. issued by L Notice of Acceptance No- L"3055.02 issued to Kua-aray America. Inc. for their 0-448,20. sig gned and sealed byAnthoqyLymN1ilkT, P-E. marrufacti signed and sealed by Anthony Dymn Miller- P�E.' U) "Trosifoll, Uln-aclear. Clear., and Color PVB Glass Interlavers-- expiring on 3. Private Labelikg Agreement document t�tween PGT. dated 0330A5 and signed by all 2- Private Labeling Agreemwt dated 03,,0&21- between PGT Industries- Inc. and CGI M 07/0V274- involved parties. Windows and Doors Inc., signed by, Dean M, Ruark, P.E., V.P. Engineering. on behalf, of 00 Notice of Acceptance No. 17-080:9.02 issued to Karara America. h, tc. fortheir "Seatty,GhnS bothcompanies- < (Clor owd AN-Thite) Glass Interbyei-s-, expiming on OV04123- G. OTHERS 0- 3. Notice of Acceptance No. 18-1106.10 issued� to Vision Extrusions Limited for their "Brown I- This NOA revkes NOA# 1.7-04!0,,06(PVr-wACG1) and updates to FBC"202)Q (7"Editiou), G. OTHERS —0 Coated (Painted or Laminated) White Rigid PVC Exterior Exa-usions eViring 04,�11,21_ L -Ihis NOA i evises & renews INOAP20-0429.05 (PLA w/CGl). expiring el 4V26� for W, indows, and Dvers_ expiring, on 0930j24- 2- RER Test proposals #19-1155 dated 011"10020 approved by 1shaq1_ Chanda- P-E. expiring 2. 'Ihe cunent associated PL4, CGI file #2 1-6205� 01, expiring 04,,14!26. 4� Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their 04,114-21- W series "VE IM Tan 202 and kaliter -shades (Non-7"'bite) Rigid Cellular PVC Exterior- Extrusions for Windows and Doors"- expiring on 12,129,12 1 < Ishaq L Chanda, PJE. CLandA, P1. Z Ishaq 1. Chand'a, PX. Produtt Contral Unk supenisar Product Control Unk Supervisor z Product Contr-G] Unit Superriwr x 0, 1 ! I- a ! a s ' v NNOAIN70. :1_0205.03 < NOA Expiration Date- April 14,2026 Expiration Did*, April 14.20M _j Expiration Date.- -Ap;il 14,10-16 ?kpproval Da t,*. M-Arck 21�2 20.21 Approval Date� March 'S� 1.102 1, 4proval Datc. Marck 25,21021 E -5 SHEET NO. March 6, 2023 PA 1 a 711 1- 7-7-T. -1 _F__ C_ FF U) > 0 MIAMI- MIAMI-DADE COUNTY a C�L o 2 PRODUCT CONTROL SECTION � Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOA" 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 to -Co NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/econom =3 -0 0 -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903Z 0 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS E 6 9: V" 0 0 0 Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of cc C-� C*4 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", TNel I of 5 co >4 .0 LL. CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, RE., dated March 24, 2003 and Drawing No. = U_ 0- 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 " & cc = �= C) M 0 > U) -0 SCOPE: "Cast -Crete 4 ". 6" & 12 „Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables'; sheets I Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112 -C" 2 .- E 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials, Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28�. 2003 both through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003�, last �Vc prepared, signed and sealed by Craig Parrino, P. E., on 08/19114. W C2- = U) !E C)- 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 , t5 U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 2Z 2012. C, B. TESTS CV . — (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS 1 r Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08119120,14, pages 14,201 through 14,236, t this product or material tested for quality assurance purposes. If this product or material fails to perforin in the sealed by Christopher A. Ham on, P. E. C. CALCULATIONS C1. J prepared by Craig Parrino, P.E., signed arid sealed by Craig Parrino, P.E.accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, .2 modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Casf-Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. RE., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None, Zone of the Florida Building Code. 1. None, DESCRIPTION: (Cast -Crete) 4'1,61' & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & IT' iOO2. 1, Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, RE, 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 4 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I cif 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., doled March 24, 2003 arid Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4" 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, RE, dated March 24, 7003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product, B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade Count); Department of Regulatory and Economic Resources (RER). 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and Wt 1A E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ,—�ihny'A. Makar, P.E., M.S. 554letiny A. Makar, P.E., M.S. 1� C:��41cfrny A. Makar, P.E., M.S. . A NOA No. 20-0630.15 6 Pro act Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor 0. Product Control Section Supervisor NO No. 20-0630.15 I ff_MIAWDADECO�� Expiration Date, 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 OgAo)wo Approval Date: 08/20/2020 Approval Date: 09/2012020 Approval Date: 08/20/2020 Approval Date: 08/20/20,20 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS W 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS K MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT46121 titled "Cast -Crete 4 ", 611 & 12" Lintel Safe Load Tables'; sheets 1 O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -4-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 3 B. TESTS 0 L None, L C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O UJ C41eliny A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. < (3) Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 - /TITI E00 IML TILLIT TESTING A ENGINEERING COMPANY - -, -,..,-- WATTER A. nLLrr, JR., RE , tilteco@aoj.com YL P3. I_- N=147 YL C AUI,-N.. 06-,IY PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATFOORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QJQt1aLFnbwAknFtody d%jLr,�, 4800 S.W. 51 Street Davie, Florida33314 I.. PURPQK.01F EVALUATHON: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE.- - SUBMITTED. 2,11. PRODUCT EVALUAT-ION-DOC�UME-Nj-(P.E.D,)w Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU', sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and .sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part j , ,J,JP,ls Evaluation Report. �,,101 INI,, I,s%l _�,, 0. ,�-, I, R A, rQ �!,, "V; .......... � ' ' //*-, ,--- ,.,' i,,\13EN ',..01 -*---If - - O'k, .. - -. . , � �___Z_Jk . - "'_ _' �::� z -_�- - 1 -. `�'Mo, 44167 ' -t -1 " 2 11.1,r 2��i *' 1 =, I I " - I, � * :* , ,� I - � __ , , �`D� - .. - - � _� - ;:" 1 �- :. j: � -0. %, '!�Ir V�- 40DI0.,*',_; , 1-1 I'. , " �, �P� " ......... " \,4� 1 6155 NX 36th Street Suite 305, Miami, Florida,13166 - Phoiiie: (305) 871-153 0 - /, 0 � "W", "'i'l,'"'110, PRODUCT A1,UAT1QNREP0R�rN0__J0-Q12&U 2 22-TWESTRIEPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports 9 96-569 dated D8/0911996, #96-570 dated 0911 ell 996, 996-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 1010$/1098 witnessed by Gilbert Diamond. P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P-E. ZI.-STRUCTURAL ENGINEERING CAL WIATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordancewith section 161 6 of the Flodda Building Code. Calculations prepared by 71teco, Inc., dated 11103108 and 03J1 2/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS-RE$ISTANCE-. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15, 16,19. 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17, 18, 19� 20 25 and 26 of 26, of Product Evaluation Document (P.P.D.), drawing No. 20-176, JNSTALLATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 8,14,16, 25 and 26 of 26, of Product Evaluation Document (R E. D.), drawing No. 20-17& ,,,%%WIIIIII1I,y,, 0 , , ,�k N; Tki/N .,',',%-�� 0'.1 . � - ... I a I .. �p I -K:jF . `\, - ... . . __ , � - \ZENse' � � �, _42� ,,,-,* - .. - - . - I- . - , - � '� = ___ , . _. _= ------- _-W-44167 ., = � , I I I " � . �, * :*� , I . - I / S % STATE OF Ji,9: 4�F _ ,., "ZOR , _ . �,. I'D �..�, sl'.' F61 "I .... -, 1. *'�101 SJONAL ,,k, "ItionmiloWl' - GENERAL : 83) IN CASE THAT PRECAST SIONE, OR PREChSr CONCRETE PANELS, S`OICCO OR WOOD BOARDS RE ICOIWo kIN IML oWA_Eo&,W_WM_MAW=_MM_=AM_ffiMX EXISTING WALL, ANC14ORS SHALL BE LONG ENOUGH TO REACH WE WAR STRUCTURE SEIAND SUCHI PANELS, I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOCUMEN1 (RED) HAS BEEN VERIPILD FOP CWPILAINU IN ANi SMALL BE AS MENTIONED IN 8.1) AND IN 6.2). ACCORDANCE WITH THE 2020 P. �DIWN) OF WE FIORIOA BUILDING CODE fc) IQ-4;�aitN�-.WWD�,�Lmj&-Ui=-A&M�.�L,�=-Mn DES 4 WIND LOAM SHALL BE DFiFEAMIMED AS PER SECTION 1520 OF THE ABOVE MNNONED CODE, - 1/4-0 TAPCON AACKORS. ASIMMOFAE70RED BY ITW ISAUXEIL INC 0 i FOR A WIND SPiEM A' RISQUIRED BY THE 4URIVNCTION WHERE THESE SWITERS WRA RE FRETkA�M ANO - 14-10 PANEUAAIE FEMALE O AMC PAKELMATI PLUS ANi AS MANUFACrOUD Of ELCO CONSTILOCnON PRODUCTS FOR A DRECTIOTLALM PACTOR Kd-GAS USING ASCE 7- 1 6 A04D SHALL NOI IEKCE�-D 114C MAXIMUM �A,S.D) - I /A'd LAC SCRIMS PER N U�S DESIGN PRESSURE PJMNGS INMATES ON !SfUTS 7 Wi 12, 14. 15, 16, To a 20� - 7/16'# * S/8� WOOS BUSHING. AS USTRIBUIED BY ALL POINT SCREW, SOLT Or SPECWJ� GO IN ORDEP TO VIERR� THC ASOUL CONDITION, UO)MATE DESIGN WIND LOADS 0TYPROVINED PER ASCE 7-15 C I ,� MINIMUM WREAM PENCTRAPON FG,0 WOOD Of 1APCON ANLHORS SKA" M 1 1/2- INC 2' FOR ELCO PANELMATE PLUS SHALL BE nRST REDUCED 10 A.$ D DEVON WIND LOADS 13Y MUL TIPLYINT; I ,HEM 13Y 0 6 IN MEN TO AND PANELMALE FEMALE ,M COMPARE T'ITsE VL/ WAY TASU) OESiIGR PRESSURE RATINGS INDICATED ON SHUTS 7 WHO, 1.� I., is. 16, 19 & 20 IN ORDER -'a VERIFY `WAT AICHOYS ON THIS P ED AS TESTED WERE NOT OVER STRESSED, A SA INCREASE N ALLOWABLE C 4 MIN�IMLNI THREADED PENETRATION OF LAG SCREW, INTO TNE *GOP FRAME Ofir SItkLL BE ! 1/�' NO WRTADED STRM FOR MnO LMs WAS WIL USED IF, WEIR ANAI_y,.�,S FASTENERS SPACING TO WOOD HAS BEEN GETERMWED IN PENETRATION INTO STUCCO S", BE C'ONSJOEPEO AS PAM 01 THE REQUIRED THREADED mENETTIATION ACCORDANCE WTH N.OrS 201a- C 3) MINIMUM EOGE DISTANCE OF LAC SCREWS, INIO WOOD SHALL BE AS WDICATED IN IN* DPAWINC STORM PAROL'S AVEOVALN FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION !626 OF WE ABOVE MEWTONED CODE AS PER HURRICANE ENGINEERING at TESTING In, REPORTS 96-569. 96-570 4, 96-T30 AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/0' 1/4' 0-20 SCREWS USED SH.,1 OF I 1/2- LONG MINIMUM "ESTRAriON, TEIDIW, LAS NO, REPORTS faO32 & II12ize . As PROTOCOLS TAS-2ai, 7As-2o2 AND TAS-203 SHOULD STUCCO EXIST, AND 1* MINIMUM FOP WALLS WIN NO STUCCO AS WELL AS AMMVIN TUU LAB OF SOUTH FLORIDA REPORT #0219.OT-02, AS PER TAS 201� TAS 207 AND TA-1 201 STANDARDS. C 5) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PAWaS, STUCCO OR WOOD ROAR!ITS BE FOUkD ON WE EXISINIG 2 ALL ALUMINUM CXRYV5ONS `0 VIE. 6063-46 ALIOY AND TEMPER (UNLESS OWEWi% ,�,_O) SEE ,vim. WALL. ANCHORS S�FIALL BE LO"C ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAHEL_- 2 4--NOIMCZ SHALL BE AS MENTIONED 1. 1, 1) C 2) 4 C -) I ALL ALUMINUM SHEET METAL USED AT CLOSLIM SHALL HAVE 3tOfi-HI4 ALLOY. (U) ANCHORS 5�� NE iNSTAU ED FQLLOWINr ALL OF THE RECOMWFNWnGAS AAC, �PECWFEAAONS (IF THE ANCHOR S MANUFACTURER A ALL STEEL SHEET METAL �ANELS SHALL HAVF 57RUCTURAL OUALITY MEL ASTV A-95-4 OPML, 50 ";MUM. Q-60 GALVANIZED STEEL Of_�GNATION W/r(- 5BS �, (AFTER ROLLED). 8 FAAE',5 WAY AM BE 04STALL-M HORIZONTALLY FOLLCMFIG INSTALLATION DETAALS SHOWN ON SECIICN 3 TFihTAJCM 10 (SHUTIS 4 THROUGH 6) EXCIE-, `H�Af HEADERS Q1 & 0 SH&_L HOT BE USED 5 ALL SCREWS TO BE STAINLESS 5TEEL 304 OR .118 QSI SERIES OR CORROSION RESISTANT COATED CARBON S`IUL As PER DIN 50018 W/ SO �i YIELD STRENGTH AND W Mi TENSILE STRIENaW & SHALL COWRY W/ FLORFAI BUILDING CODE 9 11 SHALL BE THE RESPONSOUT, Of THE CONTRACTOR 10 VERIFY T"IF SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO SE SEC'IDN 2.,! 3..� 4 ATTACHED TO INSUPIE -ROPOR ANCHORAGE THIS SHJTrFJR SHALL ONLY BE ATTACWT) TO M14CACTE. BLOCK OR WOOD FRAMI, JAHLMNIGS, 6 WATS TO W_ ASIM A-JG7 GALVANIZED 5TEEL� OR A,S1 304 SERIES SIAINLLM VTU� WITH 3g WA MINIMUM I)ELD . STRENGTH H). EACH REGULAR STORM PANEL WITH LENGTHS, MS W-8 7HROUGH 12 -.*. AS PER SECTIONS C, 5. 9 & 10 ANC ALTERNAThES FW. ' T$ IL 5 A I Z RESPECTIVELY. SHALL HAVr A �.rLGLRUE *10 TEEA' CLY V III . INSTRUCTING OWNE , ANCHORS TO WALL E1IALL BE AS FOLLOWS SW & IOW ON SH& fSIBLE WAR V R OR TENANT TO N!:C0Pt PANELS WTH APPLICABLE REINFORCEMENT CURING ?EFNODJ Or HURACANE' WAANIK (A) rO_,QV_-T)Ekg -1 _,,k1&QO .QQN�_ I I THE 0SCALIATION WiNTRAr`F(,W IS FO SEAL/CAU1,K ALL SP)TTEq COMPONEW EDUCS WHICH REMAIN IN MNTIMUOU$ U(�NTACT ffli - I t-. TAPCONF ANCHORS AS MANUFACTURED 6, LT �Y SLILVE., IRE (0,� f-3152 P � I) THE 9USLONO TO PINCY'rNY WINO/RMN INTRUNSOIL 11 - /" I � -1.18, CXA - I" ANCHORS. 15 MANUFACTURED By DEWALT INC (MIN, V-31CAT P..,) I ,/�,- , V�, SOUD-SET ANCHORS, A-5 DISTRIBUTED By ALL POINT SCREW, SOLT & WCIAU'l Ci!L 12, STORM PANEL INSTALLATION S"I COMPLY WMI SPECS iNDICATED IN THIS DRAWING PLUS ANY SUTLDJN� AND 7ONNC RMULAFiVNS (M," C-300 P..0 PROVIDED By 7FIF jURI5,01CTION WHERE PERMIT IS APPLIED TO - #14-10 PAIRELMAIT FEWLE 0 & PANFLWATE PLUS ANCHORS, AS WUIACRIRrD BY CLOG CONSTRUi PROCOCIS 11 (o) THIS PRODUCT EVALUATION OCCUMENI �P F D,) PREPARED By 7IIISS ENGINEER IS GIENER(C AND DOES �Vr PROYIUL INFORMATION 'MN t , 33_bo P.,;'? tDO A S H SPECOn. PROjECT, i v WHERE THE 5ftT CONTURON5 OCVMTE FINA THE FP ED , - � 4 �* OF TAP-ORTF ANCHOR5. AS MANUFACILFRED By 71RU-M7, CDIWMT04 ff'3600 -.1 I OR . kl) MINIMUM EMBEDMENT OF TAPWN AMC64GRS INTO POURED CONCRETE SHALL BE 1 3/4'� 2' FOR PA"'ELMATE FEMAIE IN CONTRACT TO BE RCSIPON51SLE FOR �HE SELECTION, PURCHASE AND INSTALLATION INC,,UONG LIFE SAFM Or TmS m.QDUCI EASED ON TFtS PiEZ. PROITOED HE/SHE DOES N,01 "Alt FROM T�E COWRONS, DETAILED ON tH(.--. DOCUMENT FO AND FAMEMALTE PLUS AND I t14" FOR OF TAP-GRP ANCHORS, LaRSI-OCTiON' SAFF17T AT SRF 15 THE CONTRACTOW5 RESPONSIMIT, &Z) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- IWO THE POURED CONCREIT, NO EMBEDMENT INTO it! THIS PRODUCT KIVAWATON DOCUMENT WILL 13E C�DNS[OtREU INYALO IF MCOXIM STUCCO SHALL 91 PEIWTED 7,14- _-O SCREWS USED SMALL BE � 1/�- LONG MINIMUM SFIOULD STUCCO EXFST, '40 " "NUM FOR WALLS WMA NO ELICCO. AND MAY BE HEADED SCREWS OR ALL ftl—READED SCREWS W/U �IEAO. , 6J SITE 5; �_IIC PROJECTS SHN,1 BE PREPARED By A ri 'ORDA REGISTEFCG ENIGTMUR OR ARCHITECT- WWCH WILL PECOME THE S, - _,, VIN WINC NUTS ENGINEER OF RECORD (EO,R,l FOR THE PROJECT ANO '" WILL BE RESPOITReLE FOR THE PROP"A USE OF THE PILL). ENGINEER Or RECORD. ACIIMC AS A OEUErATM ENGINEER To THE A 5� IN CASE THAT PRECAST STONE, PRECAST. CONCRETE PAYIELS� PAVERS, STUCCO OR AKFDO B04RDS BE FOUND ON � PEG, ENGINUR, S44LL SUBMIT TO THIS "TIER THE SITE SRCCGJC DRAW�NU5 FGR RqViEw ExiSTIFIC WALL OR FLOOR, ANC�toks SHALL BE LONG ENOUGH TO REACH THE VAN STRUCTURE SFYIND SUC`H �S ANC80RAGE SHALI (.) TKS 11-0 SM� BEAR THE DATE AND ORIGINAL SEX AND SIGNAIUR.E IF THE VIROFF-FMONAL PANE_ _ OF AS MENTIONED IN A 1) AND IN A�2). ENRLIkEER OF ROTCRO IHAI PREPARED IT (8) M-affUb&-QMKS---�--MQ,-WA6L-A5N--�--09 - 1/4� IF 1APOON ANCHORS AS MANUFACTURED BY I I W BUILDEX, IW IA SHUTTER MANUFAMUREPS LABEL SHALL BE LOCATED ON A READILY VISfBLr LOCADON AT STORM - i/4' 0 1 7/V C"-W ANCNOPS� AS MANUTACTO RED Sq OCWALT INC (FIRC I'- 150o p,, � ) PANEL SHiMER IN ACCORDANCE WITH SECTION I.IUS,9_1 Or FLORIDA Bui,DFRO, CODE. ONE LABEL SHALL RE PLACED FOR EVERY OPENING, LABELING TO COUPLI WOH SEC110N I10,92 O� 74� 1. 1/4-0 X 3/4- SOUO-STT ANCIIORS, AS DISTRI80TED BY ALL PaNT SCREW, SOFT IF SPECALTY CO I�ORTDA BOURG CODE (MIN V-1800 P.A.) I I I - - - - #14- , 0 P,ANELAME FEMALE IS AND PANTUMATE PLUS ANi AS MANUFACTURES BY TWO CONSITILICTI.ON IiM DRAWING SHALL ONLY BE USED TO I I OBTAIN PERMITS IN ME jn_L.2� MrUCTS (MIN I'_2571 PP.,', ,k010NJPM,,0,. - 1/4- 6 CF TAP-C,R0 ANCHORS, AS MARoUFACTURED By 1RV-FAF1 CORPORAVOR :, ,14t ". /* &,. . - . � - -1 PAN" R I 0 1 C ., G - FLORIDA BUILDING CODE (High V010CIty Hfl.ano Zone) IS 1) MINIMUM D40EDNIENI OF TAPCON AhC.OK ELCO PANEIXATES AND CT' TAP ORL 0 , FIT HE I ____ Bux. UNIT '�HAL!_ of , I/.- .. . S .UVID 1kX0% "K I 2U OWE I GALVANIZED ipr ' . � PANEL STEEL STORM - Z , NO, 4 15 I OFAN" 0,` 8.2) CALK, N A, SOLD ANCHDRS BE EMBEDDED 7/8- !HE 7 ` � -Sir, SKA1 INTO CONORK'n @LOCH LINO NO , - . - . S ---,-- INTO STUCCO $41'LL BE PERMITTED !�4' 0-20 SCREWS USED SHALL BE A 1/2- LONG MINIMUM =-Blev.. ", /I 1� ILOM PROTECTION PRODUCTS, Liuc, EXE1, AND I I MINIMUM FOR WALLS Wlr� NO STUCCO, E -01. <Z�*�___, 11LIECO,il., - _13. T or �, / .. 5. III �F` ..:� Fnrn,f. * . . ��' `L I 20-176 .." I ... _y1_ "LLN C`_�"" ,0 - — I R _... - 1. .10* O�FmWi '.. ()_ .1.1 �_,7 , , , ,41.:��.= - - 1;� - - f� 111-1.1 � � - - - , , — t!� IA_,XIN,I1,I - . ,,*,-"M,,v.,.. M IT-, '.."61 I I TV, ", - PS I - I � I - I . I a i i i i - I I - I I I E 0 01-M-C C V V A I - UAIMN P JXQH1_N0_2L,Jl 3 6. MATERIAL CHARACTIERISTI AND. -SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P. E, D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, 7.11MITATIONS AND CONDITIONS OF USE, 7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,,%J0010141i", 0' �k N T1441','%, 00, �� :... �� ,, .;�,,; - ". � 51P .1 R, " - �,- I - .. . w ;g7 _ , ,�� EN& � . �� - s, -- --- Z .. .' T, I I _�:�_________,-_:r__ � 44167 `. I , - 6_,�_� . - ,,-, * I , S_*'.. - 'k .1 f _:�'W, ;Zo -*,_"-. STATE OF ..,�5 _' z - " �, " _?�6��In.�_ - , , I . 9 . - , ID . L's �g .. " - '. ,�, IQ I � ,0 . I, 14111 fl Ilk% YVATILL D �T In L TFCO AD M ON RE CO R CS � P. E. RE PORT.2 0 � G LORAL, PROTECT I ON P R 0 D J CTS, LLC k 2 0 GAGE GALVANIZED STEEL STORM PAN ELk DRM # 20-1 76 � R EPO RT 9 20-0728.01 . /T— — 1 -LFECO illikklac\_ TILLIT TESTING G ENGINEERING COMPANY WALURA, TILLIT, M, P.E. fi1tCC*@aOI.COtn PRODUCT EVALUATION MQR—T M�P.r TA,Y-iNo 44167 ILCA,UN,,.0Dfi?I9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Giobal Pratection PrQdUAlIS_= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIONI This is a Product Evaluation Report Issued by Walter A, Tillit, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No, 6IG20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and reAslon in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.Y Drawing No. 20A75, tited "24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteRWONoi , Evaluation Report. ,,,,:'�t , `�41 N, .,* "; _.... �� *, �V - ` \ , " - �,-,. 1-1 -,' �L�` V.tm$, - �:, % - - __�__ . 7 � �15z;�_JL __ ' - � - !;7`_J-=' �--- ' :, fl67 '1� 7,�'_�04*��-_11 * :* . Y' 1� ,C " � i�'Ii._ ' STATE OF ..',*-. 1_..'!��'-., "'tOR11P.L.',X�4�' 6355 N.W. 36th Street, Suite 305, Miafni� Florida 33166 - Phone: (30-5) 1 -1531 QOMPONENTS FOR REMAR & LIEE SAFETY STORM EANLLS (SCALE 1/2�1`) _. . - - - .1 ... I— 1 ,5,196- (TOTAL YAM) -- - _____, __-, .1 - - - __ I - - 11 - -, - 15"96- ITOTAL WIDTH)- - ,-- - ___ __ _� : - _ __-, __, -,-- I _ - - ,-- 12-500" (EFFECTIVE WIDTH) - --- - - --- __ � � � I-, I I - � . I � � . 6 1/4' --- I I-- - __ - __ 6,2W .- __ _.,____- - i ! ,- 13po' - -1 3*0' i �, I I I N I , - � � i f , , \ 2,6k7� - -1 F _,_ !� _\ ,.7, 11 __ �1� /,.% " � - !, I I _U .,-.�,--. i I I f �-I.�?01 - ,--�-500` I A-11, �, � � V "I .1 I , I - - I 1` .�Po / 7115�1 - 1% nr F � � t ,� , 1_246, - -,, � " "I i , I � -, - *0 �__ - It I - � I , . A -' 2�B57- , " 4, � � �`�Saw 0.036, WK THICK T-1,35D"� ,1� I CALVANIZE9 SIM , -- ` ;�' Z' ASTIN ` - f`�,, , I OR"" I �.0 � .W_� 0- so A � ,�SG� 60 CAL J , I I 2OOO. �, 11� I f�p A , .__. � TW I I I I MMED to � ,. I GE I -L;STAIL OALVANIIED 1%, .� " , , 2. , / MAIL , GOO* " A, A.- 5 I MUTE 50 MINIMUM _�J , G-60 GAILY ' \ \1 �. _� /.,. � / I' 1i , , __ i ' HEMMED ""P N\' j.a C � ��AIL ,\i4 I - I . I , � I OETAL A-, A L � ;" �_ N - - - A - - -------- _j,��,!ir -,.--- ____ ---- , ___ .3w* t—I I�Z. -1 I � - , - "-.--,. ----I I _. H,350* T 0QW-EAKEL 2.187' - ,-� . : I - 3II, " _', � PANU 3 OW UP � - 1 - 71 �_L��, , � . I -M, '� ----------- ,,,� I __ .-..-- 1 2 !87' -- - ] 2 .� 1.2w .1w, ss� - .7bo* 1/4-III-20, 1/4'-20. -12�: 7 304 SERAPS, "I W/ Ni.� iivr , '1� . ,,, &<-, �,--, j,� �-,, , _ - I I ZT,-, /,- <, '�,�____L -, __� I I � . I I - �100' it a , -_ - I I .L Fi-Ox - - i r_1_ I J ,-- _� i 7 I �, _,`�-� 10,08' —1 009 ) I 1 093, -I ; I '� .� 3�375, 1093, - .043' . 2,1� 000 '. ,� - " I r I I �50 304 SERIES 2,11" A Sim RNSIM S S, SUI W RNET10 .750"- AN`O`�C IF iii � - 11 � IT20 �141�'.-!, V21 OL - — " - __T ..... D � I 1,500" - 70 EL: -Y, // 6 -1 I- .150, Z--�� , //. I HEMMErk , : 09�I4 1,125* - I � A, 0, t.75' � , , t 2391 SEE MAL I I I -At � , - - - - - ", �, ,V I- , 41, � � i I �=_ Re�a - , it �M� " , I_ 375 , , ; s i I - -- 14- - 11 I I '. _ 1 I' IV- 1 - - _ - � I I i i . I -1,500--�1,500 is METRIC VIEW QETAIL ,)' --ZGOO-�'� "44 ROUNDED CORNER 0 ENDS or PVO�Cs , (A .,-�, ./I , - L-2,0W - - - END UP W/ HEMMED EDGE. (-,"� !hL_HEAM /-.", -V.!� ej`� ANQU (4 ANGLE YLITH STUD WITH (N.T S) k±�/ UO kz) # ANGLE REVEME MID -1 I VARIES I ! - �_ i SEE W. - ,_J 1/11 & 2,114 - -.---- W-344, - - I TY, TOP EDGE .37L' ,96. ,374' 'G�G_ - 750- . I � I . I ; ____,�, M, I , , , U�! .-t, 1.46F , I 'I Cc OF PANEL laa.� �, ,� I 1 � / - . ,w IF , --- . . f. 'J - 375 . r _� ; , '. / - --- . f - __ M _.� - `FBk,-:,;_ - � I --.-- 71' -, � 1", AD - - I 125*� , , y.-O-M � SE -Es - I S S MID RNETED TV I . ;�id a ,2 vr Ot � . � : - �. -A I t- � - .390" ___ - � _ __4 , - - F r I � 57I* � 3. I , I 4 I 1 � , 106311- . *" - 8, � J 11 �67'. , I e ,4, I 015� T . "_ . i_x� � _j/ 8'A ADLE FEW q LOCATION AT EVERY PANEL QvVhAP _ - - .957 - \1 1 1 I � - :.080. ( ; 'P, I- -,- I I Tw. _I - I - MAI. �W' � ,iwo -1 -- 2,000- - - - -.064, (TYR.) 7.000 I (�) KEY HOLE WASHER _ - O&r ___- r�� . �!) E" TRACK ANGLE (4 34b* ',F* TRACK (2) WT PL&M : � I ._ " _ _ I � � DOM, (Mi,) . 044' OALIANIZED STEEL - - , . - - I I I - - I , � - -I i i, , .37YO " :Ielo .675-0 f—__---,, - _ ��,l ) ,,, �;'�' .... T, s. , t" 12�, - , , �, � 1 4p"_11", ... 11 t�o,i�� , 40g��' N)l;trls,�"%. � / 8 I,--( . " S 11 " 1. WITH STUD ; 1 L_ 1_____�250' I _ � I I . I � - A4 , - J I I I � __ .1 J� -, I 37'. --,, , _= f No, 44167 1. \ - I - - -r-mr-0-1 3 * ,*1 _*t � . = FLORIDA BUILDING CODE (High V9100y "U'lloons Zone) � MBO� � '� jJATE QF - I I- . '4 %_ _t$7 .,_fL1M11'1Q"V1011t'2CLNUT .' OF PANEL S 1% , III, .1 . 4427 f , Z 'r 'D, 0i,`- W.20 Tkmo� � 20 GAGE GALVANIZED ST EEL STORM FIANEL a F.P Ilk" Wr - - - 2.000' � O&I "_1 (�� KEY HOLE ;�?E� .1'\11 - I %. r� PrI ___ _!:::_�_, 44 7-.-k 00 ,;- I- � L" �"',�__4ft,_,__ iUM.". __ /7i-L R C 0,.. \ _ _ GLOBAL PROTECTION PRODUCTS, I.I.C. OT/004/mft' Im S... $1 SOW - �YEFMTVELT. vlt Woe MID W/W �`_�_,�_, TILLIT TESTING 81 INWANTER014 *:IMPARY -, TL =I, AWMINUM ANGLE MONDUITC WASHER W1 ADDITIONAL ;- _i, i f _____ - — — I .1. - C-M--p-4-1.1 � (95AXW-n�, Fu� (2iMIWe1MF7 20-176 . . 7/8`* 3/31' WARREN OLIAINLESS STTa-;;� moal RLATEID SnEft) . - P1 SE.410"T~Wlt _0101l7ts tv, PE 1IFAWW2 N� - 1 - 1- !!�. - . � I -11 - � 2 OF a i - - IF-91 - I A - I - - _MLU I IIRODUCI'EVAI,[,'AI[ON-REFORTDIO. 24--#723M 2 2.2, TEST REPOR Large missile impact load tests were performed under SSTD 12-99 standard aS; per section 1600,1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 081 4.01-01 dated 03/11102 witnessed by William R. Mehner, P.E., Boriz Monoz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospeda, P.E. and Henry Hattem, P.E. Large Missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OGM-1" by OG Metallurgical, Inc., dated March 13,2009, sJgned and sealed by Frank Grate, P,E, as per ASTM E-B and Tensile Test as per QG Metallurgical Report No, 11 OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jacial'ano, P.E. as per ASTM E-8. ZA__4�R�ALZAMNEMPJNG CALCUUMQNS,. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as W4811 as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated l2fl B110 and 08127/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MI%51LE IMPACT RESIS ANCE: T Large missile Impact under section 160g.12 of the Flonda Building Code, as per SSTO 12-99 Standard and TAS 201 � 1 4. WIN LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain Wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document ll drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. en " MODUCT EVALUATION RXtQA1NQ_2Q�QU7,Q C= " r".. &INSTALLATION: "_ Installation shall be performed strictly in accordance with details indicated on = C3. sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Docume!MP.E.D.), _ drawing No. 20-175. Minimum separation to glass shall be as i0lOated on 12 !G- sheets 3, 6, 13, 14, 15, 1 6 and 18 of I 8, of PtOduct Evaluation-Mcument ::W LU C3 _= I= (P.E-D,), drawing No. 20-176. . 1,_ 9 CS C_; CL M _E ca C-3 C� _; 111=111 = >< -6. MATERUA ., = LJ_ 0_ - - L-CHARACTERIST[CSANO SPECIF S: cc C= - Shall be strictly in accordance with General Notes and Component icated *(M- -= c'-1 -= sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D.), a NsK 2 cc-2. "' 20-175. �c _T M �:.c A pone , ' - e= , - S" nt icate .E _ D .), Bi . LD CL. _= W I= - = o Anchor specifications shall be as indicated on sheet I of 8, of Produa - is =:r C= CJ -- Evaluation Document (P.E.D.), drawing No. 20-175. -r, 3: 3: cc 0, = .!2 C., - 5 = 0) .!= CU = i, .-::. = -2 ::-, ' " & -M 7.1- Shall be strictly in compliance with General Notes No. 1, 8thru 14, Indicated C=0 E - C, on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 0- 4J prepared by TIlteco, Inc. and signed and sealed by Walter A. 71111, Jr., P�E. 12 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. ritlit, Jr.. P,E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719). WA`nU_ D'ITILTFCOADMON RECORDS I?, E. REPORT.2( C-ALVAMZE-OSTEFLS70RM PANEL �DRWG#20-175k 1/4, 2/4, 3/4, 4/4, 5/5, 7/5� +1W/10, ZW/10, 3W/10, 4W/110� +6/5 Sw/10, 6W/1i & 7wpi - ". I"._'.., - _.._.____ ANCHORS, FOR CONCRM 9U SCHEDULE ON SH a & 9 � -_ - - - ____ r MAX : " MIN. , M-R WOOD SEE SECTIONS 04 SHUTS TO & I I , 1- MIN,' __1 - 0 0 --- I- __ 0 _—, I ___ ____ �:�� — D. M.,(�), @), (�) + .f--�----1!- -T_-1---1--�-----r1 r". ___ 1-1- e ------ --- 11--1--l- _,__ I � I 4)t, ;:, , , --l -,, �, ,---I--,,- , --.-.-- � " - , , � ! I I "I I � , , , I I I I r I I __ - , , , 1-7 � -�--T-, - - --i--, 4--,-,, 1 1 � i i I f i I I I I I i i I I q)+T.(�)4@- 6 1 1 l I I i! 1 � il (D 17- -1 f � I IL, � I I I : j I ; � I 4 i , i , � I � I i i I � , i I � i I � 1 I ! I i I I i t I � ; I I : 1 � I 1 1 I I I I I I � � � � 1 1 1 I 1 6 I . I i i � ; f I I I i I � 1 I 1 I i I i I � I � �� I I ; : I I I ! SO . I , s ; I t 1 1 _� - - � - - -_ i i 1 � I I .1 I - - --- -_ � - - -, --L . - --- - __ ,_� . J I -1, . 2 - � . - - - 1 - I 9 I T -1- _. I . i I" f , -, , - - ----I-- ___ - _` � T �- , - -I - I I . I ! t) I— _L-4- I , � ; I . 1 I I I ; � � � I I ' 1 1 . . - I 1 ! I � 10_N I i I -7-7- . I I . I .. I ; � I - , , 1 ?-.I- 7 . r ; I � - 14 i : I I I I 1 . . . 4- -1 , I 1 1 1 � I . . 1. I , 1 4, ,W � I I I I - -- -1. --; I I . 2 . � �i � I . I I ,-i--! - _; - - I , ,,, . i t . I . ; � , , I f I � � ; 4 � I ! : ; k 1 1 1 I I � I ; ! I i � i i � 1 ! i i � � . I � . I � � X � ! I I I I I k__ � 11 I -- - - - - - i � I I I i I I 1 I � �&l I - I - - - I !�� I i I � � � I I I BOLTED PANELS W/ 1/4-20.1, 1 i I ,,,, SOLIED PANELS i : ;_ - , ; I 1 � I i - I , I , . i � S.S. KS, SOLT W/ 7/9* . 3/32 �i i i(SEE TH) ; 1 r I ; 1 1 � ' 1 � 'WINIGNUTS 0 CA OWPAP I I . � t I 4 � APPLICABLE) 7 i 9 I I I I i � . (SZE SECTIONS AS APPLICABLE) ! . 1 ,� I I I 1 I � I 1 ! I 1 � 1 i 1 � 1 I � � , j � / : 1 i i L 1 1i � � I I t , - - -_ i - 1 � �, __ � ___ _L_ A , . i I I - I i � , � L _ � -_ , — _ - -1 , L " - I',' 1, I 1 - - r I I - 1. � - T - f - i � , , I I , I . �T I � If— I— - I I I �. i I ,I, I _ _' - -I I - !r I i � ! : 1 1 ED I T � I I 1� 1; ! ! I 1 � ; , I � � ; � � I .� I I I 1 I r � , i � 1 . I I i � I � , , I . i i � 1 1 I I � . 1� 1� 1 I I � , , 1 � i 1 ! 1 1 i I � � � 1 11 I ; 1! , I i I I I I � � i $ � ,1 i I I I � � I i 1 1 1 1 � , I I i � I i , � I i i � I . : I , I � D. M., i&, (R. (�)H (qj - I - - � -, - ]". _1 �,J -- i__i__,1___1 , � I _! -1 , , � , jgii _. 1 -- 4_4 I 9 1 i �J , Ii I & . TO, � 0 _4! 11, 'i- 0 i & � I , i i I I & I I G)+@),(a)-@� @O, I - - r k" - 3" MAX 1. MIN, 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, - I" MR, - � �SW/10, I lw/lo� 2W/10. 3W/10� 4W/ID, � 6/5 ISW111 & 7W/11 __ - ___ , 1. - - - ANCHOPS. FOR CONCRETE SU SCHEDULE 0.4 SHUTS 8 3, 9 _ - I 1_ - -- POP WOOD SEE SEnOTIS ON SHUTS 10 & I I EU d) & CAI ELEVATION I /.' M... CAP 2.67, - i (WM, NERLNP� -1 Wtar AUM I ..-J .1 I- I I I . I 11 I'll, I , , --.-- , M, � Z_-A-4=N� �__ - ,/,. j, N--r-/ I � - MAX TAP - �k R. _ 4/,,-�, I , . 0. LI-4,111 ,..,. E "'. FLORIDA BUILDING CODE: (High Volocity Hur Icone, Zone)l ! f�l \_1 I/ .. = : : No 44167 "'t __ -2= Tia=, - 20 GAGE GALVANIZED STEEL STORM PANEL FRI i EIRMN by! . . - /_� - -7/0/2= ' 5-E-C I I 0 N A- *'.. * �-_,'. e __ � / IN PRODUCTS, LLC, NIL N.T.S, 1� -,,,, Art � _� 11LIECO... ' GLOOALPROTECTto - , .p-. * Z � � r'.. 6, M� �, . - - " ,�... L�`W H, .. 20- I 76 '. 0 IWWF� FL =,.(�).. ,,,, - , , .. FWDND O�XRNF71FW F _. ..... ,il@ 15, DRANNI; �... ,, . 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L %dTM 8 THROUGH 9) - I* . L T, I _1_. ___._ I ANCHORS FOR CONCREIFE SIM SCHEDULE ON SHUT S - L - , sHirm 0 TIMU,;. 9) , , - I - _7URED CONCRETE _k 11. FOR WOOD SU SECTIONS ON SREFT 12 1 1 _?LFRED CONCRETE - _ 7 110 CONC� , COMCFERE � LL. � . I , I 3 F� I IZ - R � - :,� I - f!� # - -�4k -4 CONCRETE BLOCK CONCRETE BLOCK 3, W.. 2,87' 3" MIML I i ,._ � I . , 12- . I REQUIRES REQUIRED Z REQUIRES L �� a — - & \ __ - � ; ) W` ; .I'M CONCREIE Aw"Im (SEE SCHMINE M 9) \ - -,- E_O__ CONCRETE — � : - I' . - I'WiF, CIO _11-0 � §� k,� � CONCRETE REGUIRCO ,, 1. 1, -11 - - I I . - . , - L L- -.-- i Iw SCHrOi ON I, WH. (Mik Q&RLAR . --b'N. IL IQ, - - " a) (SM SCHEDULE 04� I -1 (SEE SCHWiAE ON � _0 rKGTNG POURED % ,. I ,',�) � :_-"L L 13. L 0 r -1 - -T CONCRETE ANCHORS VALLEY) SIELTS a T FIR 0) � 'LL-, � EXISTING P SMUTS a `HROUGM - __ 1 4 � 1. i t , ", -- - - rw soxmz ON . . 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I I -IN,, POURED I SCALE 1/16.1- ) I t I , FOR WOOD SEE SECTIONS ON SHUT 12 ,:,:l � =*7 I - "`�" I z - - /r - OLD : 4, : � -_ - � I GSOX MU-4.6 =3 9 I __.�_ - - CONCRETE � ,-4* .- - -, - V1 - - PAFl L _� � L � . � '. I i � �'t I �, � " � - i - - k13 1�� - Omoo) CONCRETE BLOCK . �,� I : � � ; �,�, 1 1 1 T ,_ Cow-erm xWi� , � E %,,, - -1/1 . I rrrrrr - - : � .L jF�r � E�P, ":, I ED -0 - i 1 '314 - .:,; N - "', r, - t , / CONCRETE OR - - - --- - SCEAL?3/�IPON RECORDS _� � I - CC. -,-,g, - '.�� I ��jo __. LL 1,�, I I , " I - CONDIERE ANCHORS ___ 'I I D, , vg - - CFE A"Chi __rX �Z i � -i-Y, 2,c, .1-1 ==. . 1, I I I REGULAR STORM W��'.4�& a ELEVATION C , CONCRETE ANCHORS I S.... - (� SCHEDULE - , L - $10 .11 ."'S' k ,2 .1 :,�� I , 11 11 p � (SIM WiLOUIX VI, - . (SEE SCHOULE O" -(i� - i RE � 1. 71 EF - - - I . Tsa SCKCKkx M 4-4) - I S, �� - - _ ��, ,,N,g ri-N-7 . ... " �' "'A L- . - I I __ - , §*_MA 0! 0, ok - i 11� I - i i . STICCERM W/ STUD �.. IIR .-, ip- - . = .915r_ I I.- . 11 �, .1 I � - SHEETS 9 THROUG�l 0 FEMALE 0 ," CORCRM ARC!"Of , I ",- ,.--; � -,,�� 7�� I L, . I I/'- mm, GAP PPL16 OR , M SN"Lu a .) , I � �'�, � ___ �_ __ --, 5 7 .1 1 2,07' 1� " I I _," _ , , L - ", ', .' _ I � 111ii1i ,;�,-.7, 1, I I I 11.111- (WaMf ON ��J viterS 8 PH"AlH ,,,, =4Z2M="X42&aX4X9= _? _ III 1/4- 0 - - I I s & ) WA � "I � t WA66 MOUNTING , I , , i _- F 'n. - $4. SOLT I i (MI" 04".�,!_"'C', ILLE') 4 QUKIN9 11 - .... 1111 -1.1- 19 111411071"a �'Ii� U., I k ��, 1/4 1 4 1 � I I I � , V I'/. .. 37" WING NUT � "L �/ ALTERNAU I �_�,�, �_ � , " ;.-- 41 !:�_11 Ti � I __ � --- I -, � M O_ EM a T.ROV_ C"_; I - , - =%� . k , SHUM a THROUGH 9) S, SN' III SHUTS, a THROUGH ST E L , L" ,W IN - �� i , 0 1 - . ,:wW .l, 7 11 _ , l-', . - �* MOUNTING BMW 0 . i , , ;:_,.�,�, , I " / _,.�,�, , , �, , , �, � acnoma M%ff i T ,,, ,,,, �-, , 1 4 t', � , --- . 'I, i I : - K �_11�� , 3/a-I ,_ -T-6 t a 1 1/2. 0 C � CONCRETE ANCKM SCAE Z/9-1" SCALE 3/6-1' SCALE 3/8�0- W`F`4i ... ,, ,\,---" — (SEE SO4 ON SCALE �1/0- I' SCALE 3/5-f- amw WOTHI, *_ f, --,/W � �_�� , I "' ' " --- L T ,-- ' " -%I,=—. NORM ANCHORS StNLOEMED : . I CONCRETE ANCRORS . SHED g)— 1/4- MAX. CAR � (11 I I I I t... - - � % r � 0 a) EDGE OF DUSTING / ISEE SCHEDULE ON E.D ... EDGE DISTANCE OPM14G IN NEW T' WIDE ,I VARIES ., 1/0' Sm (SEE ,CHEGv� GO SHEET 0) I 1 .. 1 V I I CD OF 9 I eLgr OR � Cn __01 I i i SEE SCHEDULE ON I 114CK A0JM TUBE OR I' , I I I Q1% E ��W "W ,I _Q�� SEUION A &_a)mJ I— 11 - DUSTING STUCCO/ PT WOOD PLATE SPACER � I � r a/vs- , a & B) I F - -WOOD BAND L I ONCRETE OR : - - 2=i OR REOUIRED SCALE 3/32'.1, 1 - I " NEW )' WIDE . I'Aft-S , I/P* K I i I : BLOCK RMIRED " M .1 : I MU . TUBE OR I� x VARIES 11 11 M QIQEC1 MOUNTING t I TE : JLLZW&a2LQF L. I �` I I ") M I .aiAm. , C tE. 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A= 44--I�A� - � � � � � " � I e A, 0 MA-'N " �� I I -11-1 I-,-- -11-- -IJ - I Itecom =-2EQ1IP1U sc&F-� vs- � v SCALC, Ile - I* . 60-p Z= I I I 1 � m 0- =-um19&1 (4. `�* -�,r-,- i 4'-81 -N;-m-p=vkm" -0q, - I � i � ,Af-q4 m- a.,, - 11, 115"', 0 - 72.'O L � (60170m) 7'-fil To -i- --�- - 3 21/7 - - I I � - v7>,=/ -N,-:;� \ i - - \ --I .--� - -"O') --�L z 3 - , - ,I �' �! - I, NQMI-Qmj.n-w-,X-kroak-PML".S-11.ukjmslAt�-611�x�; - - 5��- .M��-S�Z--J,� i--o gq *i 3 ,----s---j'/2 Iva . f I 1, ��,� 1`1-1-i I II,�, ALTERNATIVE 3 - � �,,,,, i �� TVJ 4 � LITE SA LIN STORM PANEL CAN RE LOCATED AS AN END PANEL IFIRST OR LAST PANEL) E:1 �� - kor 5 � ALIE&NAJ- A 0 0) UP AS ' iNTIRCIR FANEL (ANY PANEL LOCATION IN WKEN END PANELS)� 0� a go T,pc't) ,.�.. Am& 1A om 010" - 04M - a � j�� j/.-' Iac'"= - LIFE S6fm PANELS MAY OR MAY NOT BE INSTALIED AWACENT TO REGULAR PANELS (drm-,-.,T-� Uhkx�u�-t.�--ii)Lv-aQwLygw-L.Oh�wii;�D �-=-* I ,/r � m I �Rmum I 11 &D *1 � "'a U) I (Ill OR W10 - - - I I$ J� Virtmoam TION 09 sm NOR IT --- --- --- ----, ----I- � - 1-11 1-1--- - ------- L -- - - ---- -- - - ----- - - � I Loa ORM SIMON; *I' - -A;ii4 -;Oi 9 (00 0 r im� �WW W OF MAI APPd8211 TkO __i I REGULAR TRX.'KS�) - � --A& 7OP`af -�l ------,- ----- -- -- - - - " � - - ",/,�= . . . , O., DR, " m WXtMW,X,A WE � ISAM W71i�W -- - --:--�L- ---�iV - - ALTERNATIVE WOOD FRAME CONDITIONS & ANC14OR LOCATIONS k UK &%=jr ONSISTS OF 0 Ca5' GALVANIZED STEEL STORM PANE1. AS ocsom � I - � 'M mi - - I� 43 --4- 111VII-20 AW-VATE MINX 0 0 1,90101,1117 A .. 0 - a I 11 pt SCALE -$/32--?- -5�1-v 10 ,my COMBIN91i � t;ENGT ONNNsAq -----,-,------- --, ----'�-�- 1- --111 ------ - ---- - PAMELIon: Ma 0 91 VIC & 'R Co 6PANa C 1.00 - vgr ScAl, 31r - r THIS pmr.L 1%U:ivq ITSELF TO BE REMOVED OP. INSTALLED FROM TIHE '-,"DE OF r INDIA -1 I 00 ,In $E 119-N-1 "- _ t IAAXWUN,�r y SmEt7 2 or OWING. =1 4 ILI "lil - � 1- -1-1= -- "Oval; Kwolp" 10 ,nm - - - COMTE --edm-�---mq= --!r- ,,�� I"o, � KAM � STRUCrupe, MT&L4f -"', -- VZOUE - - -, , - I ,,,,, , � ��-!!Q;��.-- NOTE I INUTTtR "mC.M NOT SUDAN MR oua� " 00a,,10410#41% +49.2 -6115 " I r --1-1/-K---! -1/z, -2 -Ulomm) 71-V 04 LESS ,��,0,1--`En`--, `�, ""TONNOU",ft � . . r . - e 1$ To 3 z 3 4 ,:- -- 1�c Sze 1-01O N", ,,N�,' iii, �L� Tittij k +52'e-0.0 . e ON " it":iZ, NAUJMQRNn��T 0 � -§ N, TIQ/7 L1j fl,OMPON AS PER SHOET 2 OF THIS MAYA G, .." k --- a 0107"TIM) . - 1� s t� ';� - 9 -N;��, ,--- i� , ,/,, �, �)�ptrw --, WPOWENT BE 0,51AUX0 WALL OR FLOOR ZOUNTED MWITINIK SECTIONS 1 6 ; 2 1/2" e i A 1/2. 2 (BOTTOM) 7'-O'OR LE ir , No� 44, 67 " ALIERNAINE-1W = 2 ON THIS. SNIEET� AS WELL, AS DETAILS I A, 2 04 -0'!�', ,'- Ir ,,,� % � ;r.- +155.0 -7" -- I - I - wAm- W - I, . FNS .� IC - = � I -11 2 SHM 14. " I le, ,*I A . � � 10 710 1 NIX � I'-B, To 6'-Q' = * * � = i�w ,� +S, - -- I I/2' 2 1/2, __�/A . - -- A ----, AUU, LENG-11i FDR COMPONENT z . - -- - - -- FLORIDA BUILD4140 CODE (HIgh Velocity Nw cone Z.ne)j _�,_ t .'-- I -,---- FLORIDA BUILDING CODE (Woh Volotltyy Hu no zone) z : NO, -,-t , - FLORIDA SULLOINO CODE (High Valocitj %4fr1cano Zone) , , i I i I':--- - 4 11-�----E� , - , I --- - -- - = � -w -=------- ------------,----,-- - *� .*tL Fp, L--Lilli,L, - � MIA - %: 7 gaaaa TaLlIna. m - - , . = AMC IkoDlQ, �r I- i6ANC110RAr = i W� 1.2420 -.41wo w- N/A I tp . - < 15CKMLES t 4! 2. SHEET 14. � s i �, ftR%0t',.- I'mw, &I �, . - -'Ci, DRIAV 81,� M.� ANCHOR VACINO , FOR MUM ,E AT e0470M IS GNM ON B : * �, 20 "GE "LVANTZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANJUD STEEL =RW PANEL �� I - ki A= Of ,,7 f - I it -K -, - -- -L'It -V �, z ,]��4a� ��:-j: f-- 'IM,5, -12,0 W 0:101H WIT UP TO I A� - ��,-%� . U�- - - � -77-- - 7�1 -� GLOBAL PROTECTION PRODUCTS, LLC. 'CATF.' - , COMPONENT 0 MAY BE PERMANENT OR ROACIVARLL NE-T 151 ME Op4" 1 - --, ,-----, I(` _M_ I, 9WALLAT01A m?t UkUr ftfi) MR OUILDILM t�n� �S-M OVION L " %- --� sl �11 - --- \ ' N PRO uCT 7"N"'m 7�� GLOBAL PROTECTION PRODUCTS, LLC "'felee" AIM Raw IT 0, - , -1 �'-,- ;��-- � �� -- - -- " PROTECTION D S. LLC. uvr�l 74o, �1011 r- -- . - � -�' - � -� / JL� 5� SEE DETAILS ran INSTAIJACON INTO WOOO FRAME BUILDINGS ON 5 -- �// E C� �& . QVIO $1w, 5, $TOW ili`,,�Z; ECOINNO Nmma �Iw_ *1 $TFW 2� MA PIE* WOW FIV00 CONSIRIAVION', WOO LUS49M TO RE SOUPRIO" z --" ��,--_ a. 15 �LgT .% � GLOBAL — I - -- -.- I I L'7t ME c o it, , — F -, -8� l "' -- .,�, � - I O`N"wr/----?�-- 7--- TAUT VMD4O * It" UK I- 2. W/ smtrc DIN ny or 0155 an EQU04- 11 AV , , �� -�� ".wa*h!I-J51`iwfT -� 7��'Ilc:�� .Fe " fAl- _Wv ftw- FL- AM'. 20-176 - � 20-176 - lit'a �F:-:! m-FNc. FAX, on,qua- --- ��- -.- " z nsw" *1 , P.. OL , SEE OHM 4 FOR 0 APPLICARILE 'TO THE NECESSITY `OR THE WALTATION OF ,; � �51 --A�. -w� 0.)m-no, a""To"VIln-1-701 20-176 ') III -HOW- UrAA0-7�5, VAX-, 04)604-047 &UVD AWACENT AND BEYOND To STuCCO/w00D RANDS, 11,,UN, , NA V" � , lj�j. - A. -A . .�o ( Of , A U, & SPACERS AT TRArXSE=mL - �111 to- - nov" 9�*FW 140:41;1x" �- e - M ( -AP �n.j - 1-1 - CA-000frw -.11 - t - V-4 w CA-WIT719 :��__m 0,QOAa - < P�E . � - -I - *�V-�,� 7" a -j U. a .1 I . � - I - -"-j '42 � I - I �--- - 0- �E ;,7�1t,,W- ok-Ownt "t - P- --,-,-- *kTCR A TW j,, -7t -nk/wwl�z;�r- L- - I nmi� � - - sma", ,= - .". '- -,._, , R� 11 F4*i -- - - I I I I SHEET NO. IS H 1 . 1 - -.__ -_. - -ANCHORS (SEE SECTIONS ON SHEETS 17, 16. '19 a 20) -. --_.. _ __ _...,_-.-, ,1• MAX. 3A/17, 4A/17. SA115, 38/17, f6/17, W/18, 3` MAX._: /^ '1' MIN, "W/19, 7Aw/18 a SAW/20WN/te, Ire/,d a 8pw/2O q" MIN.. D.M.DFI`4} _: _ 0 "� 0 o fl 4 a =e-� I iI I ' -T I Ii 1 j 1 I I I I t I i I I 11 I I 11I ! ` O: A",cDUA O w,r),_ I I REGNAa 917%W wee,. Ii ti<'-.) ca,O:1 LOT SAFt'+ 1AW A 6 I L'k !_t,z.° 10a1 5,5 Ms -1�1 i! �y A MAX. �: wttpro,ah . �r+ai32. , -;I _-, - .al 1. _..` (SSEE'EESCIdEENO4�1tE .,', I �. _ .,,. - I : -_ - . . ' i(�( , PKaFl BOnOM CCRKFA$ I T D.M.,@cF 4AT-- :5,,.,, :.L��L._'. Y....-. _.-. t AL (yam W11, u/I7, 'SAT" &� - NR ,a u3T C Fq'a wee. X/17, 48/17, 58/18, 3' MAX. I` MIN. BAW/19, 7AW/19 a 8AWn0 LL IONJI9, 78W/19 i 88W/20 1' AX: __ _. -.. __._ _.__ _ --._ _ANCHORS (SEE SECTIONS ON SHEETS ,7, IS, is a 20)-_--- _- __.. -_ _. _. OPTIQN J2FOR UFE SAFETY STORM PANEL ) EAEVA314N SCALE 3/16-=,^ Ile - mP o-n_ -.� 1D OR L I 0..._ 71 M�� I(1)OR'd.�' ' a„. ___ _.. EXTEMOR :,,-. _._.. .....,-.�_ :... _„-___--.-..MK'�Y r 4 SECTION A -A SCALE 3/18'_,- pMtH}txF t MAXIMUM A.S.D. DESIGN PRESSURE RATING(pad.),AND �� k Tit,; a L N, C©RRE5NNJ2IN9 MAXIMUM PANEL LE►y9TH -L" SCHEDULE �1 ;yAEN4� :F� _ No. 44167 �' 'A" :* FLORIDA BUILDING CODE (High Yalocl HUrrlccne zone) ' Gx02D MlEOO. MC. rr �,Jyf'©F. ,AIORVD� ya. 20 GAGE GALVANIZED STEEL STORM PANEL iNSNWi �, A7J3AJPaPO eA_., ��j—tea��/rN�///yyy - , GLOBAL PROTECTION PRODUCTS, LLC, �,r, y i / i 9 #,e. G� i. .N° Sx. 5, STR'EEI t - nu 7rxmw a uwTNEuaNb MPA+rr n.. 3311, 20-T 7$ f d' aA W..pa " 1110 amaeFa. n n,v PHONE (96FJdav-' "3. rm: OIS,Itmv-gTa7 Pn+A :.,ATEI -7 ..Tab) bw,Sn PEE "SFALf MIWILlAEjOATE CA ow T,R *, ,awes. vrot 'cz r awn+ ca °w1%3xKi Ka: 1VALTER A T�MIT &.,1 P.E , an rT�1W . ,.tt1E$3 3a W Zg MAXIMUM 0.5.0. 1 INSTALLATION Mox. PANEL LENGTH DESIGN PRESSURE � L (Tt.} MINIMUM SEPARATION PANEL RA71NG (p.5.t.) ! (5EE SECTIDNSj TO GLASS CONDITION +55.0, -72,0 I 8'-8" 2 3/4` UNBOLTED .° DETAILS FOR QQTiON #2 FOR ,(FF5AFEtt STORM ,' r xoN ANCHORS '., ®9' D.C. i� ' POURED CONC'. OR GOwRs-i8 r _�, •� A r � k3 ra r A.� �_ � i_ POURED CaMCAEt,E, 0tl car}GREiE B1.rxiC REQUIRED .1Tr ,NUT ma SCALE '. ', Y/b'a I, 3f3'#" WING anL WASHER 9 17 1/Y" at -_'� fAPCON ANCHORS (srrEsEn w/ SPUR) ._POUR£0 CONCRETE OR CONCRETE BLOCK REtiU RED WALL MOUNTING INSTALLATION SQ ON 3A gF ,stLR SCALE 3/8'=?" D E �w,..� Ina m : _�Jt IF „ 1 I I E O! - tvL! a e- i 0 7/ttf� . s/sza ' Lac. FUi WASNE(2 (bE*�NO) 1/M" TAFCDN AWCttCtR4 (sraccERED w/ sTlUTING D) aOUREb CONCRETE DR CONCRETE BLOCK REQUIRED � t MOgECTIQIi SH AI'L`ertON a LIFE SAFETY PM¢',t� Ar:sA7R ntx '!''• SEE SHIM,9 d 20 MR FNL'HON6 TYPE a --TMCW SPACING FOR RETAUA7%N6 INTO WOW MINIMUM A1IFMDR SPACINGS AND UM � cia I.) ; EDGE DISTANCE D15TMtif ARE WDIG,ED ON 71R5 a—aeFANP,�°MaaYr iDa) l SLiIiMAE FOR ED. LESS 71NN INDK,REU ON aRMW1 � M) } sSG201AE f+Em,cE ,Mf3WR s ACtND BY exnPLtWD sPADwc SHOWN ON 5a1EbuLe ARK ct4 (Ape rAe1aR 81' 714 FOISOWDMa FACTORS, FOR THIS ,� OPEIMTNTN 70 fa POSSIBLE. REDUCED 3 A - SPACING OBTAINED USING FACTOR SHALL NOT _3 j3,._.. � LESS 7lWN MINIMUM SPACaa6 a/01GTEO _. 'fI¢._... FOR FAON NIOHOR TYPE OiiTHISTSCHEDULE b' 9 in' POURED CQNCPETE. OR CONCRETE BLOCK REQUIRED POURED 1-1 ji 11 !-.1 Is 47-11- , 6 CONCRETE ; ; OR CONCRETE - BLaGK RECURRED F{2 : E.0 . jxk3° , •� at i � --m # LR fPOSflt{,tr� i li GLASS a . ? T 1I s au ( Ix •u, . ii eX Aa 1 jP %M, Ya 6S .a l ' .. / A t3,/t2tYr WMG NJr e., I q I U•D1UY 11 III I E.O. � CD• / h I �; r i ,!P �. tt4'°-YDKst:•s.s. Ns Wj t t/a'►-2aatts.s a.9 w/ I. � ., /b^ax3/3a" x6NG NUT Ws4H1LTf �B"aK3l3z' w3NG NUT WASHER tNCHp.7pS ,j!4` TAae'0N ..... �fa" 7APCON A4 1 Jz' {I..G. � .._- _-_"ANb}ORS n a 7/2" ac _...POURED CONCRETE ._ _P.,iUPoEp CONCRETE OR CONCRETE BLOCK .. OR CONCRETE BLOCK REWIRED' REOtARED MALL iOSCNIQ �I ,TICK WALL MOUNTING INSTALLATION SECTION dB 0LiEUfkIAB. PANEL !/ LIFE SAFETY PANEL SOLE 9/e'=1" SCALE 1/8`.t` THREADED wo�- L_ I i � 11 I - G, I LLEi1LL_t_____ � � - I : Ct � � 1 I I � I E 1 w I I I,. - _ I I Zone) INTQ 5 Q DETAILS CTION 2 R LIFE SAFET'If SO A LSYSTEM INIt7 EXISTi� I , _11`�' , " t , 11 t � 1 KO Ot3 STRUCTURES ,r i x_. i 1 5"a T APC N @ 8" O.C. t a TMCYNt AF 8" O.G. 1 , W/ 2 MIN. LM �. THR ED „% i IN / / W 1 2 M fitTGDED I, �g t / f f" I f t PENETRATION A. WiagO N€TRAnON AT YADO fi} • s 1 PE p HEADER # t .A9 jj HEADER I 1 r.I t 1/2' 4" ?/2° I 4` Max wo t/ t I ` I, Max. , r 1 i jj9p{ 1 ' 3 N HEADER N 4 _ W000 EAGER ,,j 1 'RED'A in, "- R IR EOU ED 1 ' 4'a,, 1OFAsL11Ka+ ': ' # ,O CLASS .- (SEE sa}Em E E7Ct57M4G ON SNE£i ia) rtAts "'I , w,. bLPsru'+oA ' ' � 1 TO idA55 '. � R' AtaA. i 1, 11 r'(� SE+IEatLE � PANEL li3R."i?f .__ 11 1__�__ " ...: PANEL 6EIKTH €YJSTBRG oN tu2ET ,g) I (SEE NOTE t BELOW) t/4'a-20a1"._ � ' (SEE NOTE i BELOW) f GVSS 55 MS w '" I ' t P _. , 4 6' P I I II i I I 1 1 k I { (�` �i i I I i� _ 1 'd Lv I ' ' 1 `t'.- EO _T.. P ` � €0. � e` jj = FA. - ' L"C. - L.. 1 t 2•ad' WOOLI PATE - tl-.7/8'P R 3/32' WING NUT 2"x4' waoD PLATE '' I WASHER 3/32' YRNC NUT t REQUIRED ."�-. WASHER O 8 ,/t' O.E. R£OUIREp - O (BEYOND) 014-10 PANFIMAIE PLUS „ jl i. p1a-70 PANET.MAIE Pt•US 1, . _ a i 4'O.G.W t 78 081 4` , 78' / / / / D c. w / A9N. MRGO D ENETitA ON .e N Tii ff E MI BEADED PENETT#Tt -- A7 M10WID7H OF pLAiE '. - :'.�. . ,4Y'.4. . , ,_.. AT MitrMD711 OF PLATE yi_.... > - g{1ALL UNTLNT� INSTALLATIONNT#N�Qj� g(�TERNATLVE SAW M�LET414rM»uT+jFA QEGLlLAR�PAN€L€L ,�.�`,��R �'..?��Ctr''�.,, +__�JEF �1 SCALE 9/be.�Tn k 'Q�• 10EN§ ''�"?r ''To! SCALE 3/B"=qn .. •�." 'v AC '-, FLORIDA BUILDING CODE {High Yataclty Hurrtcone 1 Y •` fdE' 67oxDxD mTEco,a+1cF.P'NZG GAGE GdLVdHRED STEEE STORM PtkHEL 1. IMSTALU710NS ARE GNIY VALID FOR BU1LDiMGS WITH A.S.D. Di�vaN tDA45 �*��'OF'A9niDi: UP70 i55.9.-72,0 PSF AND PANELS LENGTH UP TD B'-8 *�:_� ��"=-`�-'._.,ti✓/aaAl.LaaD7fsA,Jmaa2FORNEWWDLTOFRAME CONBT3TVL'TWN:WOpD MEMBERS TO BF SOUniERN •, �ref"-+�_.{�a}s/�LOBALPROTECTIONPRODUS'eTSsLEG,%iC iCN'Etom2.w/SPEC3FIC bENSITY M0.55ORETx:AL��}'4�,'•E•'I��"'�T'�f.SlrViMt:�ae70zW. S, iTPZEi �TESTINGaNEY.lxfb S44PANY WML ti 3°r,4 yc••f_ �.sRs. B.m ba iWErG aNEOS Fl 9r.. PHONE (v5iJN9-'/d+d, FAYr {DS.Jdd9-8m7 20-178 fit tN54H4TN SFAi/JAY,iMREJOAIE G-tA1i157T4 m� � Fm kaaWaM aaF ORAY°1f0 Na: WKifA A 19JJ7 x.. P.L as vw - _ A a4,zT. _ _ • SHEET M of 28 QETAILS FOR OPTION-, #2 .FQR F NO N T 0 4NC TE UR 1 fa' UPCON ANCHORS _ 1 /4• TAPCCN .MICNORB O 9" 0.L. - p 9• G.C. Eaa I pptA-,0`° PANEsA4ATE PLUS wf _.�� " .."ir8'd % 3/32" wRtG NUT WA9Hik r 6 1!4• a p POURED CONCRETE 0R Otf1;'{UtETE BLOCK REaLURED ?AiTiLi MOUNTING INS' L ►TICK a5�CT10N 5A O RLGU[e SCALE 3/8-=t" -1-1- SEE SHEET 19 a 20 FOR aA}CF+O?FS TYPE Y �' alt itFf .� Pl}�idiT SPAC3N0 FOR e5iAW110if' INTO WOOD FTtA11E !%NPXNO. AY NKKW (Y,j 1 3 t1815/1N ANCHOR $PACiNOS. AND MfiAiM1M LT)OF I3P>,'AMGE ARE rNO7GtTE0 Cot tN5 ata6f tlrtAI6Y tm,aMe (n.) A S SpiE1NAt rd2 E.9, LfiS THAN cVD,CA,tED fMi RR+ra4 OarAe a Omd MD �3 3 ,l'E SCHEDULE REDDCE ANCMiOT SPAOINO BY MUL14 LY3H0 iaAGWG SHOWN 0. Siiffi77LM.€ ADBYM, EA Q9ii fACm 8i THE FOl.GOWRbB FAG1iRk^a- FpA TR15 � oPF7LA7Rxa To RE 13p55.�E, PEpuc6D _..._ '+'x• .,._ __ _.. SPAw'"NG 08YARrF4 U9DRG FACTOR 6KALL PAiT 3 I f ¢' - -'- 8E 1E55 ,it6N MKRM`JM Sr°ACaaO INDICATED _ y" _. 't W i.G4 -... FOR EAOM ANCHOR TYPE ON 71N5 SE3}E033LE _._._ ___._. _.> _ 5 I POURED CONCRETE _, OR CONCRETE MOCK REou+aEv 1 1 nr �m mAiT ,a>m E%,S11ej"til G1AS5 3-_ ` . -- IN Jti-3m III- _ uz wjrN Ti¢3- tAx& MIS 9 ' tWiT O+nAAP - r T I I I I EO ft� S i I _ 1A-,f}'a FANELMA7L P415 W!' �•..,.•/8 D g 3f3s.. WING NUTWAStBi} (BEYaNp) _P.OMREO CONCRETE OR CONCRETE BtOGt REOufAEO :`�:' UCENSF' :•• No, 44167 co 11 SCAtE 316°.,,, Cx0%e TLLiGq K 0 mt. .E. SEALISOMME/aIn RIDA BUILDING CODE (High Velocity NO cone Zon ZO GAGE GALVANIZED STEEL STORM PANEL °�. raver. m: 07/2lj3°xp .0 AL PROTEC TION CTLON PRODUCTS, LLC.,It §SF. 61 5;fP4'.'ET iy,Y!E R 3331a PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$ . « a».na - ar,,...: wuaa ,x+faamD xu: GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. 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( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. Fm,teeaTI-,at1eE7 xx&HEFTx1OrYfAL1EWAnU31Jr.,P.[-a-_tNC9i3tOFcA-DRoe]}v••retaIa.ae ebmu,n.anDn,NNt¢ Ng:'%s`�NANji¢ETM,WrNd NR:G-¢ar1g],¢ °�M"mn9b^^�Ja:a_ma.Aawr3N•sRxPi.s.FIAJS'vGNA7URElLaA,E�/itANttttt�rnSJ^smpccTuBEIoATc�a..>r•Na+m"a+n.PesEAr.,rs3sA+Ar+mElBA7 WALteA, A TI ., Jr:.fi Pi. ,.. _ A .._. - Of 49 - tN FM AULTETt A 73U.7r'gr PEE - SHEET N0. SH 1.2 Ar:sA7R ntx '!''• SEE SHIM,9 d 20 MR FNL'HON6 TYPE a --TMCW SPACING FOR RETAUA7%N6 INTO WOW MINIMUM A1IFMDR SPACINGS AND UM � cia I.) ; EDGE DISTANCE D15TMtif ARE WDIG,ED ON 71R5 a—aeFANP,�°MaaYr iDa) l SLiIiMAE FOR ED. LESS 71NN INDK,REU ON aRMW1 � M) } sSG201AE f+Em,cE ,Mf3WR s ACtND BY exnPLtWD sPADwc SHOWN ON 5a1EbuLe ARK ct4 (Ape rAe1aR 81' 714 FOISOWDMa FACTORS, FOR THIS ,� OPEIMTNTN 70 fa POSSIBLE. REDUCED 3 A - SPACING OBTAINED USING FACTOR SHALL NOT _3 j3,._.. � LESS 7lWN MINIMUM SPACaa6 a/01GTEO _. 'fI¢._... FOR FAON NIOHOR TYPE OiiTHISTSCHEDULE b' 9 in' POURED CQNCPETE. OR CONCRETE BLOCK REQUIRED POURED 1-1 ji 11 !-.1 Is 47-11- , 6 CONCRETE ; ; OR CONCRETE - BLaGK RECURRED F{2 : E.0 . jxk3° , •� at i � --m # LR fPOSflt{,tr� i li GLASS a . ? T 1I s au ( Ix •u, . ii eX Aa 1 jP %M, Ya 6S .a l ' .. / A t3,/t2tYr WMG NJr e., I q I U•D1UY 11 III I E.O. � CD• / h I �; r i ,!P �. tt4'°-YDKst:•s.s. Ns Wj t t/a'►-2aatts.s a.9 w/ I. � ., /b^ax3/3a" x6NG NUT Ws4H1LTf �B"aK3l3z' w3NG NUT WASHER tNCHp.7pS ,j!4` TAae'0N ..... �fa" 7APCON A4 1 Jz' {I..G. � .._- _-_"ANb}ORS n a 7/2" ac _...POURED CONCRETE ._ _P.,iUPoEp CONCRETE OR CONCRETE BLOCK .. OR CONCRETE BLOCK REWIRED' REOtARED MALL iOSCNIQ �I ,TICK WALL MOUNTING INSTALLATION SECTION dB 0LiEUfkIAB. PANEL !/ LIFE SAFETY PANEL SOLE 9/e'=1" SCALE 1/8`.t` THREADED wo�- L_ I i � 11 I - G, I LLEi1LL_t_____ � � - I : Ct � � 1 I I � I E 1 w I I I,. - _ I I Zone) INTQ 5 Q DETAILS CTION 2 R LIFE SAFET'If SO A LSYSTEM INIt7 EXISTi� I , _11`�' , " t , 11 t � 1 KO Ot3 STRUCTURES ,r i x_. i 1 5"a T APC N @ 8" O.C. t a TMCYNt AF 8" O.G. 1 , W/ 2 MIN. LM �. THR ED „% i IN / / W 1 2 M fitTGDED I, �g t / f f" I f t PENETRATION A. WiagO N€TRAnON AT YADO fi} • s 1 PE p HEADER # t .A9 jj HEADER I 1 r.I t 1/2' 4" ?/2° I 4` Max wo t/ t I ` I, Max. , r 1 i jj9p{ 1 ' 3 N HEADER N 4 _ W000 EAGER ,,j 1 'RED'A in, "- R IR EOU ED 1 ' 4'a,, 1OFAsL11Ka+ ': ' # ,O CLASS .- (SEE sa}Em E E7Ct57M4G ON SNE£i ia) rtAts "'I , w,. bLPsru'+oA ' ' � 1 TO idA55 '. � R' AtaA. i 1, 11 r'(� SE+IEatLE � PANEL li3R."i?f .__ 11 1__�__ " ...: PANEL 6EIKTH €YJSTBRG oN tu2ET ,g) I (SEE NOTE t BELOW) t/4'a-20a1"._ � ' (SEE NOTE i BELOW) f GVSS 55 MS w '" I ' t P _. , 4 6' P I I II i I I 1 1 k I { (�` �i i I I i� _ 1 'd Lv I ' ' 1 `t'.- EO _T.. P ` � €0. � e` jj = FA. - ' L"C. - L.. 1 t 2•ad' WOOLI PATE - tl-.7/8'P R 3/32' WING NUT 2"x4' waoD PLATE '' I WASHER 3/32' YRNC NUT t REQUIRED ."�-. WASHER O 8 ,/t' O.E. R£OUIREp - O (BEYOND) 014-10 PANFIMAIE PLUS „ jl i. p1a-70 PANET.MAIE Pt•US 1, . _ a i 4'O.G.W t 78 081 4` , 78' / / / / D c. w / A9N. MRGO D ENETitA ON .e N Tii ff E MI BEADED PENETT#Tt -- A7 M10WID7H OF pLAiE '. - :'.�. . ,4Y'.4. . , ,_.. AT MitrMD711 OF PLATE yi_.... > - g{1ALL UNTLNT� INSTALLATIONNT#N�Qj� g(�TERNATLVE SAW M�LET414rM»uT+jFA QEGLlLAR�PAN€L€L ,�.�`,��R �'..?��Ctr''�.,, +__�JEF �1 SCALE 9/be.�Tn k 'Q�• 10EN§ ''�"?r ''To! SCALE 3/B"=qn .. •�." 'v AC '-, FLORIDA BUILDING CODE {High Yataclty Hurrtcone 1 Y •` fdE' 67oxDxD mTEco,a+1cF.P'NZG GAGE GdLVdHRED STEEE STORM PtkHEL 1. IMSTALU710NS ARE GNIY VALID FOR BU1LDiMGS WITH A.S.D. Di�vaN tDA45 �*��'OF'A9niDi: UP70 i55.9.-72,0 PSF AND PANELS LENGTH UP TD B'-8 *�:_� ��"=-`�-'._.,ti✓/aaAl.LaaD7fsA,Jmaa2FORNEWWDLTOFRAME CONBT3TVL'TWN:WOpD MEMBERS TO BF SOUniERN •, �ref"-+�_.{�a}s/�LOBALPROTECTIONPRODUS'eTSsLEG,%iC iCN'Etom2.w/SPEC3FIC bENSITY M0.55ORETx:AL��}'4�,'•E•'I��"'�T'�f.SlrViMt:�ae70zW. S, iTPZEi �TESTINGaNEY.lxfb S44PANY WML ti 3°r,4 yc••f_ �.sRs. B.m ba iWErG aNEOS Fl 9r.. PHONE (v5iJN9-'/d+d, FAYr {DS.Jdd9-8m7 20-178 fit tN54H4TN SFAi/JAY,iMREJOAIE G-tA1i157T4 m� � Fm kaaWaM aaF ORAY°1f0 Na: WKifA A 19JJ7 x.. P.L as vw - _ A a4,zT. _ _ • SHEET M of 28 QETAILS FOR OPTION-, #2 .FQR F NO N T 0 4NC TE UR 1 fa' UPCON ANCHORS _ 1 /4• TAPCCN .MICNORB O 9" 0.L. - p 9• G.C. Eaa I pptA-,0`° PANEsA4ATE PLUS wf _.�� " .."ir8'd % 3/32" wRtG NUT WA9Hik r 6 1!4• a p POURED CONCRETE 0R Otf1;'{UtETE BLOCK REaLURED ?AiTiLi MOUNTING INS' L ►TICK a5�CT10N 5A O RLGU[e SCALE 3/8-=t" -1-1- SEE SHEET 19 a 20 FOR aA}CF+O?FS TYPE Y �' alt itFf .� Pl}�idiT SPAC3N0 FOR e5iAW110if' INTO WOOD FTtA11E !%NPXNO. AY NKKW (Y,j 1 3 t1815/1N ANCHOR $PACiNOS. AND MfiAiM1M LT)OF I3P>,'AMGE ARE rNO7GtTE0 Cot tN5 ata6f tlrtAI6Y tm,aMe (n.) A S SpiE1NAt rd2 E.9, LfiS THAN cVD,CA,tED fMi RR+ra4 OarAe a Omd MD �3 3 ,l'E SCHEDULE REDDCE ANCMiOT SPAOINO BY MUL14 LY3H0 iaAGWG SHOWN 0. Siiffi77LM.€ ADBYM, EA Q9ii fACm 8i THE FOl.GOWRbB FAG1iRk^a- FpA TR15 � oPF7LA7Rxa To RE 13p55.�E, PEpuc6D _..._ '+'x• .,._ __ _.. SPAw'"NG 08YARrF4 U9DRG FACTOR 6KALL PAiT 3 I f ¢' - -'- 8E 1E55 ,it6N MKRM`JM Sr°ACaaO INDICATED _ y" _. 't W i.G4 -... FOR EAOM ANCHOR TYPE ON 71N5 SE3}E033LE _._._ ___._. _.> _ 5 I POURED CONCRETE _, OR CONCRETE MOCK REou+aEv 1 1 nr �m mAiT ,a>m E%,S11ej"til G1AS5 3-_ ` . -- IN Jti-3m III- _ uz wjrN Ti¢3- tAx& MIS 9 ' tWiT O+nAAP - r T I I I I EO ft� S i I _ 1A-,f}'a FANELMA7L P415 W!' �•..,.•/8 D g 3f3s.. WING NUTWAStBi} (BEYaNp) _P.OMREO CONCRETE OR CONCRETE BtOGt REOufAEO :`�:' UCENSF' :•• No, 44167 co 11 SCAtE 316°.,,, Cx0%e TLLiGq K 0 mt. .E. SEALISOMME/aIn RIDA BUILDING CODE (High Velocity NO cone Zon ZO GAGE GALVANIZED STEEL STORM PANEL °�. raver. m: 07/2lj3°xp .0 AL PROTEC TION CTLON PRODUCTS, LLC.,It §SF. 61 5;fP4'.'ET iy,Y!E R 3331a PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$ . « a».na - ar,,...: wuaa ,x+faamD xu: GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. 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( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. Fm,teeaTI-,at1eE7 xx&HEFTx1OrYfAL1EWAnU31Jr.,P.[-a-_tNC9i3tOFcA-DRoe]}v••retaIa.ae ebmu,n.anDn,NNt¢ Ng:'%s`�NANji¢ETM,WrNd NR:G-¢ar1g],¢ °�M"mn9b^^�Ja:a_ma.Aawr3N•sRxPi.s.FIAJS'vGNA7URElLaA,E�/itANttttt�rnSJ^smpccTuBEIoATc�a..>r•Na+m"a+n.PesEAr.,rs3sA+Ar+mElBA7 WALteA, A TI ., Jr:.fi Pi. ,.. _ A .._. - Of 49 - tN FM AULTETt A 73U.7r'gr PEE - SHEET N0. SH 1.2 POURED CQNCPETE. OR CONCRETE BLOCK REQUIRED POURED 1-1 ji 11 !-.1 Is 47-11- , 6 CONCRETE ; ; OR CONCRETE - BLaGK RECURRED F{2 : E.0 . jxk3° , •� at i � --m # LR fPOSflt{,tr� i li GLASS a . ? T 1I s au ( Ix •u, . ii eX Aa 1 jP %M, Ya 6S .a l ' .. / A t3,/t2tYr WMG NJr e., I q I U•D1UY 11 III I E.O. � CD• / h I �; r i ,!P �. tt4'°-YDKst:•s.s. Ns Wj t t/a'►-2aatts.s a.9 w/ I. � ., /b^ax3/3a" x6NG NUT Ws4H1LTf �B"aK3l3z' w3NG NUT WASHER tNCHp.7pS ,j!4` TAae'0N ..... �fa" 7APCON A4 1 Jz' {I..G. � .._- _-_"ANb}ORS n a 7/2" ac _...POURED CONCRETE ._ _P.,iUPoEp CONCRETE OR CONCRETE BLOCK .. OR CONCRETE BLOCK REWIRED' REOtARED MALL iOSCNIQ �I ,TICK WALL MOUNTING INSTALLATION SECTION dB 0LiEUfkIAB. PANEL !/ LIFE SAFETY PANEL SOLE 9/e'=1" SCALE 1/8`.t` THREADED wo�- L_ I i � 11 I - G, I LLEi1LL_t_____ � � - I : Ct � � 1 I I � I E 1 w I I I,. - _ I I Zone) INTQ 5 Q DETAILS CTION 2 R LIFE SAFET'If SO A LSYSTEM INIt7 EXISTi� I , _11`�' , " t , 11 t � 1 KO Ot3 STRUCTURES ,r i x_. i 1 5"a T APC N @ 8" O.C. t a TMCYNt AF 8" O.G. 1 , W/ 2 MIN. LM �. THR ED „% i IN / / W 1 2 M fitTGDED I, �g t / f f" I f t PENETRATION A. WiagO N€TRAnON AT YADO fi} • s 1 PE p HEADER # t .A9 jj HEADER I 1 r.I t 1/2' 4" ?/2° I 4` Max wo t/ t I ` I, Max. , r 1 i jj9p{ 1 ' 3 N HEADER N 4 _ W000 EAGER ,,j 1 'RED'A in, "- R IR EOU ED 1 ' 4'a,, 1OFAsL11Ka+ ': ' # ,O CLASS .- (SEE sa}Em E E7Ct57M4G ON SNE£i ia) rtAts "'I , w,. bLPsru'+oA ' ' � 1 TO idA55 '. � R' AtaA. i 1, 11 r'(� SE+IEatLE � PANEL li3R."i?f .__ 11 1__�__ " ...: PANEL 6EIKTH €YJSTBRG oN tu2ET ,g) I (SEE NOTE t BELOW) t/4'a-20a1"._ � ' (SEE NOTE i BELOW) f GVSS 55 MS w '" I ' t P _. , 4 6' P I I II i I I 1 1 k I { (�` �i i I I i� _ 1 'd Lv I ' ' 1 `t'.- EO _T.. P ` � €0. � e` jj = FA. - ' L"C. - L.. 1 t 2•ad' WOOLI PATE - tl-.7/8'P R 3/32' WING NUT 2"x4' waoD PLATE '' I WASHER 3/32' YRNC NUT t REQUIRED ."�-. WASHER O 8 ,/t' O.E. R£OUIREp - O (BEYOND) 014-10 PANFIMAIE PLUS „ jl i. p1a-70 PANET.MAIE Pt•US 1, . _ a i 4'O.G.W t 78 081 4` , 78' / / / / D c. w / A9N. MRGO D ENETitA ON .e N Tii ff E MI BEADED PENETT#Tt -- A7 M10WID7H OF pLAiE '. - :'.�. . ,4Y'.4. . , ,_.. AT MitrMD711 OF PLATE yi_.... > - g{1ALL UNTLNT� INSTALLATIONNT#N�Qj� g(�TERNATLVE SAW M�LET414rM»uT+jFA QEGLlLAR�PAN€L€L ,�.�`,��R �'..?��Ctr''�.,, +__�JEF �1 SCALE 9/be.�Tn k 'Q�• 10EN§ ''�"?r ''To! SCALE 3/B"=qn .. •�." 'v AC '-, FLORIDA BUILDING CODE {High Yataclty Hurrtcone 1 Y •` fdE' 67oxDxD mTEco,a+1cF.P'NZG GAGE GdLVdHRED STEEE STORM PtkHEL 1. IMSTALU710NS ARE GNIY VALID FOR BU1LDiMGS WITH A.S.D. Di�vaN tDA45 �*��'OF'A9niDi: UP70 i55.9.-72,0 PSF AND PANELS LENGTH UP TD B'-8 *�:_� ��"=-`�-'._.,ti✓/aaAl.LaaD7fsA,Jmaa2FORNEWWDLTOFRAME CONBT3TVL'TWN:WOpD MEMBERS TO BF SOUniERN •, �ref"-+�_.{�a}s/�LOBALPROTECTIONPRODUS'eTSsLEG,%iC iCN'Etom2.w/SPEC3FIC bENSITY M0.55ORETx:AL��}'4�,'•E•'I��"'�T'�f.SlrViMt:�ae70zW. S, iTPZEi �TESTINGaNEY.lxfb S44PANY WML ti 3°r,4 yc••f_ �.sRs. B.m ba iWErG aNEOS Fl 9r.. PHONE (v5iJN9-'/d+d, FAYr {DS.Jdd9-8m7 20-178 fit tN54H4TN SFAi/JAY,iMREJOAIE G-tA1i157T4 m� � Fm kaaWaM aaF ORAY°1f0 Na: WKifA A 19JJ7 x.. P.L as vw - _ A a4,zT. _ _ • SHEET M of 28 QETAILS FOR OPTION-, #2 .FQR F NO N T 0 4NC TE UR 1 fa' UPCON ANCHORS _ 1 /4• TAPCCN .MICNORB O 9" 0.L. - p 9• G.C. Eaa I pptA-,0`° PANEsA4ATE PLUS wf _.�� " .."ir8'd % 3/32" wRtG NUT WA9Hik r 6 1!4• a p POURED CONCRETE 0R Otf1;'{UtETE BLOCK REaLURED ?AiTiLi MOUNTING INS' L ►TICK a5�CT10N 5A O RLGU[e SCALE 3/8-=t" -1-1- SEE SHEET 19 a 20 FOR aA}CF+O?FS TYPE Y �' alt itFf .� Pl}�idiT SPAC3N0 FOR e5iAW110if' INTO WOOD FTtA11E !%NPXNO. AY NKKW (Y,j 1 3 t1815/1N ANCHOR $PACiNOS. AND MfiAiM1M LT)OF I3P>,'AMGE ARE rNO7GtTE0 Cot tN5 ata6f tlrtAI6Y tm,aMe (n.) A S SpiE1NAt rd2 E.9, LfiS THAN cVD,CA,tED fMi RR+ra4 OarAe a Omd MD �3 3 ,l'E SCHEDULE REDDCE ANCMiOT SPAOINO BY MUL14 LY3H0 iaAGWG SHOWN 0. Siiffi77LM.€ ADBYM, EA Q9ii fACm 8i THE FOl.GOWRbB FAG1iRk^a- FpA TR15 � oPF7LA7Rxa To RE 13p55.�E, PEpuc6D _..._ '+'x• .,._ __ _.. SPAw'"NG 08YARrF4 U9DRG FACTOR 6KALL PAiT 3 I f ¢' - -'- 8E 1E55 ,it6N MKRM`JM Sr°ACaaO INDICATED _ y" _. 't W i.G4 -... FOR EAOM ANCHOR TYPE ON 71N5 SE3}E033LE _._._ ___._. _.> _ 5 I POURED CONCRETE _, OR CONCRETE MOCK REou+aEv 1 1 nr �m mAiT ,a>m E%,S11ej"til G1AS5 3-_ ` . -- IN Jti-3m III- _ uz wjrN Ti¢3- tAx& MIS 9 ' tWiT O+nAAP - r T I I I I EO ft� S i I _ 1A-,f}'a FANELMA7L P415 W!' �•..,.•/8 D g 3f3s.. WING NUTWAStBi} (BEYaNp) _P.OMREO CONCRETE OR CONCRETE BtOGt REOufAEO :`�:' UCENSF' :•• No, 44167 co 11 SCAtE 316°.,,, Cx0%e TLLiGq K 0 mt. .E. SEALISOMME/aIn RIDA BUILDING CODE (High Velocity NO cone Zon ZO GAGE GALVANIZED STEEL STORM PANEL °�. raver. m: 07/2lj3°xp .0 AL PROTEC TION CTLON PRODUCTS, LLC.,It §SF. 61 5;fP4'.'ET iy,Y!E R 3331a PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$ . « a».na - ar,,...: wuaa ,x+faamD xu: GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. 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Y..t-iTr - I ,R1Wa I , "L--- f _. � i 2.000 ,2 'i : - AS,M 4-G83 ,,,,EE � R 11 � a.ta4 i I (E?W PANEL) (R/rEiROR PANEL) li CW[ER>bN PaNEl)' i (RPIEBIGR PA4E1)' fND PANEL (£ND PANEIi (VifFAEOR PANE[�i �¢ftER10R PAMEL-�iNRJUOR P.-i_`. .. -END •FCN � � Ei.~' I t � w/ 11P0� ku �.l(, - i '� uE. 111. `'a I . i i , ( ) j ? , ) , ( +v+Et) � ( EU , c , ; ,,� �, - ...d p. I (7 � w `t I! _ t"- T I .._HEMMED GRADE SD MINIMUM # DETAIL � l_,�„�;1 i t ,SE IATC 8 J. a BELOW , I I p 1 I l 1 1) 1 p I 1 ! I i �: 1 3, - - �•' ..• : EDGE j S.-._..J { I , I , , E 11 E r SEE NOTE 3, A ItEtOw .5EE,RELpw IS�C NOiEi r, SOLD, k I ° 1 I T s sF2 NOT Z, _ a BELOW - - , I - t 13 � ) `'A F,ss GaLv. J i I I I I ! I 1 i, I I! I ,' ; t i, I ? p p! ] (..1 I I I I� t 5 E 1. � I i t t�E arP.. I a ,. t I• � All A ', - /, +. + E', 4 i I I I 1 i 1 i ` t :, :. t t �,.. �� 1� II t ..1_. IJ .DIY ,r'4e 8 9, i H 1 T 1� { I j 1 j! 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SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. 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PANEL !/ LIFE SAFETY PANEL SOLE 9/e'=1" SCALE 1/8`.t` THREADED wo�- L_ I i � 11 I - G, I LLEi1LL_t_____ � � - I : Ct � � 1 I I � I E 1 w I I I,. - _ I I Zone) INTQ 5 Q DETAILS CTION 2 R LIFE SAFET'If SO A LSYSTEM INIt7 EXISTi� I , _11`�' , " t , 11 t � 1 KO Ot3 STRUCTURES ,r i x_. i 1 5"a T APC N @ 8" O.C. t a TMCYNt AF 8" O.G. 1 , W/ 2 MIN. LM �. THR ED „% i IN / / W 1 2 M fitTGDED I, �g t / f f" I f t PENETRATION A. 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MRGO D ENETitA ON .e N Tii ff E MI BEADED PENETT#Tt -- A7 M10WID7H OF pLAiE '. - :'.�. . ,4Y'.4. . , ,_.. AT MitrMD711 OF PLATE yi_.... > - g{1ALL UNTLNT� INSTALLATIONNT#N�Qj� g(�TERNATLVE SAW M�LET414rM»uT+jFA QEGLlLAR�PAN€L€L ,�.�`,��R �'..?��Ctr''�.,, +__�JEF �1 SCALE 9/be.�Tn k 'Q�• 10EN§ ''�"?r ''To! SCALE 3/B"=qn .. •�." 'v AC '-, FLORIDA BUILDING CODE {High Yataclty Hurrtcone 1 Y •` fdE' 67oxDxD mTEco,a+1cF.P'NZG GAGE GdLVdHRED STEEE STORM PtkHEL 1. IMSTALU710NS ARE GNIY VALID FOR BU1LDiMGS WITH A.S.D. Di�vaN tDA45 �*��'OF'A9niDi: UP70 i55.9.-72,0 PSF AND PANELS LENGTH UP TD B'-8 *�:_� ��"=-`�-'._.,ti✓/aaAl.LaaD7fsA,Jmaa2FORNEWWDLTOFRAME CONBT3TVL'TWN:WOpD MEMBERS TO BF SOUniERN •, �ref"-+�_.{�a}s/�LOBALPROTECTIONPRODUS'eTSsLEG,%iC iCN'Etom2.w/SPEC3FIC bENSITY M0.55ORETx:AL��}'4�,'•E•'I��"'�T'�f.SlrViMt:�ae70zW. S, iTPZEi �TESTINGaNEY.lxfb S44PANY WML ti 3°r,4 yc••f_ �.sRs. B.m ba iWErG aNEOS Fl 9r.. PHONE (v5iJN9-'/d+d, FAYr {DS.Jdd9-8m7 20-178 fit tN54H4TN SFAi/JAY,iMREJOAIE G-tA1i157T4 m� � Fm kaaWaM aaF ORAY°1f0 Na: WKifA A 19JJ7 x.. P.L as vw - _ A a4,zT. _ _ • SHEET M of 28 QETAILS FOR OPTION-, #2 .FQR F NO N T 0 4NC TE UR 1 fa' UPCON ANCHORS _ 1 /4• TAPCCN .MICNORB O 9" 0.L. - p 9• G.C. Eaa I pptA-,0`° PANEsA4ATE PLUS wf _.�� " .."ir8'd % 3/32" wRtG NUT WA9Hik r 6 1!4• a p POURED CONCRETE 0R Otf1;'{UtETE BLOCK REaLURED ?AiTiLi MOUNTING INS' L ►TICK a5�CT10N 5A O RLGU[e SCALE 3/8-=t" -1-1- SEE SHEET 19 a 20 FOR aA}CF+O?FS TYPE Y �' alt itFf .� Pl}�idiT SPAC3N0 FOR e5iAW110if' INTO WOOD FTtA11E !%NPXNO. AY NKKW (Y,j 1 3 t1815/1N ANCHOR $PACiNOS. AND MfiAiM1M LT)OF I3P>,'AMGE ARE rNO7GtTE0 Cot tN5 ata6f tlrtAI6Y tm,aMe (n.) A S SpiE1NAt rd2 E.9, LfiS THAN cVD,CA,tED fMi RR+ra4 OarAe a Omd MD �3 3 ,l'E SCHEDULE REDDCE ANCMiOT SPAOINO BY MUL14 LY3H0 iaAGWG SHOWN 0. Siiffi77LM.€ ADBYM, EA Q9ii fACm 8i THE FOl.GOWRbB FAG1iRk^a- FpA TR15 � oPF7LA7Rxa To RE 13p55.�E, PEpuc6D _..._ '+'x• .,._ __ _.. SPAw'"NG 08YARrF4 U9DRG FACTOR 6KALL PAiT 3 I f ¢' - -'- 8E 1E55 ,it6N MKRM`JM Sr°ACaaO INDICATED _ y" _. 't W i.G4 -... FOR EAOM ANCHOR TYPE ON 71N5 SE3}E033LE _._._ ___._. _.> _ 5 I POURED CONCRETE _, OR CONCRETE MOCK REou+aEv 1 1 nr �m mAiT ,a>m E%,S11ej"til G1AS5 3-_ ` . -- IN Jti-3m III- _ uz wjrN Ti¢3- tAx& MIS 9 ' tWiT O+nAAP - r T I I I I EO ft� S i I _ 1A-,f}'a FANELMA7L P415 W!' �•..,.•/8 D g 3f3s.. WING NUTWAStBi} (BEYaNp) _P.OMREO CONCRETE OR CONCRETE BtOGt REOufAEO :`�:' UCENSF' :•• No, 44167 co 11 SCAtE 316°.,,, Cx0%e TLLiGq K 0 mt. .E. SEALISOMME/aIn RIDA BUILDING CODE (High Velocity NO cone Zon ZO GAGE GALVANIZED STEEL STORM PANEL °�. raver. m: 07/2lj3°xp .0 AL PROTEC TION CTLON PRODUCTS, LLC.,It §SF. 61 5;fP4'.'ET iy,Y!E R 3331a PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$ . « a».na - ar,,...: wuaa ,x+faamD xu: GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. T' 2a" §, 2a a w/oR Wlo $�'j',�j) tz€E «aTE.z;�csXrr 2' 2a T' s4 •c S Ma � R. r r 3 MO, r r, {a" IEEE .AT7E A DEL�1 F T POURED G T C o ixN �Rm roic ATE u1rA�ts. z� _ MM. _ tar,,:r�i< urearQRs �h+ s' Met �?-,� y-3 6CHFW4E >%fi SiiT,TT s'Ta: FtXi WAGD'YR£W:.--- -3•"w ,.-___..259,' -.. _..._...- Qf � I Mm. �'E SEOSiC4.5 ON Slt€£r 26 t r� �AT P 585E SLY+E[NA,E W I I / 5?3F.Tr t57 I `T : 1' Mp,__ - ,^_ ----- _.., - _ I5.t4ff' (TOTAL WtOTN)--. ___.._.._ _ _.._ -_ _._ .... _ _ .> ��, -. 2250' ;+--3.591"— ¢. I. MYn §' arm, T[ ANCPa++, .;'" �� ' ,_-i ;rm•'. I I '-__..----..__ ,_.---. , 2.5D0` (EFFECTIVE WanHJ _...._. ____. _.._._- -' __ .. _-1. ... _-.-t 2:Z50'-- SY -., . I . .:� �, RYc-S w � I ;. , E�+'E �� '� Vim) � `xm.. coNe"nttde3X+�•-� :=-. 4�ca.,, )t � , -I- , �tnnenln% 1t �p�.�f�l- . E/ra i'w//: x.1. �d i -_.__ -8 1 � _ t _ � �� E 1r2'-^j ... 1 , , _.:/� _--.p !!, �4i. _UI`_'-_Ft(aN�s0.tYd)iJ�j,�ei��'tbi�dCbUOC-OuSr€O2T%-AWG�MIt.�•D1: •'---_-_-----!.._.__-..3II1I__(;:,_it_t3LII�ill•T •z.Na.p-�n�----e.n1I1�q.350'--1.3,A'--'-1.350'-5D0"}1I�;�IEI�Or(yk `��s9wtp3wKalr,t\�q�tx,•sus��":If".. I: 1 i ! i I I � - - animxn � I - G EAD w {.� `{/ I i F- i 11 I-I.H,.. -1Wf-' ]�� i I - I I IIwRAv-cJ=;e-�i I IiiIII,'t1j(�_1IIICa3K3t[TrIi�_�;3i 7 Ii, 9s•�1I 075'I II`i-i - 'I1i z1� , -111�_ Ir /, L I __ - _. - ,. I I i•_.%�-III�Isdn,,,ff��iiW 3w'TI T'II1) YP' iIIiIi m,I1I ,i11A E I:,I I:ais�j`,;�'p-.�^.2.2a4"-.:_1iI_,i__..1,Lt..._;�tI 1-4- t_! .S -� 3 f>eR , ¢rtabi u� � \ Y c f-),. ,. sus (se ¢rs.a I s // A'• ?,8$7' r 0.0.#d,faC% HEMMER ! 4'� 3500 I 2.".300 11 .' 'T I I � f .•t-Zo..flr` i Ea v4 of 4 xmE , �tDa') - ?° f pALtuwZED STEEL EDGE tt `t // S ■^ - `3 # � ,� _: 3 F, r 77 I t•, _. t � T 5t' 7 - - - \__ i i '7 60 C L [ •_.r r r':, ,'r"-, ._. .. Y..t-iTr - I ,R1Wa I , "L--- f _. � i 2.000 ,2 'i : - AS,M 4-G83 ,,,,EE � R 11 � a.ta4 i I (E?W PANEL) (R/rEiROR PANEL) li CW[ER>bN PaNEl)' i (RPIEBIGR PA4E1)' fND PANEL (£ND PANEIi (VifFAEOR PANE[�i �¢ftER10R PAMEL-�iNRJUOR P.-i_`. .. -END •FCN � � Ei.~' I t � w/ 11P0� ku �.l(, - i '� uE. 111. `'a I . i i , ( ) j ? , ) , ( +v+Et) � ( EU , c , ; ,,� �, - ...d p. I (7 � w `t I! _ t"- T I .._HEMMED GRADE SD MINIMUM # DETAIL � l_,�„�;1 i t ,SE IATC 8 J. a BELOW , I I p 1 I l 1 1) 1 p I 1 ! I i �: 1 3, - - �•' ..• : EDGE j S.-._..J { I , I , , E 11 E r SEE NOTE 3, A ItEtOw .5EE,RELpw IS�C NOiEi r, SOLD, k I ° 1 I T s sF2 NOT Z, _ a BELOW - - , I - t 13 � ) `'A F,ss GaLv. J i I I I I ! I 1 i, I I! I ,' ; t i, I ? p p! ] (..1 I I I I� t 5 E 1. � I i t t�E arP.. I a ,. t I• � All A ', - /, +. + E', 4 i I I I 1 i 1 i ` t :, :. t t �,.. �� 1� II t ..1_. IJ .DIY ,r'4e 8 9, i H 1 T 1� { I j 1 j! I t I l i ,; I T I- 1 �T E r T x I t t � i I' I-- - .. - - t_-____. 1 � j : { I .: c: , € ' , ,, � , I , � i - �7 i ` -I, t , 3+Prz , ea.m , � t , +, , Y( ' I 1 1 I 1 ; _ AI1S A1,m. ors t .) I _ _t � aS �,Tae , € . .1..� f # I � t , �� I [ T�s , I I � � I '. , " Rji. ( s 1 �( i 1 s I �xr - 1 "a0 3�G ) 1_ _ R i � � (. � j �.. � i I 9 1.aE l ; ; t k e�'.) i i d .,_ _,, ..,. �,. { 1 ; I TED PANEES iYjr • ___� t I 3 �( ,ers a t � I � .. _ - .------s,asD'---_ _ _ _ _ �, ., w I_. ^__-1 ? t , 6 ' , } � , i I : � ? � � / F 7 �`` I _. ,. 2.a7p sr,, I I I I I s r1 , i �-+-saL,�p FArtE(5 Wr j i d 1 I: I I t � �I J , a!- �3 A M.S, w 1 # , 0r evwrj , - I ', 1 3 3/4'ti-g � i t { ;. € 3 ' ' 11 4 I ' 1 unrc INe ! 1 at -._.__.._., ..-. � - + j � � I I "x3 32'Yjki .Nt-+r5 i � � u.3 t ,r Pmi 1 ME xJ TJ%:�£'� �I 1 [ t y3 CIO I i 1 � i 71TF3f3�2�NYNNµ45/ ��,�.,i, f.1,_...�,) 11_._.#_.L..x� yi_,._.. � 1 .,. 'dli. � � �� :�.___-__�..-s.�.�.1 . I } i 5 t t 1, Q 'STORM P/LNEL ?.a]D - �.� I I E. �_�: -� 1 V 1 L� � tl.1. 4_s tl ' � I ] � � �' _ ,I _.., i _ �- - sr`--. _u� �.._._ .....,.._.,:1 - -'' I' - _ ' �!_�. �_. � ,:,. a_ .. !_ ... .EA>._6�&Fs9# [-I . ,.€_ s.., t # _T �_ .,1 -1 a¢ x „. �„, „--�- '7..`_"'.y.` � t I s I 1 I � I , p , a 1 3 ( (. , IT , i � J ( ,_ { , I I E i (_ • # i_,...� . ji I i .:�.� � 1 t � ) I 6 T I ' L 3 1 p t T ItIi1'(Iv(It�a��1tI,I�{IIII3,�'��i ��{��IPE6I+Ai I_..y`lCIO 2$Ey�•pl�t•yy�p1f" ,."'��EI�1I1+d6.Q"Ua�$�1�7i��iI13i.li.t.�_.[1gka�,I� Iaill I I I � 1� �.-.,.i�,� - } ! I t `J I ��,_._�_.� ��" I I � L� 6EE bOr1EOMU. Ci 5v.:,cwcrocix£ ' $ �., --'-_ - ,- MR 7 _�..._......., _-- s._.._. � -. _:_�_:.�_.,,..,- -. # aN SHEET as� t t ox staxT 23 E ,•' -,- R I SEE ton. t ,j<v-m.+l.. PAkE1'S t7a0 UP _ ' -�: _. I....1•........ SEE NOTE a"".`"_-.`"'_.�"'_`�.� .._.._d.i � ,_>--=..pANEtrAArE n,i..y 1_ FORMar. q a;t:'s-7rhat}' `- Nb" 1/4'.- bC�N rd � t E � � t u S�tW T ^ D€LDW - � a.. SEE HERE terE a g } sEPARA,Xr~t L 4 /4"naxa., ,- , D �sEt ------TT W � y.,- '.•-�..- ._ ___.. � .-.• - 'ISO' - MRr Max. MAY BE IOCAIED:" � { y fd ...j W/ 31EMMED ETX:E. '-a.,� := •-...Y i .--..250' I. M:n ^-i ""�` 4' Min. AT 0 3Nt , 1/3" i t!S•i � NU3 C t3 I e rM� OR(t' •f N I 4 '� Tfi'MTjss' 1 ?. '» �'. ,w-^-^--, r 0" I t fYF]2T 41'RIAP t �. Y � t ' f/4'f-%0.J/1" �j � F9R Yh �PNWT}9N t nYl a MR CONCRETE ANCHORS, SEE DEISM .-�......,?-.�-...._`_ _ i fA ^nOALw W StPARA1bN SEE W#RAt _ YN"nOjb, T-t 4 TIX#i 1 FO W.ABS. B x •PK5 32'/ I O O6AS t It �+'b ON 92i:i � g 4dt1EL+T8E 4k( S3tLEe ,xb; MR WOOD SCREW: T €kO PAxfl.S i ! ( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. Fm,teeaTI-,at1eE7 xx&HEFTx1OrYfAL1EWAnU31Jr.,P.[-a-_tNC9i3tOFcA-DRoe]}v••retaIa.ae ebmu,n.anDn,NNt¢ Ng:'%s`�NANji¢ETM,WrNd NR:G-¢ar1g],¢ °�M"mn9b^^�Ja:a_ma.Aawr3N•sRxPi.s.FIAJS'vGNA7URElLaA,E�/itANttttt�rnSJ^smpccTuBEIoATc�a..>r•Na+m"a+n.PesEAr.,rs3sA+Ar+mElBA7 WALteA, A TI ., Jr:.fi Pi. ,.. _ A .._. - Of 49 - tN FM AULTETt A 73U.7r'gr PEE - SHEET N0. SH 1.2 .FQR F NO N T 0 4NC TE UR 1 fa' UPCON ANCHORS _ 1 /4• TAPCCN .MICNORB O 9" 0.L. - p 9• G.C. Eaa I pptA-,0`° PANEsA4ATE PLUS wf _.�� " .."ir8'd % 3/32" wRtG NUT WA9Hik r 6 1!4• a p POURED CONCRETE 0R Otf1;'{UtETE BLOCK REaLURED ?AiTiLi MOUNTING INS' L ►TICK a5�CT10N 5A O RLGU[e SCALE 3/8-=t" -1-1- SEE SHEET 19 a 20 FOR aA}CF+O?FS TYPE Y �' alt itFf .� Pl}�idiT SPAC3N0 FOR e5iAW110if' INTO WOOD FTtA11E !%NPXNO. AY NKKW (Y,j 1 3 t1815/1N ANCHOR $PACiNOS. AND MfiAiM1M LT)OF I3P>,'AMGE ARE rNO7GtTE0 Cot tN5 ata6f tlrtAI6Y tm,aMe (n.) A S SpiE1NAt rd2 E.9, LfiS THAN cVD,CA,tED fMi RR+ra4 OarAe a Omd MD �3 3 ,l'E SCHEDULE REDDCE ANCMiOT SPAOINO BY MUL14 LY3H0 iaAGWG SHOWN 0. Siiffi77LM.€ ADBYM, EA Q9ii fACm 8i THE FOl.GOWRbB FAG1iRk^a- FpA TR15 � oPF7LA7Rxa To RE 13p55.�E, PEpuc6D _..._ '+'x• .,._ __ _.. SPAw'"NG 08YARrF4 U9DRG FACTOR 6KALL PAiT 3 I f ¢' - -'- 8E 1E55 ,it6N MKRM`JM Sr°ACaaO INDICATED _ y" _. 't W i.G4 -... FOR EAOM ANCHOR TYPE ON 71N5 SE3}E033LE _._._ ___._. _.> _ 5 I POURED CONCRETE _, OR CONCRETE MOCK REou+aEv 1 1 nr �m mAiT ,a>m E%,S11ej"til G1AS5 3-_ ` . -- IN Jti-3m III- _ uz wjrN Ti¢3- tAx& MIS 9 ' tWiT O+nAAP - r T I I I I EO ft� S i I _ 1A-,f}'a FANELMA7L P415 W!' �•..,.•/8 D g 3f3s.. WING NUTWAStBi} (BEYaNp) _P.OMREO CONCRETE OR CONCRETE BtOGt REOufAEO :`�:' UCENSF' :•• No, 44167 co 11 SCAtE 316°.,,, Cx0%e TLLiGq K 0 mt. .E. SEALISOMME/aIn RIDA BUILDING CODE (High Velocity NO cone Zon ZO GAGE GALVANIZED STEEL STORM PANEL °�. raver. m: 07/2lj3°xp .0 AL PROTEC TION CTLON PRODUCTS, LLC.,It §SF. 61 5;fP4'.'ET iy,Y!E R 3331a PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$ . « a».na - ar,,...: wuaa ,x+faamD xu: GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. T' 2a" §, 2a a w/oR Wlo $�'j',�j) tz€E «aTE.z;�csXrr 2' 2a T' s4 •c S Ma � R. r r 3 MO, r r, {a" IEEE .AT7E A DEL�1 F T POURED G T C o ixN �Rm roic ATE u1rA�ts. z� _ MM. _ tar,,:r�i< urearQRs �h+ s' Met �?-,� y-3 6CHFW4E >%fi SiiT,TT s'Ta: FtXi WAGD'YR£W:.--- -3•"w ,.-___..259,' -.. _..._...- Qf � I Mm. �'E SEOSiC4.5 ON Slt€£r 26 t r� �AT P 585E SLY+E[NA,E W I I / 5?3F.Tr t57 I `T : 1' Mp,__ - ,^_ ----- _.., - _ I5.t4ff' (TOTAL WtOTN)--. ___.._.._ _ _.._ -_ _._ .... _ _ .> ��, -. 2250' ;+--3.591"— ¢. I. MYn §' arm, T[ ANCPa++, .;'" �� ' ,_-i ;rm•'. I I '-__..----..__ ,_.---. , 2.5D0` (EFFECTIVE WanHJ _...._. ____. _.._._- -' __ .. _-1. ... _-.-t 2:Z50'-- SY -., . I . .:� �, RYc-S w � I ;. , E�+'E �� '� Vim) � `xm.. coNe"nttde3X+�•-� :=-. 4�ca.,, )t � , -I- , �tnnenln% 1t �p�.�f�l- . E/ra i'w//: x.1. �d i -_.__ -8 1 � _ t _ � �� E 1r2'-^j ... 1 , , _.:/� _--.p !!, �4i. _UI`_'-_Ft(aN�s0.tYd)iJ�j,�ei��'tbi�dCbUOC-OuSr€O2T%-AWG�MIt.�•D1: •'---_-_-----!.._.__-..3II1I__(;:,_it_t3LII�ill•T •z.Na.p-�n�----e.n1I1�q.350'--1.3,A'--'-1.350'-5D0"}1I�;�IEI�Or(yk `��s9wtp3wKalr,t\�q�tx,•sus��":If".. I: 1 i ! i I I � - - animxn � I - G EAD w {.� `{/ I i F- i 11 I-I.H,.. -1Wf-' ]�� i I - I I IIwRAv-cJ=;e-�i I IiiIII,'t1j(�_1IIICa3K3t[TrIi�_�;3i 7 Ii, 9s•�1I 075'I II`i-i - 'I1i z1� , -111�_ Ir /, L I __ - _. - ,. I I i•_.%�-III�Isdn,,,ff��iiW 3w'TI T'II1) YP' iIIiIi m,I1I ,i11A E I:,I I:ais�j`,;�'p-.�^.2.2a4"-.:_1iI_,i__..1,Lt..._;�tI 1-4- t_! .S -� 3 f>eR , ¢rtabi u� � \ Y c f-),. ,. sus (se ¢rs.a I s // A'• ?,8$7' r 0.0.#d,faC% HEMMER ! 4'� 3500 I 2.".300 11 .' 'T I I � f .•t-Zo..flr` i Ea v4 of 4 xmE , �tDa') - ?° f pALtuwZED STEEL EDGE tt `t // S ■^ - `3 # � ,� _: 3 F, r 77 I t•, _. t � T 5t' 7 - - - \__ i i '7 60 C L [ •_.r r r':, ,'r"-, ._. .. Y..t-iTr - I ,R1Wa I , "L--- f _. � i 2.000 ,2 'i : - AS,M 4-G83 ,,,,EE � R 11 � a.ta4 i I (E?W PANEL) (R/rEiROR PANEL) li CW[ER>bN PaNEl)' i (RPIEBIGR PA4E1)' fND PANEL (£ND PANEIi (VifFAEOR PANE[�i �¢ftER10R PAMEL-�iNRJUOR P.-i_`. .. -END •FCN � � Ei.~' I t � w/ 11P0� ku �.l(, - i '� uE. 111. `'a I . i i , ( ) j ? , ) , ( +v+Et) � ( EU , c , ; ,,� �, - ...d p. I (7 � w `t I! _ t"- T I .._HEMMED GRADE SD MINIMUM # DETAIL � l_,�„�;1 i t ,SE IATC 8 J. a BELOW , I I p 1 I l 1 1) 1 p I 1 ! I i �: 1 3, - - �•' ..• : EDGE j S.-._..J { I , I , , E 11 E r SEE NOTE 3, A ItEtOw .5EE,RELpw IS�C NOiEi r, SOLD, k I ° 1 I T s sF2 NOT Z, _ a BELOW - - , I - t 13 � ) `'A F,ss GaLv. J i I I I I ! I 1 i, I I! I ,' ; t i, I ? p p! ] (..1 I I I I� t 5 E 1. � I i t t�E arP.. I a ,. t I• � All A ', - /, +. + E', 4 i I I I 1 i 1 i ` t :, :. t t �,.. �� 1� II t ..1_. IJ .DIY ,r'4e 8 9, i H 1 T 1� { I j 1 j! I t I l i ,; I T I- 1 �T E r T x I t t � i I' I-- - .. - - t_-____. 1 � j : { I .: c: , € ' , ,, � , I , � i - �7 i ` -I, t , 3+Prz , ea.m , � t , +, , Y( ' I 1 1 I 1 ; _ AI1S A1,m. ors t .) I _ _t � aS �,Tae , € . .1..� f # I � t , �� I [ T�s , I I � � I '. , " Rji. ( s 1 �( i 1 s I �xr - 1 "a0 3�G ) 1_ _ R i � � (. � j �.. � i I 9 1.aE l ; ; t k e�'.) i i d .,_ _,, ..,. �,. { 1 ; I TED PANEES iYjr • ___� t I 3 �( ,ers a t � I � .. _ - .------s,asD'---_ _ _ _ _ �, ., w I_. ^__-1 ? t , 6 ' , } � , i I : � ? � � / F 7 �`` I _. ,. 2.a7p sr,, I I I I I s r1 , i �-+-saL,�p FArtE(5 Wr j i d 1 I: I I t � �I J , a!- �3 A M.S, w 1 # , 0r evwrj , - I ', 1 3 3/4'ti-g � i t { ;. € 3 ' ' 11 4 I ' 1 unrc INe ! 1 at -._.__.._., ..-. � - + j � � I I "x3 32'Yjki .Nt-+r5 i � � u.3 t ,r Pmi 1 ME xJ TJ%:�£'� �I 1 [ t y3 CIO I i 1 � i 71TF3f3�2�NYNNµ45/ ��,�.,i, f.1,_...�,) 11_._.#_.L..x� yi_,._.. � 1 .,. 'dli. � � �� :�.___-__�..-s.�.�.1 . I } i 5 t t 1, Q 'STORM P/LNEL ?.a]D - �.� I I E. �_�: -� 1 V 1 L� � tl.1. 4_s tl ' � I ] � � �' _ ,I _.., i _ �- - sr`--. _u� �.._._ .....,.._.,:1 - -'' I' - _ ' �!_�. �_. � ,:,. a_ .. !_ ... .EA>._6�&Fs9# [-I . ,.€_ s.., t # _T �_ .,1 -1 a¢ x „. �„, „--�- '7..`_"'.y.` � t I s I 1 I � I , p , a 1 3 ( (. , IT , i � J ( ,_ { , I I E i (_ • # i_,...� . ji I i .:�.� � 1 t � ) I 6 T I ' L 3 1 p t T ItIi1'(Iv(It�a��1tI,I�{IIII3,�'��i ��{��IPE6I+Ai I_..y`lCIO 2$Ey�•pl�t•yy�p1f" ,."'��EI�1I1+d6.Q"Ua�$�1�7i��iI13i.li.t.�_.[1gka�,I� Iaill I I I � 1� �.-.,.i�,� - } ! I t `J I ��,_._�_.� ��" I I � L� 6EE bOr1EOMU. Ci 5v.:,cwcrocix£ ' $ �., --'-_ - ,- MR 7 _�..._......., _-- s._.._. � -. _:_�_:.�_.,,..,- -. # aN SHEET as� t t ox staxT 23 E ,•' -,- R I SEE ton. t ,j<v-m.+l.. PAkE1'S t7a0 UP _ ' -�: _. I....1•........ SEE NOTE a"".`"_-.`"'_.�"'_`�.� .._.._d.i � ,_>--=..pANEtrAArE n,i..y 1_ FORMar. q a;t:'s-7rhat}' `- Nb" 1/4'.- bC�N rd � t E � � t u S�tW T ^ D€LDW - � a.. SEE HERE terE a g } sEPARA,Xr~t L 4 /4"naxa., ,- , D �sEt ------TT W � y.,- '.•-�..- ._ ___.. � .-.• - 'ISO' - MRr Max. MAY BE IOCAIED:" � { y fd ...j W/ 31EMMED ETX:E. '-a.,� := •-...Y i .--..250' I. M:n ^-i ""�` 4' Min. AT 0 3Nt , 1/3" i t!S•i � NU3 C t3 I e rM� OR(t' •f N I 4 '� Tfi'MTjss' 1 ?. '» �'. ,w-^-^--, r 0" I t fYF]2T 41'RIAP t �. Y � t ' f/4'f-%0.J/1" �j � F9R Yh �PNWT}9N t nYl a MR CONCRETE ANCHORS, SEE DEISM .-�......,?-.�-...._`_ _ i fA ^nOALw W StPARA1bN SEE W#RAt _ YN"nOjb, T-t 4 TIX#i 1 FO W.ABS. B x •PK5 32'/ I O O6AS t It �+'b ON 92i:i � g 4dt1EL+T8E 4k( S3tLEe ,xb; MR WOOD SCREW: T €kO PAxfl.S i ! ( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. 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SEALISOMME/aIn RIDA BUILDING CODE (High Velocity NO cone Zon ZO GAGE GALVANIZED STEEL STORM PANEL °�. raver. m: 07/2lj3°xp .0 AL PROTEC TION CTLON PRODUCTS, LLC.,It §SF. 61 5;fP4'.'ET iy,Y!E R 3331a PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$ . « a».na - ar,,...: wuaa ,x+faamD xu: GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. 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( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. Fm,teeaTI-,at1eE7 xx&HEFTx1OrYfAL1EWAnU31Jr.,P.[-a-_tNC9i3tOFcA-DRoe]}v••retaIa.ae ebmu,n.anDn,NNt¢ Ng:'%s`�NANji¢ETM,WrNd NR:G-¢ar1g],¢ °�M"mn9b^^�Ja:a_ma.Aawr3N•sRxPi.s.FIAJS'vGNA7URElLaA,E�/itANttttt�rnSJ^smpccTuBEIoATc�a..>r•Na+m"a+n.PesEAr.,rs3sA+Ar+mElBA7 WALteA, A TI ., Jr:.fi Pi. ,.. _ A .._. - Of 49 - tN FM AULTETt A 73U.7r'gr PEE - SHEET N0. SH 1.2 GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t' DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO DESIGN PRESSURE INDICATED RATINGS OW:#EO ON SHEETS 25 # 26 ENGAGE 1/1" INTO ANCN.-ORS IN ORDER TO VERIFY E ADO'vt CONDITION, MEOTt1pN° ULTIMATE DESIGN IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5 SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU.. TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y: NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE SSED, A 9J# INCREASE IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S F' MANUFA4n _3RER, M PA NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF ' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK 2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS. 1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL 1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING, flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD 4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti, S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T = j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE 1 {GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C. tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION W' NTPA T t f F ( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF 7. . ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT S,ff 15 THE CONTRACTt1R`S RESPON +916ffY. e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51. 5007B 2At 1. STRENGTH w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL L 9. BDITS PO BE ASTM A-90 7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER - USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE R, SHALL Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y. (a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'• (eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF - 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T - 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN - /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. I'c=39S6 .a. ( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE- A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE FEMALE 10 & PANELbRTE PLUS A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 13E PERMITI'EDi. f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr M1TO ANCHORS, N�1«•�;�:.tijr/ A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ � FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„ BE AS M£NDAlED IN A,iy AND A•2y,: +• I (B) IO 3. I CRExF Syr,;, jai,: �io.44167 TF ' A . Yt•s - ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone - t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP. - ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb � PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' � '.;�';��`k —"�` \ GLOBAL PROTECTION PRODUCTS, LLC. —'/- ° Ji �� ANC C aBgT s.W$1 MEET1 Tr4tki TT3TeiOy 4IEC18k10C01'�ANY [RY'FL ]i3 ` ,t2D-17$ GMmi n ?TIN PHb1tE {9di}W9-ISsB. TAX: {4!1)d98-8ie] —. (aosl A++-,d,v Pr, : laofl m-+an F.E scA,./smM,Tu:T,lwtE a,-Dme'r,v kr+.a• AP v.: DPAtW'c nd WAIR� 19ER iAiBi .;1 £= - e.! Ee141 31 Or xd N U 0 cLn l O L.L � - VJ � E � OL� Q z z w JCONCRETE OR I I - -_ -1 1 --- cn (n" ; �4 ( D , i I t - / _�, L" 0 11 CU 6 BY z M !!!� C PflN NT F R 1000 E— ANC` STORM NEB s' 2a (5EE FxWE x bO.Ow) (SCALE 1/z=T•y t a INSTALLATION A 14et`5,tE5. T' 2a" §, 2a a w/oR Wlo $�'j',�j) tz€E «aTE.z;�csXrr 2' 2a T' s4 •c S Ma � R. r r 3 MO, r r, {a" IEEE .AT7E A DEL�1 F T POURED G T C o ixN �Rm roic ATE u1rA�ts. z� _ MM. _ tar,,:r�i< urearQRs �h+ s' Met �?-,� y-3 6CHFW4E >%fi SiiT,TT s'Ta: FtXi WAGD'YR£W:.--- -3•"w ,.-___..259,' -.. _..._...- Qf � I Mm. �'E SEOSiC4.5 ON Slt€£r 26 t r� �AT P 585E SLY+E[NA,E W I I / 5?3F.Tr t57 I `T : 1' Mp,__ - ,^_ ----- _.., - _ I5.t4ff' (TOTAL WtOTN)--. ___.._.._ _ _.._ -_ _._ .... _ _ .> ��, -. 2250' ;+--3.591"— ¢. I. MYn §' arm, T[ ANCPa++, .;'" �� ' ,_-i ;rm•'. I I '-__..----..__ ,_.---. , 2.5D0` (EFFECTIVE WanHJ _...._. ____. _.._._- -' __ .. _-1. ... _-.-t 2:Z50'-- SY -., . I . .:� �, RYc-S w � I ;. , E�+'E �� '� Vim) � `xm.. coNe"nttde3X+�•-� :=-. 4�ca.,, )t � , -I- , �tnnenln% 1t �p�.�f�l- . E/ra i'w//: x.1. �d i -_.__ -8 1 � _ t _ � �� E 1r2'-^j ... 1 , , _.:/� _--.p !!, �4i. _UI`_'-_Ft(aN�s0.tYd)iJ�j,�ei��'tbi�dCbUOC-OuSr€O2T%-AWG�MIt.�•D1: •'---_-_-----!.._.__-..3II1I__(;:,_it_t3LII�ill•T •z.Na.p-�n�----e.n1I1�q.350'--1.3,A'--'-1.350'-5D0"}1I�;�IEI�Or(yk `��s9wtp3wKalr,t\�q�tx,•sus��":If".. I: 1 i ! i I I � - - animxn � I - G EAD w {.� `{/ I i F- i 11 I-I.H,.. -1Wf-' ]�� i I - I I IIwRAv-cJ=;e-�i I IiiIII,'t1j(�_1IIICa3K3t[TrIi�_�;3i 7 Ii, 9s•�1I 075'I II`i-i - 'I1i z1� , -111�_ Ir /, L I __ - _. - ,. I I i•_.%�-III�Isdn,,,ff��iiW 3w'TI T'II1) YP' iIIiIi m,I1I ,i11A E I:,I I:ais�j`,;�'p-.�^.2.2a4"-.:_1iI_,i__..1,Lt..._;�tI 1-4- t_! .S -� 3 f>eR , ¢rtabi u� � \ Y c f-),. ,. sus (se ¢rs.a I s // A'• ?,8$7' r 0.0.#d,faC% HEMMER ! 4'� 3500 I 2.".300 11 .' 'T I I � f .•t-Zo..flr` i Ea v4 of 4 xmE , �tDa') - ?° f pALtuwZED STEEL EDGE tt `t // S ■^ - `3 # � ,� _: 3 F, r 77 I t•, _. t � T 5t' 7 - - - \__ i i '7 60 C L [ •_.r r r':, ,'r"-, ._. .. Y..t-iTr - I ,R1Wa I , "L--- f _. � i 2.000 ,2 'i : - AS,M 4-G83 ,,,,EE � R 11 � a.ta4 i I (E?W PANEL) (R/rEiROR PANEL) li CW[ER>bN PaNEl)' i (RPIEBIGR PA4E1)' fND PANEL (£ND PANEIi (VifFAEOR PANE[�i �¢ftER10R PAMEL-�iNRJUOR P.-i_`. .. -END •FCN � � Ei.~' I t � w/ 11P0� ku �.l(, - i '� uE. 111. `'a I . i i , ( ) j ? , ) , ( +v+Et) � ( EU , c , ; ,,� �, - ...d p. I (7 � w `t I! _ t"- T I .._HEMMED GRADE SD MINIMUM # DETAIL � l_,�„�;1 i t ,SE IATC 8 J. a BELOW , I I p 1 I l 1 1) 1 p I 1 ! I i �: 1 3, - - �•' ..• : EDGE j S.-._..J { I , I , , E 11 E r SEE NOTE 3, A ItEtOw .5EE,RELpw IS�C NOiEi r, SOLD, k I ° 1 I T s sF2 NOT Z, _ a BELOW - - , I - t 13 � ) `'A F,ss GaLv. J i I I I I ! I 1 i, I I! I ,' ; t i, I ? p p! ] (..1 I I I I� t 5 E 1. � I i t t�E arP.. I a ,. t I• � All A ', - /, +. + E', 4 i I I I 1 i 1 i ` t :, :. t t �,.. �� 1� II t ..1_. IJ .DIY ,r'4e 8 9, i H 1 T 1� { I j 1 j! I t I l i ,; I T I- 1 �T E r T x I t t � i I' I-- - .. - - t_-____. 1 � j : { I .: c: , € ' , ,, � , I , � i - �7 i ` -I, t , 3+Prz , ea.m , � t , +, , Y( ' I 1 1 I 1 ; _ AI1S A1,m. ors t .) I _ _t � aS �,Tae , € . .1..� f # I � t , �� I [ T�s , I I � � I '. , " Rji. ( s 1 �( i 1 s I �xr - 1 "a0 3�G ) 1_ _ R i � � (. � j �.. � i I 9 1.aE l ; ; t k e�'.) i i d .,_ _,, ..,. �,. { 1 ; I TED PANEES iYjr • ___� t I 3 �( ,ers a t � I � .. _ - .------s,asD'---_ _ _ _ _ �, ., w I_. ^__-1 ? t , 6 ' , } � , i I : � ? � � / F 7 �`` I _. ,. 2.a7p sr,, I I I I I s r1 , i �-+-saL,�p FArtE(5 Wr j i d 1 I: I I t � �I J , a!- �3 A M.S, w 1 # , 0r evwrj , - I ', 1 3 3/4'ti-g � i t { ;. € 3 ' ' 11 4 I ' 1 unrc INe ! 1 at -._.__.._., ..-. � - + j � � I I "x3 32'Yjki .Nt-+r5 i � � u.3 t ,r Pmi 1 ME xJ TJ%:�£'� �I 1 [ t y3 CIO I i 1 � i 71TF3f3�2�NYNNµ45/ ��,�.,i, f.1,_...�,) 11_._.#_.L..x� yi_,._.. � 1 .,. 'dli. � � �� :�.___-__�..-s.�.�.1 . I } i 5 t t 1, Q 'STORM P/LNEL ?.a]D - �.� I I E. �_�: -� 1 V 1 L� � tl.1. 4_s tl ' � I ] � � �' _ ,I _.., i _ �- - sr`--. _u� �.._._ .....,.._.,:1 - -'' I' - _ ' �!_�. �_. � ,:,. a_ .. !_ ... .EA>._6�&Fs9# [-I . ,.€_ s.., t # _T �_ .,1 -1 a¢ x „. �„, „--�- '7..`_"'.y.` � t I s I 1 I � I , p , a 1 3 ( (. , IT , i � J ( ,_ { , I I E i (_ • # i_,...� . ji I i .:�.� � 1 t � ) I 6 T I ' L 3 1 p t T ItIi1'(Iv(It�a��1tI,I�{IIII3,�'��i ��{��IPE6I+Ai I_..y`lCIO 2$Ey�•pl�t•yy�p1f" ,."'��EI�1I1+d6.Q"Ua�$�1�7i��iI13i.li.t.�_.[1gka�,I� Iaill I I I � 1� �.-.,.i�,� - } ! I t `J I ��,_._�_.� ��" I I � L� 6EE bOr1EOMU. Ci 5v.:,cwcrocix£ ' $ �., --'-_ - ,- MR 7 _�..._......., _-- s._.._. � -. _:_�_:.�_.,,..,- -. # aN SHEET as� t t ox staxT 23 E ,•' -,- R I SEE ton. t ,j<v-m.+l.. PAkE1'S t7a0 UP _ ' -�: _. I....1•........ SEE NOTE a"".`"_-.`"'_.�"'_`�.� .._.._d.i � ,_>--=..pANEtrAArE n,i..y 1_ FORMar. q a;t:'s-7rhat}' `- Nb" 1/4'.- bC�N rd � t E � � t u S�tW T ^ D€LDW - � a.. SEE HERE terE a g } sEPARA,Xr~t L 4 /4"naxa., ,- , D �sEt ------TT W � y.,- '.•-�..- ._ ___.. � .-.• - 'ISO' - MRr Max. MAY BE IOCAIED:" � { y fd ...j W/ 31EMMED ETX:E. '-a.,� := •-...Y i .--..250' I. M:n ^-i ""�` 4' Min. AT 0 3Nt , 1/3" i t!S•i � NU3 C t3 I e rM� OR(t' •f N I 4 '� Tfi'MTjss' 1 ?. '» �'. ,w-^-^--, r 0" I t fYF]2T 41'RIAP t �. Y � t ' f/4'f-%0.J/1" �j � F9R Yh �PNWT}9N t nYl a MR CONCRETE ANCHORS, SEE DEISM .-�......,?-.�-...._`_ _ i fA ^nOALw W StPARA1bN SEE W#RAt _ YN"nOjb, T-t 4 TIX#i 1 FO W.ABS. B x •PK5 32'/ I O O6AS t It �+'b ON 92i:i � g 4dt1EL+T8E 4k( S3tLEe ,xb; MR WOOD SCREW: T €kO PAxfl.S i ! ( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. 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ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. 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T' 2a" §, 2a a w/oR Wlo $�'j',�j) tz€E «aTE.z;�csXrr 2' 2a T' s4 •c S Ma � R. r r 3 MO, r r, {a" IEEE .AT7E A DEL�1 F T POURED G T C o ixN �Rm roic ATE u1rA�ts. z� _ MM. _ tar,,:r�i< urearQRs �h+ s' Met �?-,� y-3 6CHFW4E >%fi SiiT,TT s'Ta: FtXi WAGD'YR£W:.--- -3•"w ,.-___..259,' -.. _..._...- Qf � I Mm. �'E SEOSiC4.5 ON Slt€£r 26 t r� �AT P 585E SLY+E[NA,E W I I / 5?3F.Tr t57 I `T : 1' Mp,__ - ,^_ ----- _.., - _ I5.t4ff' (TOTAL WtOTN)--. ___.._.._ _ _.._ -_ _._ .... _ _ .> ��, -. 2250' ;+--3.591"— ¢. I. MYn §' arm, T[ ANCPa++, .;'" �� ' ,_-i ;rm•'. I I '-__..----..__ ,_.---. , 2.5D0` (EFFECTIVE WanHJ _...._. ____. _.._._- -' __ .. _-1. ... _-.-t 2:Z50'-- SY -., . I . .:� �, RYc-S w � I ;. , E�+'E �� '� Vim) � `xm.. coNe"nttde3X+�•-� :=-. 4�ca.,, )t � , -I- , �tnnenln% 1t �p�.�f�l- . 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Y..t-iTr - I ,R1Wa I , "L--- f _. � i 2.000 ,2 'i : - AS,M 4-G83 ,,,,EE � R 11 � a.ta4 i I (E?W PANEL) (R/rEiROR PANEL) li CW[ER>bN PaNEl)' i (RPIEBIGR PA4E1)' fND PANEL (£ND PANEIi (VifFAEOR PANE[�i �¢ftER10R PAMEL-�iNRJUOR P.-i_`. .. -END •FCN � � Ei.~' I t � w/ 11P0� ku �.l(, - i '� uE. 111. `'a I . i i , ( ) j ? , ) , ( +v+Et) � ( EU , c , ; ,,� �, - ...d p. I (7 � w `t I! _ t"- T I .._HEMMED GRADE SD MINIMUM # DETAIL � l_,�„�;1 i t ,SE IATC 8 J. a BELOW , I I p 1 I l 1 1) 1 p I 1 ! I i �: 1 3, - - �•' ..• : EDGE j S.-._..J { I , I , , E 11 E r SEE NOTE 3, A ItEtOw .5EE,RELpw IS�C NOiEi r, SOLD, k I ° 1 I T s sF2 NOT Z, _ a BELOW - - , I - t 13 � ) `'A F,ss GaLv. J i I I I I ! I 1 i, I I! I ,' ; t i, I ? p p! ] (..1 I I I I� t 5 E 1. � I i t t�E arP.. I a ,. t I• � All A ', - /, +. + E', 4 i I I I 1 i 1 i ` t :, :. t t �,.. �� 1� II t ..1_. IJ .DIY ,r'4e 8 9, i H 1 T 1� { I j 1 j! I t I l i ,; I T I- 1 �T E r T x I t t � i I' I-- - .. - - t_-____. 1 � j : { I .: c: , € ' , ,, � , I , � i - �7 i ` -I, t , 3+Prz , ea.m , � t , +, , Y( ' I 1 1 I 1 ; _ AI1S A1,m. ors t .) I _ _t � aS �,Tae , € . .1..� f # I � t , �� I [ T�s , I I � � I '. , " Rji. ( s 1 �( i 1 s I �xr - 1 "a0 3�G ) 1_ _ R i � � (. � j �.. � i I 9 1.aE l ; ; t k e�'.) i i d .,_ _,, ..,. �,. { 1 ; I TED PANEES iYjr • ___� t I 3 �( ,ers a t � I � .. _ - .------s,asD'---_ _ _ _ _ �, ., w I_. ^__-1 ? t , 6 ' , } � , i I : � ? � � / F 7 �`` I _. ,. 2.a7p sr,, I I I I I s r1 , i �-+-saL,�p FArtE(5 Wr j i d 1 I: I I t � �I J , a!- �3 A M.S, w 1 # , 0r evwrj , - I ', 1 3 3/4'ti-g � i t { ;. € 3 ' ' 11 4 I ' 1 unrc INe ! 1 at -._.__.._., ..-. � - + j � � I I "x3 32'Yjki .Nt-+r5 i � � u.3 t ,r Pmi 1 ME xJ TJ%:�£'� �I 1 [ t y3 CIO I i 1 � i 71TF3f3�2�NYNNµ45/ ��,�.,i, f.1,_...�,) 11_._.#_.L..x� yi_,._.. � 1 .,. 'dli. � � �� :�.___-__�..-s.�.�.1 . 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SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. 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T' 2a" §, 2a a w/oR Wlo $�'j',�j) tz€E «aTE.z;�csXrr 2' 2a T' s4 •c S Ma � R. r r 3 MO, r r, {a" IEEE .AT7E A DEL�1 F T POURED G T C o ixN �Rm roic ATE u1rA�ts. z� _ MM. _ tar,,:r�i< urearQRs �h+ s' Met �?-,� y-3 6CHFW4E >%fi SiiT,TT s'Ta: FtXi WAGD'YR£W:.--- -3•"w ,.-___..259,' -.. _..._...- Qf � I Mm. �'E SEOSiC4.5 ON Slt€£r 26 t r� �AT P 585E SLY+E[NA,E W I I / 5?3F.Tr t57 I `T : 1' Mp,__ - ,^_ ----- _.., - _ I5.t4ff' (TOTAL WtOTN)--. ___.._.._ _ _.._ -_ _._ .... _ _ .> ��, -. 2250' ;+--3.591"— ¢. I. MYn §' arm, T[ ANCPa++, .;'" �� ' ,_-i ;rm•'. I I '-__..----..__ ,_.---. , 2.5D0` (EFFECTIVE WanHJ _...._. ____. _.._._- -' __ .. _-1. ... _-.-t 2:Z50'-- SY -., . I . .:� �, RYc-S w � I ;. , E�+'E �� '� Vim) � `xm.. coNe"nttde3X+�•-� :=-. 4�ca.,, )t � , -I- , �tnnenln% 1t �p�.�f�l- . E/ra i'w//: x.1. �d i -_.__ -8 1 � _ t _ � �� E 1r2'-^j ... 1 , , _.:/� _--.p !!, �4i. _UI`_'-_Ft(aN�s0.tYd)iJ�j,�ei��'tbi�dCbUOC-OuSr€O2T%-AWG�MIt.�•D1: •'---_-_-----!.._.__-..3II1I__(;:,_it_t3LII�ill•T •z.Na.p-�n�----e.n1I1�q.350'--1.3,A'--'-1.350'-5D0"}1I�;�IEI�Or(yk `��s9wtp3wKalr,t\�q�tx,•sus��":If".. I: 1 i ! i I I � - - animxn � I - G EAD w {.� `{/ I i F- i 11 I-I.H,.. -1Wf-' ]�� i I - I I IIwRAv-cJ=;e-�i I IiiIII,'t1j(�_1IIICa3K3t[TrIi�_�;3i 7 Ii, 9s•�1I 075'I II`i-i - 'I1i z1� , -111�_ Ir /, L I __ - _. - ,. I I i•_.%�-III�Isdn,,,ff��iiW 3w'TI T'II1) YP' iIIiIi m,I1I ,i11A E I:,I I:ais�j`,;�'p-.�^.2.2a4"-.:_1iI_,i__..1,Lt..._;�tI 1-4- t_! .S -� 3 f>eR , ¢rtabi u� � \ Y c f-),. ,. sus (se ¢rs.a I s // A'• ?,8$7' r 0.0.#d,faC% HEMMER ! 4'� 3500 I 2.".300 11 .' 'T I I � f .•t-Zo..flr` i Ea v4 of 4 xmE , �tDa') - ?° f pALtuwZED STEEL EDGE tt `t // S ■^ - `3 # � ,� _: 3 F, r 77 I t•, _. t � T 5t' 7 - - - \__ i i '7 60 C L [ •_.r r r':, ,'r"-, ._. .. Y..t-iTr - I ,R1Wa I , "L--- f _. � i 2.000 ,2 'i : - AS,M 4-G83 ,,,,EE � R 11 � a.ta4 i I (E?W PANEL) (R/rEiROR PANEL) li CW[ER>bN PaNEl)' i (RPIEBIGR PA4E1)' fND PANEL (£ND PANEIi (VifFAEOR PANE[�i �¢ftER10R PAMEL-�iNRJUOR P.-i_`. .. -END •FCN � � Ei.~' I t � w/ 11P0� ku �.l(, - i '� uE. 111. `'a I . i i , ( ) j ? , ) , ( +v+Et) � ( EU , c , ; ,,� �, - ...d p. I (7 � w `t I! _ t"- T I .._HEMMED GRADE SD MINIMUM # DETAIL � l_,�„�;1 i t ,SE IATC 8 J. a BELOW , I I p 1 I l 1 1) 1 p I 1 ! I i �: 1 3, - - �•' ..• : EDGE j S.-._..J { I , I , , E 11 E r SEE NOTE 3, A ItEtOw .5EE,RELpw IS�C NOiEi r, SOLD, k I ° 1 I T s sF2 NOT Z, _ a BELOW - - , I - t 13 � ) `'A F,ss GaLv. J i I I I I ! I 1 i, I I! I ,' ; t i, I ? p p! ] (..1 I I I I� t 5 E 1. � I i t t�E arP.. I a ,. t I• � All A ', - /, +. + E', 4 i I I I 1 i 1 i ` t :, :. t t �,.. �� 1� II t ..1_. IJ .DIY ,r'4e 8 9, i H 1 T 1� { I j 1 j! 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( FOR 4Rn, 6FPAPIQgIi IN W.tSW Wt 1 rD 031� i Ea£.¢r INITW4^ J .,t J .1 .._. sec SECTx�Rs cN STIFF- 2e - wr�m'oR aa+E?s' ' _ I �a�Emra t m GLASS. _ t g379 wFc Fa,t. {`�� i f!` .l''r- R•owz -'%' � .813 �� ! �' i t SEA NOTE J inl Gq f+l pt/ � Nl..fa. %4 * 1b • 1 RE FHFTALLEL AT E1LH t 1 W i I � � t .�__ ______ 1 itE3.0'A` lJ LI "lJ '�% x` LAST PNiEL {j TO � �' O'er i 3AST PANFl (� TO BE atSTALtiII A` tIAAi OPE7YN6 9Wl t1Wa� [ff F'riOVblE;i W! � ' 1. w 34.D6' I I OPENING SiiAtl AUYAroS i� PRiFA0E0 W I ,^ r � .tom I i t - -_.. - 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-' /f `,� �/ TYPICAL _ RFNt IMJAIE id FACILRATE WSTAF.LAT:CR} 8 INI£1tpE'b TO 8E iK5TALIE'U FROM i `. _._ _ __ _ I _---_-'b-'--�'4^- I ! p I ,�I 4��\--L_�.-%: .125' I 125• — ) If )N7ENbFD TG BE ItISTALtEO fRDM � - _-x �+ 1 4, �. � �� 9 E /j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,- - HEMMED �"",� '. n• I I '. SCNE 3%32• r. t' i 7 .� �. = q' - J_,.__...s�fa 1' 'p 1 „,�-A„--�- tl i i ; H r , "` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V ! i ,t°QC I ' I t•-iir' AW.c CAP 1 {� 1/4• Hac GAF-{:-1 F � � Y ;' ; 11 ' iq,R Y tY be � € I i i 1 ! ` 1 I / 3 -f,- i I ,!a` uar. G1P t/a• Mva GV t f I `� taj l!¢'.3fSY p1¢ j y I (� .tnx. t r' u IS j�� V3 DETAIL A z.bbb' pi `a' f I s.obo° I i � - -- --I _ k S g��§iii N I E1 'r �}t•, s•wa1 ! 3 �� I '�:i � 3 ji � �` �!/,L,., JF � � ROUNDED CORNEA O ENDS OF PANEL`S � a z_'. ; p I I (DI OR,.:/M/ DR N/O �$ ,Q L1 a�� lJ � *ET+kalE tncAr:BF. ecelrn"rw¢[°ec .'., i H r-' i � i � i � 1 t I � ^.i END UP`W/ HEMMED EDGE - � I .75p" p {�,. . I �rPY '�f(� � A A � EaNcu7E 3ro,aEa P I - _ i ) w "^ TEND PaRFy t 4t _ __. [ T._._1 _. :. 9^a^ z1dl.'S�tilf " ¢I-0EK v ( � il ` 1 I I {N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S� (,). fIfE1N)T70N OF SERVES rDOG: E - ?HANG STORM PANEL SYSTEM CONSISTING OF PANEL + '� aa« ( I ', ,.; fit': I a5D' i .,... '.a sr 3Wgf NIDa. = `--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr 9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa' A } � tLwrNa6 f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1, `': �. , "`9aj aJ `a+%J34^ *N¢ ON s,Mz1 - .,,�� . _. � ,;.; TtA3uRxaEW 454K •'�` , i F-x¢m e" ++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # ! 4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt ,. U -x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow) 1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az) $0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^ ��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v, 11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{� t .9T INTO TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v ! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �' (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1 i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§' 0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t, o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y «I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x � N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s � � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T _ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone a x - gm3D t%.'t�. s+� ( ae AN' wA m bolt xrr = _ e3Dx0 M[Rro, W. :. x Q 1 I � _ -"75D` --- $-q • ATE Of .6n TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP. 3' Max.---L - %'- __ �' Z .-._._ mcaN+ 6Y: L� � �'-.p'c` O'fitD�_ � _- � _ oRAa,i iTr: D ¢ a•.�u^ ...,.. - ¢Tlrefz¢m , #; '�:_".='.._ ! e]naJxDxD ,Q�I'AIL 1 c , e"� ass. i 90'• �<4� � iDw¢!" 7 UM. ANGLE 8 T P BAR '., SJJ_ � �I+ eR� GLOBAL PROTECTION PRODUCTS, LLC,. mT£ � �'•, STAY OF �. __. .a GLOBAL PROTECTION PRODUCTS, LLC, DA,E SCALE, , 2. a 1• RE �'ypr,tv.�sGLOBAL.PROTECTIONPRODUCTS,LLC,„Xz In�5�......,`/'+t.iNA�_��,/ILEArVINC�•t¢iMz.N.a!s1w1:nsib`",SriP''�:a'f�Cy'tNit,Aea.N.stseRL#:i/FACv,vINt+¢¢+a3iW:8s3tFr.51IT"LONG tnHMFt,r,^TtiNmaCNOtNEER/N0DAva:eis3s+A ,,fi•.....,,iTE6TwG a warlrEERlwe coMPr MWE,n. avie NbEERePINYiwin£.n,sr3u_#a!�ixIxmANrrnrN.aPHONE:rvb4j&9d-TSA5,aAX:Lwu7vw-dnt ZO-17$ +�t<`••(`y�`f.AI°em,.w..R,.saRteAANNaa,naTr1APHa+v;Cvs,75ev-TSAS, iA%:{sej�a-aiv'r2G•-i76m,vwauarKNa.colas ,awR:w.i?L•+i'+�s€aa':4sttJaav-ariir 2O47$ Q $0$S-TS Alum,ALLOYa,amtxm'n,-Isssv®,a9w+f3�''•�'4�*FMe.,taOSTm,.azw, [am}ur.xsrr ,a°e. Fm,teeaTI-,at1eE7 xx&HEFTx1OrYfAL1EWAnU31Jr.,P.[-a-_tNC9i3tOFcA-DRoe]}v••retaIa.ae ebmu,n.anDn,NNt¢ Ng:'%s`�NANji¢ETM,WrNd NR:G-¢ar1g],¢ °�M"mn9b^^�Ja:a_ma.Aawr3N•sRxPi.s.FIAJS'vGNA7URElLaA,E�/itANttttt�rnSJ^smpccTuBEIoATc�a..>r•Na+m"a+n.PesEAr.,rs3sA+Ar+mElBA7 WALteA, A TI ., Jr:.fi Pi. ,.. _ A .._. - Of 49 - tN FM AULTETt A 73U.7r'gr PEE - SHEET N0. SH 1.2 ,MAXIMUM A.S.D. DESIGN PRESSURE BMNQ (p.s.f.) AND CORREMDING MOMUM PANEL LENGM -L- S090= 'VAX , _qw_Eop_F� , �-- 0--=1rita-ILIt��', . I MAXIMUM A.S.D. Max. PANEL LOGIN I 1. L OWr__p"t.S!11`7 I. UN-) PANEL wDrtIOH I IPPI.E TO SECTIONS - .66.0. -75.3 To' OR LESS 2 9/ir ______ -_ I BoLIED - _ I ,�, , 2'. 3" i'w, *W m 3,W -65,0, -75.3 70' OR LESS �il�,__ - - -, - - - �, a .,w - - - - - - WINUNUi AT QVURUA` 41 altit UP PANEL LENGTH ME�� U�g F�6� W OZ( 0, PANI 1711,417111IM". 1111,17-111,7111111MI " Willkli�[Mr,"RW.l,lUi4z4*';Ill'd�]l�U�R'W.4L'.tfl!W.I'[C' ; ""', p-1;11IqI,vIw-1iN;l3I§1I)6 KulatelV61111IN411w inti$llioi"4413w:jlk*�Tol�lw-lflt"tg)1.4iI A IIIIIIIIIIIllpfwa-l-m-wot 111111;01:1111;1�� -a � W., �� 4,_ am a SID, test W"UM ANCHORS SPACING IDA C_ C. - 3 1/2* - -- I APPLICABLE To PRESSURE SECTIONS IT ANY COAGNAND" WAIMMUM IMMO. IAPCONSI I CALk-IN Paiu.NAR FCAAU: to I "-miw�.-Lus RATING (P..J.) OF MEW LENGTH %' Ga�) ! =011T, 10 CONCRETE iTo CONCRETE _ � I I 1 TO CONCRETE To COSCROI 70 CONCRETE BLOCK I To coRcI lit) COIRZINETE $LOCH I 12' - 12, ---::I-- N�A I 1. N/A 1 12- 1 N/A I I 1, & 2, (TOP) it" 3'* I U � '. A. 5' A- I - (BOTTOM) $ 5 2000 + 12' 1. 12� 1� a * I . —_ 8' - '. I , (BOTTOM) �INLO, -75-3 — N A __ 7" __ — N/A � N/A __ , 1 NIA I 6 I/r --,-- N/A ___ N/A — N/A __77 It 1/;2* — 141A — __N/A ""' — 12 I /Z" ___ 4 1/2* — IT" --,----I M/A _2�+�, 2' (BOTTOM) 1 S' (TOP) . 1 7o ON LESS - . 1 2- 1 N/A 1 12- ___ N/A ___ 9 1/2" N/A --- - I * 9 1/2' — ___T_ N/A j I ,3- (BGT,om) I I 17* N/A 12- I N/A 12' 1 N/A 1 12 � I - 141A 11 I I 4 . (TQW) -1 12' 1 6- i 11. ____ 9 1/2- - 12' 1 it* I _ , 2. I 1 w I - ____ " (BOTTOM) I . * UNITED TO MO c-L ASO. DE54N PRESSURE RATING A SEE SHEET 25 FOR ANCHORS TfPE & SPACING FOR INSTAWATIONS INTO WOOD FRAME BULDW MINIMUM ANCHOR SPAONOS AND MINIMUM EDGE DISTANCE ARE WOCXTM ON NIS SCHEDULE FOR ED LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING By MULIPLYINKI SPACING 940M ON SCHEDULE BY THE FOULOWINC FACTORS FOP. Na!1 OPEPATION TO BE POSIMER.E. REDUCED SPADW, OBTAINED USING FAC SHM., NOT BE LESS TWIN MINIMUM SPOCM INDICATED FOR EACH ANCHOR, ITIPT AT ANCHORS LEGEND L_!�!!�_ L/4'. ANCHOR TAPE 1APOIN __L/':t. �_ _V!�-_ "_-1Eav_1V1 I— 0`49-0I .a. ANCHOR $PA." va) 3 -w-71 - 3 - 3 2 ,.A .. MAT, "I'l- a --- � - a 3 �--= -iz) --I - -�T;7�,_ -iS ,a 7 Aclut CA "K 01511,14010 Fwam 1 1/2- _____ � - , - - __--*tt�� ___ LIM _--`!-�21�-_ I ,/,. _4 , - , I I" I - I 1.0 . F'k,l--G ; + REQUIRES Mlix, DISTANCE BETWEEN BOTTOM OF PANEL 1 AND 0 to at 1/2, 1 _ I 1/2- - ku IN. F4,_F--0, kL I ++ Rmur,Es max. oeTTANRLE BETWEEN BOTTom, of FAmrt I AND 0 TO BEt :N�115" I __I 3/16- __ I a. FLORIDA __7 GULAR, LIFE SAFET & E-Z HANG �TORM PANEL SYSTEMS (SCALE 112-1� - - - __ - - ____ - I-— __ - -- 15.12s* iLTOTAI, WIDTH) - -- - --- - -- -- -- -- - �- - - Z107,- - 1 _ 1____ I � � I 11 11-111---- - _12500' (EFFECTIVE WD114)- ---,------- - 4- - - __ It 1/4, (Typ I ___ , -- - 1 4- --- i'2501 -- , ". � �L- - ,iw- i r, r r I 1/4'OL,20t - .750- - fi�S. STUD RNETED I -374*-- 25' 10 ANTILE * 6 I^ I 1-3,50' - -,'l- - 1 �3�?O*. - � I .2SC^ , ,so' -, .1 .L - 11w �Jae��, - '080, - - OR a ,2 ,/2- o,,_ "xv w NeWURSEO) :-- I le " I " � ,- - �1.500- f ,_ � i� I �, �j i '310- - - , - ) - " " , . 2 , 'I ,� , � , GE I . �14E ME � CIA D 01024' ". Im" cALVANIZED STE L ASTM A653 ;%ADE 30 " M I __ �,_ F-,-- - � I I , I . � . (i, j � , ,� 3.31s" 1 1 -1 � �_ - � ," - - � , � S I , , ," t AM i�lp i MN'ED ,'I -260' I Zy I_A,� ": r',i�," l I Or - - ---- , "Ba 1 " -- 11, S : 44 , , - ; �_: L I 1 __ DIVAIL A G-60 GALV --- L-L � 1 I ----- -------- ----- j 1 , 11 5. - --r-..-_ _j . ,I6 j , OS4* L_I.,,.__j .12 �-_,Y, i rfp) i I - I 350, (3) STORM PANEL - 113501 - - I- I- DETAL A -1 - i[ I I ; PANELS SHALL BE IMSIALLED ALMYS FROM LEFT TO RIGHT W1 112- LEG AT ENO AT LEFT ODE OF PANEL _: (�_ - - 2"" - - (�) 'E' TRACK (�) ANGLE WITH 911D I I �-` , , - 1� -.1 I - PMLL S Ova Lip 1� " I W/ HEARI rvaE , ", _� - _�' _" �� So __ , , , I - , " - .-Ow � '", -I " _:�,� ""', 0-7,0, I � - - - TYP�Top 'EDGE GF PANa 0,02A* (Miaj I - - GALVANIZED STEEL 37,S- , - .-270' I; ., . PANI . , 1-:1' I , . " " ) - j I -_ �, ;1 � : I -,r I I I I 1 _ __ � 00 I T-- I 15- � '� 0.625� I 11 0,3 15, AIUA4 0,250 . 0 Af " I I � I , 7 '67- 0,925 . I L 7- � __ , I . , I -_ ,I I , A . A I - 2.59 " - - -- - i I I _-�Oo- -1 . , i.� 011'eno, '1� - 21I50* - 1/111,1- i -, � _1'0__ - , I I'To 21, _ "L 1 , \� - -(IDS. OR (��O I �� ' 11-irl - wOIi� I Tm ROUNDED COONER 0 ENDS OF PANEL'S iI - ifix, �DAA* � I L I - - 11 ( , " ,., -12i� - END UP W/ HEWED EDGE. . T_ "! -) 1 1-0,625, 1 ,$.750' 0-/2* � 72,378' 1 1 1 (N T�S) I 2,5w . - 4 091. 'OV� 0 1 (Tw-) Tl' -1 1 :� (�) 3KEY a0li-IMM 105-HI54 AUJW ALLOY ws� f - ,------,— I�P BOTTOM I . I EDGE OF PANEL (�) KEY HOLE Al PAHE pluff" �1- -' -, - I f . 11 2_,2,i' __ j _ 47501 _ i - - I' '125* I I *SEE SHEET 6 FOR ADOTTIONAL 'IT, , 1 -1 LIMITATIONS IF ILIE11 LENGTH 11 I 1'. , ' I I ONLY VALID FOR INSTALLKWINS THIO If 0, I (�) SLEEVE 2 1/8 1,25 �75' I - - IJYFI�) I WOOD STRUCTURES IL Iw_ t _ I �750 _ I T - " - __ I MAX, LENGTH I - ___ __ L_2 000. - " ow. 3,7w I .,k i93, - -2.5-8'- "H' __ - - i - I. Ila' i - 0*0 15 "U" 'I � � 1 25' (I-,.) L I - 1 -I 2.GM ""Y' ! 1 ' L '750' I �2_10 - � HEADER (�) REV. @) HEADER U, ____ ._D_ I I __ -P I (TY I .- . I - 11 � I" MIN TO 5" Max ______ . - 2�000` -! (R SLM IfA Max -, 1 W"4 (@ ANQLE (B "Z__MA0 9 E&M-HASM ,:�x' I : 1. � --- -- 3000- 36,.- I � . :-,200. i 1, 1-1 I L_ _ Oor 4 - "- __J '75' wr � FF I W"Ift"Jima, At �,,.,_g �%T!�13\ � 'd��, (USE ONLY Gor `\�CEAlsC,%, -, 'T, , /`�"` * " " w-I I- , ,.� % SYSTEM) LU44ii9w FOR E-Z RANG STORM PANEL 6U63-16 ALUM, ALLOY 1, 67" 7 , - -,- I __1 �' - - " ,-"--,- I - I �-O-,--�_,. zow f �=, �1� ,I, - - . . , It : No. 44167 11 z 1. - FLORIDA BUILDING CODE (Mon High Veloc0y Hur coott Zone) I � .� - .1.1-14S,_ .1NE1141 123* i�� 1N - '_ F OBW "20'.1 _,�, LM_"� -, - LL ,I I ___, --*---- - ,- ( = *-. . -- I - � . ' , SIA T'O' '' � * z it2blill XT= W� .: , 49 - - 24 GAGE GALVANIZED STEEL OF �� - 2,WD* - ME) L L_L, _ It Is, I ITT SECTIONS - ___ i I 050�_ z !�,,_ �M* I; _� , , 0, - - MIN _ .. '_ 0 ._�#'�x ' ' ' T__ GLOBAL � IL - I — — PROTECTION PRODUCTS, LLC.1 "Y'"M'T" g BUILD-OUI 301IF *r (R BUILD-OUI "E" TUCK @ & (�� WMHERED _L �_ , _ _�, - , , , , AL "4, , NHY, � IMNGNUT IL:MEZ, .T - _-___,a- 'VOPAI .-DIST-1.1 Ct-0005710 auto S.W. 5 I 57 20-175 IIA'Ar. rL Pf,vAIF, (PSANW-7IMS, _I — I - I F� — - ORAWRI; - %:_�=__ TRACK ANfiLE (ZAVAC 3 ALLOY) I- - - MR A TSUI a, Pr mART106- - 0 441!Z, .... I I - - r -- . I � . ' - __q � I I leRIEZ' 2 w 15 I I ________________,� _______ INSIALLATION DETAIL5 FQR RE9ULAR PAN-E12 I INTO POURED CQNQRETE OR CONCRETE 13 K �_TRQCjQRE ALTERNATE CONCRETE ANCHORS LOCATI CONCRETE ANCHORS _ (SEE SCHEDULE ON - EXISTING POURED CONCRETE � - TS*tE SCHEDULE ON SHEETS 9 THROUGH 10) I EXISTING POURED CONCRETE.- OR CONCRETE BLOCK SHEETS 9 _ THROUGH Iof� OR CONCRETE BLOCK REQUIRED. I RFOUIRED. ----EIDI Er =1117DUENYED - - - ` !,:4�,,' -, T TE LEG '11-EAM ,6�'�,,]"� _ CONCRETE ANCHORS -, , ;', �� SCHEDULE ON �1�1 _,,,�, (SEE S � C I I � , J." ..-�,.-�� ----�-��,� 617", SHEETS 9 TWO" It ".1-20' F" __ -14 � I ____- I VS_ � (� _L. _--M`_- -�_,v.1ill HiT, .1-11" - I I 1/4' ""' - , ,;, � I . . MAJOID, 1", SCREW I 1/0-2c," $4, .'a I Cia I 1/4' */ ,liA t IT I - I --- �____ am CONCRF S _�f_,t� __ -I- I _. _ _ _1 `� - - I � 4, 12 1/2, D� -_ � MAX. .. 3 I , I I ; C;H.E="DR off ,,� �r' (SEE SCH, If , ,4 � " ,, , SHEETS THROWO 10) , n - : In - - _ I I Z� � I I (il_ 9 _ r "o, ED ! ',,�" --,,, I 1__'� ; i �Ar -W I "-- I _;�,�,____, , i V Mox� I I i ,�"',',e"' � 11 � � � " I � � _�,�,, , � I I � �� PANEL LENGTH I I EXISTP.-I I . I fi) I ,,,, , Q 1� , ... I iii; .......", � I' , . �� , ,�, 01 i � , (SEE SCHEDULE 'r - � I, .... . . 0 I I - Ili* ;I'I�X_ I � 4 , 11� ;1 " _� i� ; ", � I wal. I : SEPARATION � � cu r:iI.-,,v-E)I, 11, , - "I �� 9 I I 11 .I-- 0 1 I I .to AI.. . . ==_4) *I' M � 1P, I ,� tSCE SCHIEDULE I ON TO GLASS i I %�,."=`Aa ON - I A D, v~ To OLASS� - ON SHEETS �Srz SCI40ULE I S��4'x;jB� A ON SHEET 3) a " W9 IR Ing i -1) SPACER u ) ' PANEL LENGTH (SEE SCHEDULE SHEET I - f 3) A IV L�" I fuwtilxk� IOMRR�, (VOR T-e) t *L" M �, - fier"Ol"WITE I— v`__ Lowx, twR r-n PANEL LENCTH I I 1; I I'll L , I W.... I 1 ON SHEET 3) 1 ,-,, ,� I I , '_ (SEE SCHEDULE -k( I 1 ,, SEPARATION . t 'I ' MlIzv1d 1 _1 ON SHEET 3) MRS"i I - To CALASS. I I D, L__- -, I , L I . , . _ ___I � --- , ISEE Sc -HEOULE 8 ON SHM 3) ; I I a 1 I - C4�,, - I o5oz ; IL' MAX A13 r - - , - I , - - �,-��,��,,J- ,',---�,-,--,�,,�` , - - '.. I ,'_,Z, �_ . . ;,� E-D �,"�,�-`��,"� � __ ,I,- - _] �� __ 1 ,I, T , " -1 - � ! I T Or *L I" : I I , - ... =4�- __ I - __T - - I . I - '; I � , ! I I lr,,,�;t;�,�� 't " (p I I " ,_ - � ,, ,�-- , �, " , � .11� -_,";_,;-, I 0 SON: ", SPACER -,- .1 � , i III, I 12 I Ir OC, I , r , . �,,' ."'. =F�=* — __ - t I " �', - - or E,p �,' LENGTH � �4 ,,, � - � . MAX I If 1� ! I � . � , I - 1,�, . FF , � - `�,,i-,� — I P I ,I , 5�.�____ - I I ,-,,��',,x'--� ,, ., I - ,_ A vC- -_-::____ � : I I -1-T -------- I - I L,_�� '��,' l�'.,�' , V�1� _ 4' ,:� CONCRETE ARCHORL "j, _ , 11_;`_�"`�__��,� . , _��.�_ � 1��;,`" - ��- I-, 1; SCiAMI(E ON - EXISTING POURED � ,�', � � - -, - _,_ 1 � (SEE , ��: _ IV! 4 CONCRETE ANCHORS .1- (SEE SCHEDULE ON KA —L i_j , j, I I , 11. C '! � �, . � �N, ,-."'.,�,,' , , ,'.�,, ''� ,''��- ONCRETE REQUIRED . � :�z ,,�t� EDGE OF WALL OR SLAB $HEM 0 THRIDUS14 ,�_,,:: I (ALT. CONDITION) I O, - SHEETS 9 THROUGH 10) Lim tr , Cq) 2 I/8- LONG MM. ALUMIN SPACERS; 0 6 1/4' Dx� Mo FOR I I I ii.- CONCRETE ANCHORS_ ,_ - � :�,: " - I i XISTkNG POURED CONCRETE R CONCRETE BLOCK ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE- z LENGTHS PER SHEET 3. OR CONCRETE BLOCK (SEE w4iErfu __ __ __ E I,. I � , - - REQUIRED- � REQUIRED I; MAX, LONG ALUMINUM SPACERS 0 0�� I 1/2- 0 C. (SEE TABLE ON SHEETS 9 THRLOLOm 10) " #1 SHEETS I A, III,) CE]UNG OR MONTING SCALE 3/6- I' "Oim SCk1 3/8-1- KING WAUA MOUNTING 1. ","", � -1 I 1- WaPAURS & OR W%, P I I ""ILIONNIN11111 ,�o A. TIQ; � ,S�,N\� .............. ` f�,;,_ E N s,�, ' .... -F --� . . . . . . . \,\r, , . . , . , , . . . FLORIDA BUILDING CODE (14- High Velocity Hur Icon# Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON' I N : TOP & BOTTOM MOUNTINGS CAN BE � * � : c.44167 '. � * S =*. * ..' III, z - I . - �Z__ - , :-_ , , _ - � --- S, -!�% STATE 01� 7_�� -, �\ ��,�___ - RLA., - 11. 24 GAGE GALVANIZED STEEL S70RU PA14EL OTARN W, ' __\ 0717/e"' GLOBAL PROTECTION PRODUCTS, LLC. 11LIECOi.c. Wit, — � law S,. 61 MRUI j L4 9.WxEI:RNWQ SHEETS 9 &. to) COMBINED IN ANY WAY TO SUIT ANY ..� - & cam A .L uj Ia,__,`�. TANC IL 11311'I"", 1.19,j INSTALLATION. "to - �20 Wa -VaIIII-Pa, rixone. teuJifee-71HA, Pat ._ _ 171 - — ilrtt;lm�otA4mw, DATE f ARE f - . I — I - CA-000710 Aa — ;��_ - IWDIW S - . *`Ll��_____, 7 I - "" � 1�� __ . ______ _ - INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG SIQRM PAULL- DI INTQ EXISTING WOOD STRW9TURES - � - . 0, - 7 ,"7 __Illil 1/4", LA3 SCREWS a 0, O-C -/ - - t - 1, I � Hf , � - le 2 . , 1 1/2� Ma, THREADED -00,1FATION . � I ,� t = _. ;, , 1 '/A-. LAG --cinEws a Tf- TIC, WF 11 - , � -To EMSTIM; WOOD "FATMER - 2 - 2,.v WOM . __ , " , I - I � ROXARED 1/4'..IAC -RFW$ 0 V' ,,�t W" �, � - 1� .- 1; I 1/2' M511 MRMFO PENE"MATION I - � - " rL41 OR ON EWE 4 .12 all"L Nl�_AOGD M'CNATI�. �i� -7- li,! , 1� I - ;L _- . HIT WOOD �Aoek - - , - -, ____1____�:;, T -OOO I - __ I To ODS, . I � 04'ca,t. 11411- S-M�- I I., � __:_� i I � I 1; I I I - - . , -, . - _� �� . , i I III FA ENO OF @ - % , . I I 1. -1 at I I --- 04 �,, #,,,I' S,�S, � I , � , , i � " , , I C "Ic"r t�r , I . I � I WINC- I 1 %,, � �, I ��' A_ - � I_-. t I I , I , I - - I I � - - La a) i - , 7 - , , 4,13p . = I , . , Iti I -� , -, I ii (',.L III-' S.� � - ii i'll _� 21 ,! IZ,t 5 v wil L 14G ScAr's o k , . I I � " I I , I r r � - I 1 1 , 1 ,,__ , I ,;t. - i _P . , � ! ,r'e 9,1 �! - 7�1'2wp' MO � MlicW-0 PIEKEMM� 0 Zk M f, 0 11 �, Da"'l NG WOOD IlEAGE", " 4 f , , I �. I/ 1 "", _ 7AIL ..,/?) A, -4 j �.l � I, __ I-- - .UAG as- * 7 "8_132, , � .. � E US � - � I , , %, I , - I I , - 1W - ...4 1w X I, I , � , - I _u I OF 'INTRY -.1 ! , I 11 . � I 1) 'Orl, I I E DVAJ_ lf2. & L 51ill-L" I - , - -i ____1 I JI SMS I * I �, L_ --wo- 16� SELDW, t-" I 1. _i4 I _, - N� I I �_ � "" � " POP ,I, C_k I S J, �� . 4WARD", OF tvrw 0 M I �, v, EP E-4 OF @ I � I I-i it i L." .) I I I � .1 if 1.1 T Till I �H`j' I - '41 wo , DIR ! _tM9 - I 7 c-,t 11 I QUIRgI -01 .1 __ - XT - (IV, 11911A. I/E` - �L� 1 1� - �_ � 9 .11�111) �11 ,� T - _407_L� WOW) I I -----(�) Foon HEADER Rro-1.0l, I 9 i I ._111'1._1o,V. ._(�) ____ L - - i I " 2u' ""��_ I v/�, W a. SCREW " - - - 2 1 2.. =- � ",--,��,,,,-, To GLASS. i 1A-A",vJ?- �� 1V , "',", i -9 GLASS ,LS � 4V`;;1d11. �� "I "I � W,,C , . i I- .Hu NOT a 12, U,C i t", C11C., OWRLk- - 7 7/8' W, g _. - I 1 EYLPY OFOR,AP 1-11, . _,EpARA,*N_ ,, ,�' f� I 7, A a 'L , 6 I , TO �ILASS. � - 1/4'a-.1-3/,l' j �1 7 9/W U. / ,�r, �/ I 1_� - - . T i . 1 I �� 4�j V31; I , , if� 9 - - . - SEPARATION ' wific NUT a I - /111,111 .47, I - --7-, Z; TO C,ASS� I rv,w or-JiLAP t I ! 1� ; i . 41/1`- I MR! O`T!!LT_ R, ; i �� , __ - - 8 I ,,, d, I � 4 I 1, .1 4� �_ _t_ _L___4_ - � 11 - . - � I I tt, I . a I 51� '_ � I : . . I. I - - Inv; 1 �,7 I ! P I I ! I� p . I I , I - . I I - ElTir . I __ I 41 I ` i I - t � I - 1 , 3 in �- I � , ; I ; . 1 - - � i I Ii I " , , �� . I I ! , 11 I 4 i ! - it - I I , tx I ! � g 2 � - - I I H 1 1 � II lvlt� I . I � 0 at �, � I " ! I 'I -, r� . , , I " � I i � - - *. I I , . ' (� A �_ WN I , - - , - �,, � ,A, . O ", CC --� -1 - �1 I , , , , I jz� I Lo - I I t I I I - - . _... .� I I - . , , _. , j I � I I 11 - - - t ____ I" I , . If T M., �i - M-Al I il - I I, 2 1' z-*2 141�' ANE' ` � I ; I I I - -I---- J, - - WS, � - L(D , tL �� >1 I � - I " ,��'4' - " - ,,Iy C_ J- 8 'I EL .-I --I "WA-24-W41 .$ ,PA; I. 1-1 I I , 0 'S .T-72,w', 7-' � I I - �� S " r� Elm R.CTE I - ON� 1. ou � PENCTIATION'S 12 L/z, a C I MI Ill 0 , A�S!, � - I -1 W/ %/r�i� , ,/,-t, LAG Scitrw% a S. O'G, w" I 0A, (2, L . - Sj, - L. , �� I -� .y, .;�! I =R/ - EA � 1, �� , ,, 114111ADIZ 11WEIRAU1H 0 -,- 1 I" 1;T 1.� WIRED kg 1, � -3 , � " i�o " 0, IE AT SERIES 2WA CItt I , - � _1 I , ""r- ,� � I " gw I . , PLA FIAT OR ON ME I 11 CAL � 1 11 Gold � tlGw1 11"W111, - e�j It RMULMATIL PLUS W -, THUM I NOT '. EVOW) =f;N11v11,�Jxv r1j m N_ ICNET0101 , "Ie I " -1 , , � C.. ,� I lamw I 11 .0 _�ix""Lli; MIRM a I I I , t , I I ': W ,/,',.uz - W4, f � 4 \__ . 0 2"', . "Alf REWRtf? � � I - , " 1 . - , x; I/, JI lRE"D ;�f Tf�, VI,, C2 ,�, I I / .'I KREAM. -,..&,../ N - 6.1 w MAE , ALU,9NA1ftL_Z!W ,� ,IRA T � Rio IRFI, V�m G F�11 n ON Oxf L LL , - 4,�, -, w000,"', r1T SCALE t/4--l- on 0. EWE , I L � �! PLATE MWIRM � ALIERNAtiff I-W _. � �: 1- TINQ a 1 ILWXD OUT MO SME 1/,--,- - , —1 — - UN9 I � r; l'-11- �� 1HUALLATION ALTERNATIVE 4"W I 41STALLATIMMS ARE ONLY VAUD FOR BUILDINGS WIN AS D DESIGN LOADS I Yj ..... I-11" SCM11 I /A'- I* UP �, +660. -15,3 av AND PANEI'S LENGTH UP 10 57-11), grjr-, , A'4 'M 311w , 714" WERR& ,,�','I� 1- ,1� �kewieiowl I?k A, - - . , - 11 1� .... _�611 '11, SC1,LE 114 - � __�,= , , , _ 2 FOP NEW ��, FRAME C STRUC11ON WOOD MEMBERS TO LIT. SOUTHER' , ft-. 71., �� PINE ". / SPECIPCON", a, 0.55 Ola EOUA. 1, ` EN ` �� 1! __ - W.' I \A �� 1,� I � � .- - FLORIDA BUILDING C ODE (High Velocity Hu alme, Zone)� i� __ �0 z .. — No 411r, � It _�,;4 �1�1. - __ , - At TOP AS 2- * ; � r E��OJF�Oo , -, '. * = 20 GAGE GALVANIZED STEEL STORM PANEL, I I.P AL = I __ OURM a, FUN � TI'SED - Mwor� � __ St , I '71-LIE—Co 2fPAMT(p :. ,-,. —Hi !;� SIAT Of i-- - .:��, / 1p, "' - , "' � _ - - , fielic \ GLOBAL PROTECTION PRODUCTS, LLrC, '/"FW" TOP. HEADER !D�. a __22t_ � A IMTIX_w� I= �.�ZO : / , - 1�5�_ ___ - ,`� . 51 STREET -MAW, , \, /?/ gu�& twwo A, fl�� :00 : AdiffiDda 1 PAQWXUQ" "'I"I""Sif '6�_ F .., ""L" , 70-176 Top * BOTTOM MUIATIN013 CA", WE �o�ON&D . ANY - - - ,'_'�ffi "I ,_ - ItARD-Lam ,:" " 'HOHE. "Xfw"A� r.- ka"MI-An? ilil ;;A � � AM M SUIT AW MSTALLANON SCALE, t/4* - I* -I I ,,, 'L - - I .. axl,-;� T- - L - Ix. � if , ,,a,�. ,., IM_TxoA,l; _I __±=_ I a,- "OP C � , "t I I -111. - - �__ 'I HOo, ""'THER naOn NOT 5,IGAN , ..,_Aa1T1 A&YOR A� a" J,_, - --- I -------I- - am 4 i =2 . � R - M I . OF 2* . , 1 1 SINGLE PANELSO) UNRCMUM AT 1Q9_9R_tQMM WITIi-I&Aan-a-caa, * _____ MAXIMUM PANEL LENGTH 'L+" OR %-" (ft.) 9 "IMVM AS-0, DESIGN - CONCRETE III WOOD PRESSURE RATING wsrALLATioNs t (P ALL) (A o, -) - L'-+ --"-' - , __ 20.0 ___ iv-D, J�__O�_ __ 4TO-, ___ 22�__K�_ __ 1-8, JO. 11 . IL__r_ _-L, - 0L__r - __ __L __LQ_-_lO, --L ___��o_ ___�O_-�_ -9'-,^ ____m�v__ ,SO __L11L_�L_. 9 ._6 . 8 ._9 . __ _ --;7-- - -,- --------- 8'-T' --- - Sao 8�4- ----,- AS.& 8�_,_ ---- ___ W`�__ __,_,-__ - r__7 -.-- 65.0 __ - - i-DA __ __r� __ ---r,- __ - _--iiii- r4lw - __,_ji0___ _�I- 0--w "._,. _ 6�7, �____ _,__.e�1O____ aaa - 71-01 6*-S' __i07___ 0 _� _;_,7 - ___T _� ---.-, ____e_o_. _i�_2'__.I___L_!!L_ - _RROX _. _T��V_ --is'-.5''I - fi,-3* _iL_!.!�,_ 1 5-0, - �W_v __ - I --.r- -i . IT!t# ___�_ i !"-.111, , �� 5&QU_EWU1ajW0AW&AL&AQH Eh1AM1_WACA5_1_A'_L_C"_G MAXIMUM PANEL uNGfH %+- OR I'L-' (ff.) a - MAXIMUM A.S.O. OVIMN PRESS (;,�.O (4 - -) CONCRETE At WOOD WALLATIONS; t I L+ , ---I-- - - 0 - - 4 �_, - .__ I ___�___ 14 ___!:L�� 11�7- ___2!Lo__ _2_zL_L0:_ - __ Ll'—'-r ___:n_o___ 35,o --L,L--lr -Lot—Ir ___K_r__ __t�_o 46.o _�� ,,.-I. _ ____ a.-?- __±�__�:_ 8._7� _______ 8-2- ____ kfo_ ___ _ii*_____ ___SF__j___ --;7--;; - - lii.D_ 4�_�__?_._,. - sia 1.__W�__ 7�-o- " __ ;I:�:,__ - . --,T--;;-- - _eI - - - - Z" _1 71-21 ---.L!: - V-6, _..�_--,�- 5 _q;7 ---- -5- dl�� - - ____ IOLD .__._wi__1 _ 7-o* --- i7iz - ____ 6*-jl . ;:_; - __ - sw,_D___, iao�_, to �o --;7-;:--, __� - ___ . - 6�� .- _ t�_ To- _,.'1___1 _;k�__ _11 - L _:::� IT C_ � -- r13.0 - -, __ - ,-- - - 5.-,. .. . ----:7�- ___ � 11916 __ - ___ 4*-r MINIMUM SUPPURATION TO 0145' , SCHEDULE MAXIMUM PANEL LENGTH WING, SPEED , 170 M-Pm WIND SPEED , 170 TLh i �i") _� ;�W RAINED - No LINRESnENNED RESTRAINED _ 1:_�_ ��O DR LESS I' I I . I _�33 70 BIG I. I I- ,90 to 145 I. --t-�- _L_vv_�_ _,�_/_, I 1. 7 Ile I 7 1/2' - UAMIU11LA P&NIrl I F`N(.1TI4 fInI ;'nR A nIVFN UOUNT11,11' . CONOITION TOP DIRECT 1," .1. ___ L 11 s", IF, BUSO-OW , TRACK ^101 LAAW-CUT 'r TRACK BOTTOM MOUNT HEADER III ASIDE TRACK , = 11 .1= I I DIRECT MOUNT A$. — 32- ---------I-- 32' j �!: SO. — so, ___;;_T_38_ ! 5o* ,4 , — ,& .S*X1.5* STUD ANGLE 35' ,-- 32 . __ _- . � ---i , - L 32 42 __ __ ----- - 03 -f- TRA;X '. � 1. _31, 32* 1 42' 1 er 1-t- w I 6w __ WSULD� .F. TRACK ANGLE wJ SIDE CLOSAIRES; I w 1 � r mAD-4ft -I TRACK so, 1 32* 1 32, _�_!2:____!!:__l 1 w f &I SO. __ 1 51' L9I *2 29L 2,2� -1 I I __ __ * 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 O' 4 " "' � '2 Rk I W/6. 2�W/i," 3W/7 & 4W/7 W -a' MAX __ __.- ___ ANCHORS III SCHEDULE ON _ S" MAY , I MIN. -7 SHEETS 9. 10 ifill) --- 11 - . - � - I-— I �I. ". -� _ r-6 0 _____ 2, 0 � I ,- , � - �7 _ , _, _ _ __ _ � __ _ _ , , I _ _ - - - I 11-1 -.11 -F-11 D. M., (�), (�)_ 04� r,-T 7- —,, I- -I - 1 - -I F I -- 7 - F- - F7��T , - - T- -T - , - T- -I- I .. � I 11 - I I I ____ , I 7 I , __4___ T __,_�l I � ,-"---I-- I --- . I I @)� @ Q, (R 1 1 , I I I , I i 11 1 I I � � 1 � , i i � I ! I � � I 'T I 1 I v ", I 1 I I 1 I , I I I -1 � I I . I i I I i � 1 t 1 1 1 1 1 1 1 , I i ! � I I I , I I__ -_ i I 0 L i 1 - i - I - 'I I , . � - . , - - _1 -, ,--., - - i - "I __ - , - I,I I - 1, �': i I - j 1, i" , * A � - -t -1-11 -1- - - 1. "I' I I I I I'- � 1 .... V ,,, I I T , , , , - � , I - ,__ 'I - i I I I / I I I'll, . -1 -7 F A I i I ,-''--r I i I I 1 1I 71 I4, � � � __ - I __ I—_ - _f I I i i - 1_ i I � i IT I I � i I � * i i I I -I - I �, ! I I i i I - —L-1- - I 1 � � I I � � i I I IUNEILTED . EB [_:'� , i . BOLTED PANEI (SEE I 1 1 1 -S W/ 1/40-2ow ! . SECTIONS AS i 11 1 1 I I I z I I I : M_S_ BOLT W/ 0 0 rk OVERLAP I . I i � I ; S.S. I � � i APPI ICABLE) . � I 1 1 i ; I I 1 (SEE SECTIONS AS APPLICABLE) Iti - I I 1 1 I I I I ; ! I , ; t 1 J 1 1 ! I 1 I . I : I i , d I . I I I � � I I I I I 1 I . � LA I - . - � I I I . i � . I . ". - � I I � I I - . � , i - I-- , I 1 T 1 7 1 1 I I I I t I 3 i 1 1 1 I i i I I i 1 1 i ! � I I i i , . ! I I i 1 i 1 1 1 1 I 1 � i i , I 1 I 1 1 1 1 I 1 k , I I � t I I I � I � � � i i i � I i � , i 1 i I 1 I I I I 1 i 1 � � � I , , I I , 1 I I � , � ; , i , D,M.,(.D� (i), 1 i J, 1 ]i _., - _ -41I I,- I -0 I !.L-41-1 - L--il - 1 -�!- Igm I I- - - 4 121 I �_�f I � - 1 il� 0 I I 0 I ft I __ - i _t @ .19 I _7 'AM � �_ I ' - - - - 1. MIN, � 1/4, 3/4� 4/5, 5/5 - & - 6/5 ' I .lN. I 2/4 I L* L,10�11W/6. 2W/6, 3W/7 & 4W/7 . � - __ 1__-___ANCFfM (SEE SCHMIJE ON "ETS 9. 10 Atll� " , , . --' REGULAR $1ORM PANEL Cb ELEVATION I NJS. /*' If- GAF� Z687, -!' a (", OMRUAP -1 tax VAUY) �i L� . I -t T _0 �, SECTION A�A 1 N.T,S. NOTES, (1) 1_+� MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POMNE �-D- DESIGN LOW. L MAX ALLOWABLE PANEL LEN" FOR A GIVEN NEGAINE A-1,D, DMN LOAM (2) PROCEDURE TO DEVERMAE MAXIMUM PANEL LENCTR' GIVEN A POSITIVE A.S.0, DESIGN LOAD, DETERMINE MAXIMUM PA94 LENGTH 'L+* FROM SCHEDULE GIVEN A NECAME A". DESIGN LOAD, DETERMINE MAXIMUM PARR LENGTH, "L-' FROM S KEIDULE FINAL MAXIMUM AUOWMEUE PAREL LENGTH IS OCUAL TO TK MINIMUM DETERMINED PANEL LENGTH BETWEEN *t+' AND 'L-*. (3) SEE SCHEDULE SELOW FOR MIN. PANEL LEN01H FOR POROSITY OMAUVICATION. I - [ INSTALLATIONS INTO MOD ARE UMM TO i 96 p.3 I VAX ASO, DEVOIN PRESSURE RATING I -I------- 71 aCfA$&r;W�QES 9, 10 & It FOR MAX ALS,D. OSSMAT LOADS IS MW PANEL LOWTILIt FOR .. 30, 44167 `, t: &:02a I&TWO. INT, 24 OADE GALVANIZED STEEL STORM PANEL irp, * �' - ! 01: i * : 1 1 - I 11 11 - � - -:�% 'aAwt OF E71A* - xz_'_ 07117/1'a" � i 11LIECO,.C. GLOBAL PROTECTION PRODUCTS, LLC. DATE, , - I � 91��7;7_�7::> / I - S.W� 51 STIRET URID, -* 14 I- -e - , 11 - IV 20-175 .., Pfr�yi-q--., =I.,--- MME. F_ 33311,)," �1' �§�V " / - I Ow J,--,Z.-.Z-46T,-J, " PHOK NISIX180-7646, FAA, "ITS; -7, - TALAWAR; ft w - M=7_11 n.1 — i _ - I "I'll #1 I 7 %��T"_Rl_ IiIADIT t_,_�� . I 71 AIM — r INS�� —DETAtLS FOR _REGULARPANELI,1 __ � INJO WOOD STRUCTURE5 I _ - __ _.� 7 , -I I 'II- 11-1 -11 . ...... . _.. -1 -1 __ ______1_ I , � , . : -� " �, , ,� � - Min. t + '� - I _P, � �, I I SEPARATION 01, I , � - - � . , . __ I I I � "I . . �� _11 I � ,- 1:; --- - 10 =GuSS ... I (r'Al"'CHORS � � I I- - I ,� I - 1 .. C EDULE ON I I � - . �S LE I ,, A. - tii IT ,/4--2w. El SHEET !� � .. . . � - ,�i ,�j S, . ni:AD TRILTS 3) i - . Saw I I) � I � ! i - k , ; DN' - 1'r OL � I I , . ,w 6 '/' o,C L_ ____ __ _ . , . : � �� I ; - t c ____ - - - .1 ". z- - _ -4- __ (WRA� I . ,.. — � I 'A I I - I , I I ' . ; I " I I I z I % I -I U149140tax7-417) �L. r � � - __ __T - r , 1. -,.-- .. - - - - � � � . ,. , . � � - - � I _ _I M... � . . t�� I I 1% � i I ANCHORS I . IST _ . , � All, - __ - - - — WOOD HEADER L, - 1 (:2) WOOD I O' I � 1). .,-F ,- ._ _,_�_ ___ I% � SCMEDUL' I REQUIRED I I I I I (SEE S , I i - - __ -11, 11 1 1/4- ,,,,,, CHEDULE ON :1 I J��z I, __ __ ______ - .__ 0 ON = lWolat , i 1. IT) 1. -_ I � �-,--I I � - 'a - z :� ,no =1106 I, - VAX. I . W902F, 22 i - I .. , �� .. . SPIA -, 0;,�- � rot T 1 11 :;t . i � , 11 _ T I � - _ j I I . I 4C57H ' 1 Mo. 1 " I , ,, it, I I � __ I - I -1 __ I WOOD HEADER � _ � , I � I F -7 _____ �_ �I I REQUIRED 1 2' ED ", ,� I "' I . I a;- � - Eg:_ � � __ - - _ - - �� d , -, � I � , I I � [ , I i. , - 7-:_-_� I : :: � I I , �,� I � I � ��,,, � ., I , ; , � � "01 ED V � 11 . 4,�`,i , � ��A_lj - 11 I ; � , I I : � I I �'- .;� �-., ___ ______J_.__ , i I 11 � __ I � � i � I i � , � I i � - - I L I t � � � @I' MAX. LONG ALUMINUM SPACIERS i� 12 1/2- -,. � L I I I "Ill I � I - 0 C, (SEE TABLE p ON BHIEU I I �) I � '' ! , � � , I mil,_ i - (_,� � ; I I I , I I I I ; � SEE NOTE - BOLOW FOR LHUITATICAS FOR - I SCRAMN-N -1 I 1-* mltx� �,, �, ", - � � �1� � I 1/2- LONG SUNEVES, v Mo It i 4 � � 11 PAN XNC7H , � I To GLASS_ i PANI LENGTH I � . 1 t_ . EL . � I i . . (SEE RCNwfu ; � (SEE �, - 1 1 i , 1 ( I- ON SHEET 3) � I ON SHLEY 3) I - , , , .I, II ON SHEET 3) �J I : I 1 - PANEL MATE FEMALF 0 OR PANEL MATE - I'll I _B� � I I I I � 1 I � t I j PLUS (SEE SCIIIIOULIE ON SHM7 I 1) - I f� 112 I At , wm� I 1 1 - � ,� I 1�. - 0 1 � � , � �L I ,��, I I =%Z' EXISTING I ,,I EXISTNG I -T, 2'X4' WOOD - / - - -,- - CLASS ___ -1 PLATE RCOuiRED E_:1_1 ! I ILAS_' -1 i _(SOF , I , I -C � t ON W117 3) I f" DIRECT MOUNT W/ SPACER 161 �, 1- - - , ,_ __ - , 1- J, I * I ALIERNATM 2W' - F_ -1 - I --- I- I I i - , I : - � lf�,�k SCALE 3/a." ! I.- 4 : I �1 I , I I I -SIX I �, � I I 4 SEE TABLE #I ON SHEET I 1 FOR MAX, PANEL LENCTHIS & I — I � 0 12 1/2" G.C. I . I i I I . 1, - VAX. XS.O DESIGN LOADS FOR THIS INSTALLATION. I " MA;L. FO - � . _ I � I )1 5 - , i I I 11 � I 1-1 .. - _ - P!- .. I 0 12 I/;?- ox . - ,-----I , I t . " Er i C I � I I t— 3'4' I - . I , I i � - - " — I ------.----------. . '. I . � . . I I ED , . L!! I If I I : L I i L_ _ _41,800n* -I , I : I ,_�, __ , WOOD ANCHORS * * hilm i 40811%1=144 . I 1 I , I -,I-- t - +, . 1. I - __ _ ___ - I � �� STAGGERED W/ STUD I I `� - %_` - 'I -.:L --- 4—, - � , , (SEE SCHEDULE ON I SPACER " MAY 91: 4 1/2' UM ir, 1 �, , _ � � ____,_____________ : - I ; I 1 7 1 � � SHEET I ) i 0�105TAUATTTTAAI 4 LWARED TO A OW STORT BUILONGS 6" 'I'-w 1 2'.4- WOOD I" '_ I �'i ` '' *a= ;I � � i I" MEW ftor =11; IS A FWMC"k FROM ANY : _6 � I L t I ,� I 1.1 �� I I I WIN, SEPAIWOON TO =5 1�:" i , �;�R,I , Of, INDICATED ON SIM I 1) PLATE REGNINIF - I , WOOD ANCHORS 1 , ; WOOD I "'U", HE D ,; �, I - -, � ''I STAGGERED W1 STU " �, 0; ANCIATIRS GOWAT'llft O0WAaOMH`T Im (PANEL VATE FINAUC . OR � FA 1/7, , � �i , �' - I_ DR "" W RE T� REOUIRED - I . (SEE SCHEDULE ON � " ' I - I- � �, � __ , � 'i - 1� _1 t I AS THE � , � , I ww FOU01040 CONDITIONS ARE � PAND, ton. Pam SHALL K SAAM.4"Imum AT a 4/4 - ox � . I �, ��: , SHEET I 1) COMMUED " 1 I'THIS at A RESTRICTION FROM 12 112 DLC. VVINC ALLIND) ON 1 � S.W 4 : ,-A � � �� 1 1 i i � , ft) WOMAIM ASO DESIGN PRESSURE i i Rkmat, a IIIA �S "A- . 1 Cf; MOL 24 CAM FIND, UOTNIFT IS UVRED 10 &I AT ANY GROWING 1 I � _1 I i me 5 A Tumacit" FROM Lamm PANREL Looms AURM ON - � , - . 1-1 i k2) WINNITIN STRWM PAN13, LEIRM, IS I WALL M DIREM MOUNT I SCHEDULE. SIM I 1) I � I I TI,. I i (:,) ; (4, I L/rVAN MICIN COMPONCHT JIVA SHALL BE AS INDICATED 0. I WALL mouNTiNG I STORM PAIRS, INSTAUATTAXI IS ONLY T RM YL In 1 � SCALE 3/8-1, 1 SHM IL or 1 Tp- LM I WDUATION 10PACIR VA 05 ONLY i Poll AN IODSMW WOOD FRAME WALL ,DR ALIERNATIVE I i ! VALID � "He M"O" I� � � 3 AS M'DWO W ASIT i CA) INSTALLATION WILID OPILY MR WIND � i C-1996 STAMD,Mlo AND, THE 202o VIh im"ON) OF ME mUORFQk ! SCALE 3/8-1- 1 zo.m 11 2 & . PER � E � . OUIUIM : I � OWL � ISHIT-I,& L 000010100" ) I I . j � . �,�':� A. TIZ ---,--,------ - , -------- ____..1 000. _______, ' .-";K�� I ... .- i�/�%, NOTES.* zf �.. ICEN `-_��S, FLORIDA BUILDING CODE (Non High Velocity Huricone Zone) Ngu�. �,�� 1 INSTALLATION ARE ONLY VALAD FOR MAX, A.S.D. I f No. 44167 '. �j anwit roice, RK, Fl. , z DESIGN PRESSURE RATING (PlIJ) AND PANEL LENGTH$ S * . 24 GAGE GALVANIZED STEEL STORM PANEL - * , SAAAH eft I * .* - R - . � * Z TOP & BOTTOM MOUNPINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT ED = COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') %,:5--, STATE OF�EA ! � I I L I E C 0 I III., \ GLOBAL PROTECTION PRODUCTS, LLC, -/'I- � INSIALLATION, , *, C� 17 ix-. ." TILUT Mantle, . tm*wU"a COMPANY 0101, S.W. 5 STREE" 2. FOR NEW WOOD MAME CONSTRUCTION: WOOD %� � � Z��?01!1i__ �fl; - - ... ". DAMS F_ 3331 MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC I 4l - _P; �_S_ " ,E HIMP-7,451 IM, (M-)SW-MY 2 -115 -IF,"" :_.. J. DENSITY OF 0.55 OR EQUAL. am. ,.,. �_ 0,-Mviv _" — I - 11 — I - — - I T� , - "'. . IMAXER �&111� P� _:;I; I . ............ I __�� I ___ ------ !�m .I!z - - m I H� . - _________ ____________________vrv___ " --'I- -- I 9*4 9ENEM-Nm = " IMEMILAR. I U MEEE( & (I,') �Q.11"lwa-AQ"-�mn--VT.IFA-Qmtr-L-��-ikt4�., T� STORM PANEL SACII ON THIS PRODUCT EVALUATION DOCUMENT fPLD�) HAS BEEN VERIFIED FOR COMPLIANim III ACCORDANCE /-'it TAPCON ANCHORS, AS VANUFACLURED BY I TM 9UKOEX, INC WIN THE 2020 (Till EDITION) OF THE r,.CRfCA BUILDING CODE- THIS STORM PANEL SHALL NOT BE INS�ALLFD AT i1fitfl - if 14- 1 0 PAXELMATE FEMALE D 44D PANELJAATE PLUS ANCHORS, AS MANUFACTURED By Elw wNSTPLett" PRODUCTS _= VELOCITY HURRICANE ZONES (ARNI.11-DADe 1 WEDWARD COONTIES)- - 1/4'. LAG SCREWS PER NO I . DESIGN WHO LOACIS SR-1-1 OF DETERMINED AS RCR SECTION 1609 OF THE ABOVE MENTIONED CODE FOP A BASIC WIND - I/iG-0 . 5/8- WMD BUSHING. AS DISTRIELLIM By ALL POINT StREW, BOLT A, SPECIALTY CO "- SPEED AS REQUIRED By THE ,WRISDICNION WHERE STORM PANEL WILL K INSIXILD. AND FOR A DIRECTIONALmr PACTIOR C2 - KO 0,85, USING ASCE 7-16 AND SHALL NO "CEED THE MMIMUM (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS - C 1) MINIMUM THREADED -ENETRITION INTO WOOD OF TAPCON ANCHORS SHALL 13E 1 1/2' AND 2* FOR PL �t'ANILMATI 5� 9 THIRD 12 & 17, 18 AND PANELMALE FEMALE ir, tiL _ = 1 - IN ORDER TO VOIRY THE ABOVE CONDITION, ULTIMATE DES" WIND LOADS DETERMINED PER ASCr 7-16 SHALL BE FIRST C1_ C'I'l REDUCED TO ASO, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY D6 IN ORDER TO COMPARE THOSE w/ MO (&SC) CI) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRMAE UNIT sKALL BE , i,,'2' -S C14 PENETRATION INTO S7UCCCJ, SHALL BE CONSIDERED AS PART Of ME REQUIRED THREADED PENETPAI-i�l PRESION PRESSURE RATINGS INDICATED ON SHEETS 3� 9 Till 12 & 17, It! I _= �5� �1.< IN GROOT To VERIFY THAT ANCHORS ON nitS PED AS TESTED WERE NOT OVER STRESSED, A ,53X INCREASE IN AL-10 WAOLJ - Z = C_ StRESZ1 7011 WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETITIMINED IN C 3) MINIMUM EDGE DISTANCE OF LAG SCITTWS� INTO WOOD SHALL BE AS INDICATED N T�IS DRAWING tu ACCORDANCE INITH N.D.S. M16L STORM PANEL'S ADEQUACY FOR IMPACT MO WIND RESISTANCE HAS BEEN VEFHEIED IN ACCORDANCE WITIT SECTION 1602. or CrA) MINIMum PENETRATION OF *1300 -_U3HING SHALL BE 5/0' lj4' 0-20 SCREWS USM SHALL BE 1 1/2* MINIMUM:; -q= 1,2 I - - NHr -QI -09� 5 SHOULD STUCCO EXIST. ANC I' MINIMUM STUCCO .< � PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS fiCal 4 01 AND J0215.02 A- p M PEP SSTD 12-99 & ASTM C M-02 STANDARDS, AND AMERICAN TESTING LAM SOUTH FLORIDA REPORT #112101-10 AS PER C 5) IN CASE 7W PRECAST StOlit, OR PRIBUIST CONCRETE PANELS, MCrO OR WOOD BOARDS SE FO Sn.jc -,Ic .T rAS-201 AND TAS-205 PROTOCOLS� AND AS; PfR CALOJULA11ONS PERFORMED IN ACCORDANCE W/ SECTION 1004 Or THE I WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH T MAIN STRUCTURE BEHIND SUCH PANEESL w ==_ I HE w FIGRGA BUILDING COOF . ANCIHORAGE SHAU, BE AS MENTIONED IN C 1), C 2ii & C.A) 5'. E- = -15 ALLOY ANC, IOMPER (UNLIE1. OTHERWISE D) SE T 2 , CM 2, ALL ALUMINUM EXTRUSIGNS 19 St SOW iS NOTE E SHFE tG) ANCHORS SHAU. BE IWALUED FOLLOWINd ALL OF THE RECOMMENDATIONS AND $PECTFICABONS OF THE IFAC& C-) - IC: -Cc 3, ALL ALUMINUM SHEET MET[AL USED AT CLUSTURES SHALL HAVE 3H)S-H14 ALLOY, I 8 PANELS MAY ALSO BE INSTALLED HORIZONTAL" FOLLOWING, INSTALLATION DETAILS SHOWN ON 5ECT0 I NRDLWA4 wS 4-m- -:9 M " 4 AIA STEEL SmEf"T METAL PANELS SHALL HAVE SITIM11IRIA QOAJITY STEEL ASYM A-653 OWE 60 MOWM� 6-150 GALVANIZED THROUGH 5) EXCEPT THAT HEA041"o &(D SHAU HOT EIC USED. = A2 _= I STEEL DESIGNATION W/FY- S22 kil (A"CR RGULEM), I 9 IT SHALL BE THE RESPONSIBILM OF THE CONTRACTOR TO VERIFY THE SCIUND14ESS Or THE $FRUCTURE WHERE St . is To iK :.,, III% 70 INSURE PROPER ARCHORAr . SCREWS TO BE STAINLESS SIM- 30. OR 3TO QSI SERIES Or CORROSION RESISTANT COATED CARBON SIM AS PER UIN A TU,j LArC H GE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCOM, eMLOCK OR FRAME =, C= . �., 500;8 W1 50 k.i YIELD STRENGTH AND 98 ktai TENSILE STRENGTH AND SIIALL COMPLY W/ F1.01RHIA RUTI CODE SECTWN (WO _= 211 ,3 3A to EACH REGULAR STORM PANEL WIPw CENGTH.S. OVER W. AS EIIR SECTIONS 1, 2, 4, 5� 6 Mo ALTERNAtIVIS Ili, 3W & 4W ON = I !,0_,LTS SHUFTS 4. 5, 6 & 7 RESPECTIVELY,, SHALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND WSTRATITINC OlINOR DR TENANT TO 6, TO M ASrM A-107 GALVANIZED S"EO OR AIST 30A, SERIES STAINLESS SIEEL, MTN 56 k*i 4IMMUm TIELD STRENGTH .2 SECURE PANELS WITP APPLICABLE RETAIrMCEMENT DURING PERIODS OF HURRICANE WARNING o- I a.-- I. WALL SHALL RE AS -I-il, THE INSTALLATION CONTRACTOR IS TO SEk,rI`AUV ALL SHUTTER COMPONENT EDGES WHrH REMAIN F14 cONIINUTA'S t,ONIACT WITH THE BUILDING TO PREVENT WMG/RALN INTEL ".N I CA) jQ_DVN.Q_PQVRED_j&+P_TTE - 1/4-0 EAPCON ANCHORS AS MANUFACTURED BY tj�* BIJILDEX, INC IM;, V-3192 p-) 12 STORM PAWL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZQN;ftG REGULAOIDN', I 7/0' CALK -Ili ANCHORS, AS MANUFACTURED By DIEWALI INC PROVIDED Bf THE JURISDCTKN WHORL PERMIT IS APPLIED TV, - " I _ �14:.Ox� /4 .5114' SOLD -SET ANCWKIRS� AS DISTRIBUTED By ALI POWT SCREW, BOLT & SPECIALTY CO (m," e-jow 13 (4) THIS PRODUCT EVALUATION DOCUMENT IF E,D I FWARED BY THIS ENGINEER 15 GENORIC AND DOE' NCT FROVVE IWORMATION P.-) - #14-10 PANOLMATE ItElIAME 10 & PANELMKI-C PUJ5 ANCHORS, AS MANUrAC"ED BY ELCO CONSIRUCTION PRCO-,JCTS� FOR A SITE SPECIFIC PROJECT, i,a WHORE THE SITE CONDITIONS DEVIATE IROM THE RE 0 I - I/4-0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED By DEWALI, INC � hJ1 CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION PURCHASE AND INSTALLATION INCLUCLUG LIFE SAFETY OF THIS PRODUCT BASED ON THIS PED PROVIDE HE/SHE DOES NOT DEVWE PROM THE CONDITIONS ITEETAFLED ON INIT DOCUMENT A 1) MINIMUM EMBEDMENT UP IAMON ANE;HQR5 INTO POURED CONCRETE SHALL Of 1 3/4-, ?` rGR EL40 PANELMATF AND GO CONSTRUCTION SAFETl` AT SITE THE CONTRACTOR'S 9ESPONSIBILITY t �/,&" FOR ZAMAC NAUN ANCHORS (t) THIS MOUCT tVALLIA110H DOCUMENT WILL BE GONSITTERED INVALID IF MOMFIZ. A.2) CAUC-114 & SOUD-SET ANCHORS SHALL BE EMNEDOED 71a' INTO THE POUTILD CONCRETE, NO EMEECIMENT INTO 0 , TiF STUCC? SHALL RE POIATTEU. I/e 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD CTU= E)US1, (dI SITE SPEC64 PROJECTS SHALL BE PREPARED BY A ROWDA REGISTERED ENGINEER OR, ARCHITECT WWICH MO. ISO ME I AND I ,INMIJ FOR WALLS W1144 NO Si'UCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, tNGINEEIR OF RECORD (JErM I WHO WILL Of RESPONSIBLE PON T14E TME PRICNECT AND OUT INTITH W�NCW = NUTS PROPER USE OF THE P EIG, ER OF RELOAD, ACTING AS A DELEGATED WTN "a TO TO--- P E.D ENGINEER , SMALL, SUBMIT TO rRIS LATTITA THE SITE SPOOFIC DRAWINGS FOR 0EMOV, A-5) IN THAT PlYtCAST STONE� PIRCCAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARM fA POUND ON NE ,CASE ") THIS P EIISTINC WALL OR FLOOR� ANGHOITS SHALL M LONG' ENCI TO REACH G�L MAIN STRUCTURE RIERIND SUCH PANELS E.0 SHALL ULM THE OWE AND ORIGINAL SEAL AND SIGNATURE OF THE PROl`T,7E%,% ANCHORAGE SHALL OF AS MENTIONED W �I) AND IN X2). ENGINEER Oi RECORD THAT PREPARED IT I I IS) `M_vwjRQ i4. SHUTIOR VNNUFACY11RER'S LABEL SHALL BE LOCATEZ ON A READILY VISIBLE LOCATION AT STORM _r�mrqm-.J�M-*--L-.A,�-tN-,Q--"I PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.2 Of FLORIDA BUILDING COVE 014E LABEL I - Ijr4: P TAPCON ANCHORS AS AMINUFACT URED By I I A SUrLOEx. INC. I� BE PUICCD FOR MIRY OPENING LAKUNG TO COMPLY WITH SEI71i,014 1709 9.3 OF TH� - 1,14 o , 7/8' CALY-44 ANCHORS. AS MATUIRACTURED BY DEWALT, INC ,FLORIDA BULDING CODE _ 114_0 x 314_ SOLD_SET ANCHORS. AS CIALF CaSTRIBUTED BY ALL POINT SCREW. BOLT & SPE, .Y CO 1 - IT 1 4 - I 11 PANEIMATE FEMALE 10 AND PANELMATE PLUS AW-HORS, AS MANUFAr-TURED BY ELCO CONISTRUICTION PH% - , ��flllafjqil, 1/4- 0 ZAAW NARJN X4CHORS, AS MANIUKACI-VRED BY DrWAI.I. INC k - �ti ,,,"% �:. �14 (�'�+% .. I � B 1) MINIMUM EM DMENT OF TAPCCN A*74ORS� ELCO FtANELMATC5 AND ZAMAC III ANCHOR, INTO ME Q0W_`v'N'rEjV `,."f, LIE I , �, 0`3 & 0 , FLORIDA BUILDING CODE High VelitDity Hur icone Zone .;�) . . . . .. . . I BLOCK UNIT SHALL BE 1 1/4*` I * 4 J!2�, ; .T. ill-. - 24 GAGE GALVANIZED STEEL STORM PANEL 11 8.2) CAUT ,At IT SOLID SET A.14CHORS SRAU BE EMBEDDED ?1R` INTO THE CONCRETE 4ALOCR LIMIT. NO -T%0-tjk.44 6 I — III _ ,-4�§-_=�� * , �—O r7.'; SKV1 BE PERMITTED, 1/4- tX-20 SCR-40S USED $KALI BE I !/2* LUNG MNI SHaV_DjTMW FXI-7. . .- - STUCC - � - ,/I,/" - , ' � I? i1!"jL1E;-- C AND MINIMUM FOR WALLS WITH .40 --ruccu. !� �t ,- z � ,,,, �� GLOBAL PROTECTION PRODUCTS. LLC. F 1p. I STATE p -:1, - , DATE. ,-it- .. A&DO.. ,I STRAIT O.,I) IN CASE 'HAI PRECAST SPONE. OR PRECAST CONCRILTE PANELS. Sri= OR WOOD BOARDS BE ED w- " " I "I 0 p 11 �,�11 , 0' , t 0I F, =11 R � --- -W I tl:fta __1=111.111 EXISTING WALL, ANCRWS SHALL BE LOND. ENIOUIN TO REACH THE MAIN STRUCTURE BEHIND Str� I, 1*1- , .... .. A -7I - --.A,. --- _"Y WAP-734S, OkX ,II,� . I . "" � ANCHORAGE $HALL RE AS MENTIONED IN S. I) AND IN B 2) "Vyi,;i.".11 ...... * IN Z",: --- :-: I 1Y1q-,,','NN*,P,0` - RUx"TAGAIAIWIT"DATE ck-000,71a I --- , — 1 32-1-1 411 �k I", - _�..*�� I I i IS51ALLATION DETAILS FOR REGULAR PAL4EL 10 I I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCIUREa COW E ST i RV __ _CXI ING POURED Cow-THETE ___W C��CIPGURED RIF BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS _�,_'�,P�' AHEOUOIC-1 CONCRETE ANCHORS ft, REQUIRED, - _' I - (SEE SCHWJI,C ON -- , 4 [SVE SCHEDULE ON 'n.1y" ,U�',� k OUSI POURED I SHEETS 9 THROUGH ,0� V, I'tC � ` vErm 9 THR-W.CH Too) 311`��111,. , 1112) �D2 CONCRETE OR --- . ��N-gt,,, 1�41 - �, . - f CONCIIETE BLOCK H14'*_�I, - I - REQUIRED. 4) � - emn, �g F_ __ I " . I - 1/2- 4, :�. t I- I 1 1/4' 0 1/4, ,,Q � L4141 . . � ,;r "I - "I" � I -1 __ - �P.; ��, - 1-1 - - ....- I � i � ..-Aiw ------ .".-, CONCRETE ANCHORS ��,j I - - I I ' ' I I . , ,S:F� SCHEDULE ON 44" � I I E� 1, 11 t?�C�,-",., 1 - - I SHEETS 9 THROUGH 10) , I f I I ��'11� - I , Eof i I I � . . � I � ,_ "L", : I I . __ I " I � ;', ; -S I I A - ED; t �� t I .14�1 1. �. � 44 - i � �11, � 1�1',-,1�11t,1,11� i � Cu 11 1-11, � i CT2. ;; 01� I � i I i I 8 .., ,-! i I ��,��,�. I [ , � �--iT .--.-... I --- i,---- 9'.1-26,11. I -- -&- - , 4� , �, � "�' g I � - -',, I ,�, -- -T '- aa am", V_ - - ___ - ED, . I t . � I - __ - I . ff I i�'.'.a>. I SEPARATION -I V, SEPARATION ,�, ,Z� .1 - � �� ,1� ! I i I w - PAHTL TO GLASS. I (w FOP - - _ I LOCIN � 11-40 -L' Max, fl SEE SCHEDULE --- F -- TO GLASS A I _ W T, I I I (SEE SCHEDULE -1 � I I I �LL�,, I 9 I =9 ON SHEET 3) 1- I a ON SHEET 3) 1 PANEL LENGTH - � 4 I WIT SEPARATION 1, Max "L' I ; 1 1 1 (SEE SCHE:TYJLF I I M-, 11 I ON SHEET 3) ,I I ; PANEL LENGTH 11 iD CLASS PANEL LENGTH I --I � (SEE SO iE.ULE t SCHEDULE I- L - - U I I I _ CONCRETE ANCHORS - -"A - - - �, I x- I (SEE SCHEDULE I IN SNt,., �, (SEE , � I I 9 I 1 ON SHEET 3) "I ! ON SHEET 3) (SITE SCHEDULE ON I I � 0 _ . - I I -I-, , - -, - 4 � SHEE75 0 THROUGH I � --k � i If : �I - IT ( I � I 1 1!1/ 509, F-M*j - C , "I", '� :q_R:��,,,,, I -,`�t ,,'� . j : � I , � EXISTING , 1,�� ,,,',',,'� � or 'L I -1 �1'1' � I- `1 j"n"'t", I I �', _� J, I" �111, ,, � , - I � , � , � , � � , � , � , ��j,�n,,',�,'� , '_',� I - I - �__t :�", I Mo, I. GLASS � 50 1 1�,4, " ��, ,��, Xc , , �""111� al I , -? ,,, � -g F�-f'-_--�" -. I I ---w,"'�.� OF � _ e ,5, -�- ,. - , ED ,,3�L�. 1, It - , - �� . 1 -, I I . �', x , 1 lvl-�ILI.wwr ,"', i MAX I �",";"."- ii�:z,,`�' , " I r ,_�) , , 7 t, �.,,' -, t;,,, �.`, -I 1� " - I I , I 9 , - .... i � 111�'-111 I ,'I, - �-_, 1,,,�,,`, ,,-- � , .1 '', /�,,,�� " "I �� ! , "" I 1 .4 , ; - � I ,�,�",` ,� ,_ I ,,�,�,.,,�,-,;, I __ I EG' � ;:� ' . I ,:�,, � CE), ��:,�,,, 1 1 i , � - " � _ _, " .'" I , I Ef" �-,?��',`, ","", ': " , I , � , ,, - - I _', I ,/I. � ____ - t � , ,, - - -, I !� � ::�� j -, - ," ') , 1. , I, " �.. F """ ��, ,." - ,", , " f, , ,4 , : I MUCABILL) � � 12 1/2" Ola I � � 1 4 i I --- 't, '.., =M' ,,,,�, I 11 1. I I - I _��'11 I � , ::. I -- - 14- CONCRETE &= , I , i j ,,, :. HEAD . � I CONCRETE ANCHORS I "' �, . � . . - �= ��,,',, ,, . V.A�m , -, I ....... SCREW w ,_ I �� 11 �.. , ' � - - � ,- RTQUNTED� - SCHEDULE ON �� L '2' I (co __ -, 5 14 NO I � (SEE ,��`, �,, I . I -1 W/ - - � - � .5 a THROUGH TO) . - , , � .-EQ 4 1�- , - "I'M: . I. I N, SHEET I I . . . . . . � " � � t.. � 1, vii, - . "I I ��(B ONLY WHEN SOLD ;� _ t� i I I , � 111_'� � ". I . ------ ALTOMTE I � & CAUL -IN ANCHORS - ,' I � �, LEG LOCATION __' EXISTING POURED CONCRETE (4,, ARE USED & W1 WHEN DR CONCRETE BLOCK PAREIMATES AN012 ALTERNATE CONCAM _ � .... EXISTING POURED CUNCIRETL CONCRETE ANCHORS ARE USED. REQUIRED- i ANCHORS OR CONCRETE BLOCK REOUIRED STAGGERED W/ STUD I (SEE SCHEDULE ON S (SEE SCHEDULE ON HEM 9 THROUGH to) I SHEETS 9 THROUGH 10) I BUIL OUT MQUNIINQ WALL MOUHTI,H I! I DI Ea MOUNI 11�� SECTION 3 2 3 .T1 SCALE ,3/8-1* SCALE �5/8-T' "I"N' "kt� W111111,01, A. -, I � Ike ll ...... P.... ...;IN I 11 - . i ,,�nv.--` r,EN * ./t;,-,_ FLORIDA OUILDING CODE (Non High Velocity Hu come Zone) I -.2 I �- : .1 . � ,axite voilmi, mr, 24 GAGE GALVANIZED STEEL STORM PANEL .E, I 3*1 0, 44167 ". I I DAWN . . - � I I KrAl = , .* * i - - .,/V/m E.D. - EDGE DISTANCE oi� - �. - liz;.:r \ GLOBAL PROTECTION PRODUCTS, LLC. mm� - 1 (SEE SCHEn LE ON TOP & 80TTOM LAOUNTINGS CAN BE i,:�5"_- .* - �z I SHEETS 9 U, 10) COMBINED IN ANY WAY TO SUIT ANY %, C�.-. 0 I III. .- �, PAN, ,Am S1W_ 51 IIRWI I',- , I A. - .. - - - - I .1. (WAF AL 3ullwica-, 20-175 . - ,z, ulea ! - Fam . ..... PI.K. fwfos�. rm,, INSTALLATION. � .1 . .. ,�, , . '. - — — - ORxxNf: - 1 ""' 2E-4 I CA-00MOI, 1 I If,, WALTER A 'luff I . SAM . OF ,11 im ��- , I I I . I III UP, t - PE i I I ., I, - I I I f- ---,-- _____________ I I INSIALLATION DETAILS FOR REGj!LAR PANEL J,' INTO WOOD I � 11�11111.1111-�___,_ L� I , 1 �, . r � ALTERNATE LEG I 4'.8, 041i") OUSTING WOOD I � I . - _ �__ __ --foCITIO, SEW OrWITRED. SMCTUQA-- -- - I I I . ' , I I I - . lt� - i ADEQUACY OF EXISTING WOOD . . � — I - �, SEAM TO BE COTIFIED BY - �-Q _'--eg � � .1 � �___ _ - I .�� I REGISTERIED ENGINES SJ04RUT, I : , I IOR I � ARCHITECIF PRIOR TO . . I , r I . __ , . . itt �. I 10t - - I I I@) I I INSTALLATION. I I _ � _ _ . WOOD ANCHORS .f, WOOD ANCHORS - - ___ SEE SCHEDULE ON __ �j . - I I � - : I wa, - I � ld= Axille. HoP , , 11 (SEE SCHEDULE ON , SHEET I 1) ( I SHEET I 1) : I !� . . I, I -EO--EO- - - TEA Scoff, C. �" 1 - r .. I/.,-2NI' TS - W/ vUF - - I '1� � , . GO , M" ,/,. , L�AL ! _;�.Z�l - I ,,7 1 1 - .1-Ir- I I t-1 � MAX, - - .. I - __1 WOOD HEADER _' _ �I� �7 REOURED -7 �] .� I - ------ ,� j I - I- --I =,,pM4:: � " - --I - L . I ca I I I u � � , - -T, - 91 m-lCf," I I i i I-- � "D., M", � � I S� , , % : ' r WOOD ANCHORS J__ ' ' ' � 1, I .wo a Iy.. .c I I�li I ! I i I � _ __ _� , (SEE SCHEDULE ON . I 11 � ,� 2. f I , I , MI " 0 I I mi., I � ; $01PARATION TO ; - (!,) � SHEET I 1) , r, " , I I I ", I I Cl) 4 1 1 - CLASS IS . I I tu��;__L i ; I t SCH-OV17 . ION, FEET 3) I IS SIATS, W I 3 MI SIEPAPAtON TO GLASS. I 1 JA I I _11 - -- I I " ,� ,� '00- � -, I /l, =-=,� I , L, MO I � - PANEL LENGTH #-1 � -- -- � - 01, i 0 I - I IV Mo, ISSE SCHEDULE ON SHEET .3) - 1 ,z,,:mK-, I ,0 A, ,X A, PANEL LENGTH - - __ __ - - , -A , , , , - (SEE SCHOD LE - - _�� I I ASIT FIX, R4`uL ON SHEET 3) UMPH 00 T-41 1 1 IT (M SCHEDULE EXfsNpIq.j � I/ I I I- I ,I � ON SHEET 3) -I I_ A,---- 7 I---- - I Y I 11 - GLASS I ! _j - - - - - 1 , . I -1 I 1 I It , I - - i, D � I %S: - __ 11 I _ __ - - , � A, ___ - I I I - - - ., - __ - _ - � -,. It 501, I � (-f) "I I I I : I OF ILI I MAIL � i -4. 1 � - _t . /. i 4 1_�, III". I I I I fij),_ , 1 1 4 I I 1 - - O.0 I 1 a !2 ,/2 - I I I - ED , _-L-1- - I � - ,- - I - I _ , , , , , , 7, 7 I I � I NO TMISHI V,� I , !_ � . - - - - __ � I __ - - - - - - - - - ""' "�, I I I AI _! � 111.3 I I . � 19XLA i - SO - - I � - 1_:��_ __- - % % 4 1 8.1mrs U. .A. -C I I i _________ ___ __ I __ __ - __ I � . � I , �t* �, I � I I � - � I— - I 11- .-,- � - __ 7-xs- WOOD - - -- - - - __ - , 11-1 - - -- DECK PCOLMIRNED I I I I 2-%A' WOOD PLATE_ , ___j REQUIRED - �, t � ! t! )I= ANCHORS WOOD ANCHORS -------- � � 1-11, - - � , , , � � SCHEDULE ON , (SEE I (SEE SCHEDULE 3 - - _ , qli_�� -7 I I I SHEET I I � SHEET I 1) I ��,,-=,=_ ___ _ __ , , � " I I ! , -. 2* Wil. - - - "I "I , - ,_ , 1.11 - � - I R MQU14TING ATIVE M SCALE 31B- I' BUILD -OUT ALTERNAME-0 ..... fl�tjlf ....... SCALE 3/8-l' MOUNTING 1 'A �e'-�zvk . N� �,,,.,�, � . ..... . �".. $Qt"v ...... . kGEN i ..... . NQr_LQR_gQMWN&tQN_0L_1iEf�f_QN!j, z . N S - : 0. 44167 '. z z . - . FLORIDA BUILDING CODE (Mon High Velocity Hur come Zone) 1, INSTALLATION ARE ONLY VALID FOR MAX, A-S-D T =*: - .*_ � walo, YLTM - F�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (pf) AND PANEL LENGTHS % -'- S TATE OF I 24 GAGE GALVANIZED STEEL STORM PANEL - W. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC ,-' ,� �;-- " �.I,; Z , , 11 " ,uKUA73ek&1_r___�;_ - -, . __ �. .1 � - - — /JIL ECO,,e GLOBAL PROTECTION PRODUCTS, LLC, -_ oATEt DENSITY OF 0.55 OR EOUAL 4" -_'1�11 4�L_ A'� L ii ;I/--- ..7_14 I'lut lirr A rNal"Ex"o COMPANY AM S.W. A, sow __ - . _-L. OAIAT� ft- 134i,f . - - -1 aff'.107, I - � 1.0 _a ': PHOW'. PRA)"Ift-It'al rx'I, HH.,.._.nf, - , I-) ., L------,--- __ P�f_ Suk/11441TIRC/DATE . WIP"A"a I- __ CA-CM7`9 Jn - � �111-1.7_5] WATER A �, I .. I. -6- a) a) r- Cn _0 1 —M > (D = _+J` 0 =3 2 2 -o = Cu -0 0- . — CM _+d' 0 a) _I._, Cn CD -L- ), a) -0 p 0 -0 -= -0 = L__ I- _S? — 0 M = 0 . 0 -4- %%O Li- IN,- U — CU > . - (n (D Cl) L_ -t--# L_ CL C- �- M -0 "02 .0 _*Sla W c- < w mi Cn L. a) =3 U) a) C: M 0 L. L. =3 Lu 2i < ;� < _j CL -P--& (1) (1) _I_- U) M > L_ CDL 0_ < i 0 =3 _0 0 L_ 0- (1) U) ICU M SHEET NO. SH 1.3 n ---- ------- ---- --I EN C OS R T i FOR INST&L6T-ION POURED 99I�R CONCREIE MCK OR WOODS• VALID FOR REGULA& LIFE F TY - HANG STORM PANEL M SYSTEMS j ,! 11 1 �'-_. � \ -'- - t3) OFT --{'.pNCPfTE I.'� ,�'7 _BL0.^4Y OR YARIE6 , WOW FRAME V a }" a 0e3' 3103 H-I, OR .. 5 Mac-1 FC W06m m PA93-T6 ALLOY COHT. AAUIL _- ANGLE WITH i/4'# , 1 3/t' 1t-. 2 1/z t- TAPCON O 12' O.C. �-' J. 7 3 Y. -. , %- M :. PORT& CONCRETE_ CDRe E'7€__, `..+� ,� f -o a 1 3f#' lro?I ''. -- 3 BLOCK OR 2`.4' i4DO0 FRMIE igti)iRE CONEgEi, 2 1J2 T 1, L.. REQUIRED ' AC HOW ,FAME - f ,^... OR AN6K)R a 72 OC i,'i' _ ASNs-FMAn . L 4' f; / /' Lv7 7MNEL ^. i` a'# t ,KIP , " : ' -, 1 1" " / Tu a R C ANCHD 1 MinI.T.N. l£i LOCATMM `,, s' a iX' p.G. ( 2 2' 055 TO .._ VARIES OD I �,I - 1 2'. 5' D56 t'pNi"- j"� "`"-"' 5' IAac ,. ;.' ,; � gDd L a.133 L o, 1 AttRA. ANGLEpR ' (,1 ae mmm t Mao*3105-HiS+ $hm POURED GONCRFIE, CONCRETE �--�..�•{ 2' X 4" A t25` -1, I „ I 1 "I" METAL ALUM. RELAY PLAIT' 4=9 OR 2'a4" WOOD FRAME 316S-Ni1, 0R I j" ) /^._-"."a (, '. /"-" REWIRED MI-16 910Y CR ..) 2 7/I .... 1 j Y 2."..,. .y ..., Tf ff CCNf. ALUM. ANODE 1 .,..� 'Min -ram ' me a mR m..,., ® ( t j4 ' %-`M"m.® s..1 Mca. GAP / ✓ O 12. 04. 31Q5-HNC OR 6067-18 AU.W 1 w/MCxMw rant Mvm. ANGLE CASE A (PLAN) CASE B (PLAN) CASE C P N CASE D (PLAN) SCALE 1j4`=t' SCALE 1/e -I- SCALE 1/4`ai" SCALE 1/4`-I" ___ _ 6 '. F ARE ,-\ -`-S' 4 ] OR E` , w 80 `�..�•' ` TSIIDES aQ OR 2'.4' WOOD OF OPEMNG SCIOULE M St1EET5 g 1 SX POURED COHCWETE.. 4 \\( ,. -0 (YER APPANELI i, 2'-' WODt3 FRAME - ': 5- yam,,•, ,1 (4) & 0 ,RAVE RFAt1111'EO AS AP#'LICl.Bi.F 8 11) % 0- OPENING WIDTH) ' F'4U3K0 CONCRtTE. G'ONLWftE RCCUIit.E9 ', b, �.r� 4Y �'ex+ww•«w. `' '. �WCK 0R 2'k4' WptlD FRL1E q5.!;T_ - _' ': i REQUIRED # , . G t 3/4 M. k / - : 7 a ', 11 N 1 f /}fit g ..._.(2 ' (t OR ` d '`s. W/ ANCHORED u'RPNT VARIES �' / t. :I%VENT ( . T FLNitA:3. PARxL0. TO 5 M. I '+.__._�^ ! WALL (NEVER CUT EN) pmw 7'°m Y m Do DISTANCE "-'R' 7E I ' --� �@ cQN ... A''4 CASE 1T �N� '- J/._, p1WOSAm erxvt-.I ��15aRY IJj'11 SCALE 1 4'at' 'I it Nm`,a.'e6.a,.e0loc,< +,?41�, ... S +� -'+. VALID FOR DIRECT L40UNT INSTALLATION ONLY & �/ -•._l ' ._._,__ Ten a &' 1vc - .�`'�`� �1Gt:N , 9 , CERTIFIED PANEL. INSTALLATION AT WALLS W/ = �: No. NO. 44167 - SURFACE LEVEL VARIATIONS WITHIN 3/4" = * * :'! 1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone- 9A5E E (PLAN) CASE F LAN) � _ of �� 02m 110EC0, a fl. = ,A� 24 GAGE GALVANIZED STEEL STORM PANEL , A, 0-.. SCALE I/4-=1" SCALE 1/4`-1' '',�"r�, <ORIDP. Tay,? / 1 Scl. • ` �w GLOBAL PROTECTION PRODUCTS LLC. o712'J2gm �'�� L 1M O iM.C.. a 'X. 1 rft i1NLM ._ d 4dfp S.W, 51 SFRU! '3w "�d-' SM KWM MT[ 4 n. Al,se ONE. R ''aa Li TOL. T- W. & F3itl# WF N... Den 2{3-175 L -M. ). 1- TAX ( . 11e) eat-aRKI ems m1_#A,1 #'?#oKC: Ees4)6�-rub. FNt. isaa)�e-mur - ' G�OUDe'7Y9 R[Ravm� Ala ,R+e eeme.WM DIMMING NCI: a0 PE SEAL19GRATimIVOTT. WAUEA 0.. t a,.. PE. an .z-1a1 .Mti. 7 7. BBESR 8 iY i6 -- - (VALID ONLY FOR PANEL01INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. AS0. PESIGN SSURE RATING (P.-0 MAXIMUM ucHDR5 SPACING FOR £.D. a As SHOWN ON SHEETS 6& 7 APPilt TOB TFRNA THEM MAX1MUM PANEL LENGTH Ya (It) TAPCON 114E SCREW PEAfip FEMALOF PA TE PLUSCBFA7��Ot1 WOOD BUSHING 13' i3" )3" 13- IS" 1W (TOP) _ V 73'- 13` 13' ,3` 13' 1W (BOTTOM) 6 t 2-I-- "' / 1 6 2` 1 6 2 6 /2 3 DP (TOP) _ _ - _ _ - _. 6 1/4-_ _12 1/2-- _t 6 I/t (901T!)- T-O` LESS 1. _ B _ B ___ e e .- 3W BOTTOM ( ) 7 3 1' 13' J (T ) 5 #S QR LESS T3 t " 3 7J' 13 t(BOTTOM) 3 W 13 _ 13 _� 1-1- 6 12' tJ S3` 13' Bt2 J w (TC7'j �13 ---- _ 13' -_ IS' _ 6. 1/2` 6 _4 W_&_.1/2" SW (BCrtOMj (TOP) -_... - ___, - _.._ _ 6 1/4- -12 1f2' �61f4 o (901'#.") >5'-0° -t a ? / a �. '-- 6 2 / -e 1 2" / - W (T ) TO iA'-A` ____ A 1 _ 4 i $ _ 7` ,- 7W`Ti4 f 2 � j 12 � 72" � W (T ) - 13' .._ - _,-,._..... T3" ._., _ _ _ _ _ i3' ,_..__ /3' -_.. B +J2' W (BOTTOM) - --- —T---- - - ' SEE TABLE #1 FOR MIX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAX A.S.O.MXMUM ANCHORS SPACING FOR £.0. ° AS SHOWN ON SHEES B & T APPLICABLE MAXIMUM OESiGN PRESSURE TERFNTI PANEL tENI"TN TAPOON LAG SCREW PANELMATE FEMALE tb PANELMA.TE PLUS WOOD BUSHING BI ANY COMBINATION (P.5.1.} OF THEM THEN (it) 13' IY t3• 13, IN CLOP) 13" -1}' 13•-.- _13"_ _ 13' _ 8• 1W (BOTTOM) 6 t - dT 6 1 / 7 � 6 1 / 2 6 1 /" -- 6 I 2- DDT - - - - 6 1/a _ _ 12 1/2 _1 6 1/4' (BDR,t) 5'-O" - --i:----,-. -----i;-,- _-` _ ..._._. ' -- 3"� ar)._.OR - LESS -r 7 tf2" B' 8 7i . 2 / B' SW TOM (93 ) T3° tJ" 73 f3" - t " 3 ITOP) + > 45 -45 7' 3 _ 1 - 1 __ 1 3 1 3 - r3 _ _ 4W BOTO T4 +75. -73 i3- 13' 13,----1S' ta' w (�) _ 53` 1 3 T - 3 is 6 I (BOTTOM) ( ) _ 8 1/2- f .6 1/2' i 2-_ 6 ! -.-', _ 8 J2 6 t " /z TOP.,_ W (TOP) e+4 f t 2 t - 6 # / zw�n• (Ban..) >5'-0" # i---S;----7 2 fj _ -2 1 T _ 7 3 2 ! (TOP) W 7'-5` 5 5 1 j B B 3W BOTTOM (BOTTOM) N3� ._ 1 2 ._ _ -'73 �i 3 1«--p-. 5 2 / Aw ____ (lop) ,.._..'13` -,- -- t3" _...._ _`_. tY _-_ -- k3, „_ To' - 4W (BOTIOM) ' SEE TABLE 11 FOR MAX. A,SD, DESIGN LOADS & FRAY, PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET { TABLE 01 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6r-2" > 50 PSF TO 60 PSF - 5'-10" A MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE E ID OR PANEL MA:,_ PLUS ANCHORS & W/ B SP I04Nj� 1/2' O.C, zk ,� A 114e r 41 a1� N ,LENS, ``9 `y f,4 a: N1t37 INSTALLATjON DETAIL5 FOR LIFE INTO POURPOUREQ CONCRETE OR CONCR LO T UCTUR 1/4.0 TAPCOI EXISTING POURED 1/4`F TAPCON EXISTING POURED ANCHOR @ 9"0 C - CONCRETE OR _ ANCHOR 0 B 0 C CONCRETE OR %) { CONCRETE BLOCK AEW/RiO. CONCRETE BLOCK REQUIRED. fie) I G) r ED* I I- fwt i I I „,.. A, X 4 11 } Y I I ij4'i-;roal' ' I ;.k 6OiTe W. i Ar rX I I+tH�Y.e1 I ) j I "L` Maa, PANEL: LENGTH (SE.. ELEVATION V' LWn 1 ( DH H SHEET x. 2) -SEPARATION -1{j I 4 W G1A56. I j } L -1� ra - i 11 EXISTING POURED E'tl I CONCRETE OR I-_.+�` ,y�j REQUIRED. 81.COK - 1 4 % 1jt = t !-° 1 _ ____ _.-__.-f t; 11 PAN T P• S 4 # v'Mk E U J ANCHOR @ 42 f f2"..O.0 SEE SHEETS. 15 & 16 FOR AHCMM TYPE IF SPACING FOR mgFALIATKMIS ARV WO00 FRAME SINUMOCE MR6MUM ANCHOR SPMI#NG5 AN0 MWg7LN/ RTICE aWTAtC£ ARE IHOMATEO ON TH5 SCHEBULE, MR E.p LESS THAN HIDICATM ON SCHEDULE REDUCE ANCHOR SPACM BY MULTIPLYING SPACING SHOWN ON SCHMWAS W THE FOLLOWING FACTORS. FUR THIS OPERAtroN TO BE POSSNAE. REDUCED SPACING OBTAINED L•S'NG FACTOR SK41L NOT BE LESS THAN MINAtUM SPACING WINCATED FOR EACH ANCHOR TYPE ON TH6 SCHEDULE. ANCHOR INK _, I - _ vn - ME , 1 P119 eMMRN. ANCHOR room (in-) 3 3 'AarNM - 10- Bn.) 3 3 - RD Wlww BKA {ba) 3 3 to A171A4. MORE amQ +EN FACTOR .. a/r U35 21/X- 3 Dgp 0 3 i/2- b NEIL IF-^SEPARATIO*- I B 70 GLASS, -- 1/1•a-1Gai° '.. --S:S I W I WK5 EX#51W1Viy ll { I G4AS5 g } ,, I- - - e l' "X- A 6" PANEL LEtiGTH 11 D i". ! F (SEE EV A71ON B 1 '_ H ON SHEET 12) I N PP .& 9- T . I t1, ' 6 eX15TING POURED I I CONCRETE QR CONCRETE BLOCK I ! I - �i `C.. REQUIRED.''- I PR'I"W"I 1-1 E 114 "' PANELMAIT :,� ANCHOR {BEYOND] WALL 2IM 60AM 1fW FLORIDA CODE {VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS T THRU 6, ON SHEETS 4 & 5) MAX. A.S.D- DESIGN PRESSURE RATING (p,F.f,) MAXIMUM ANCHORS SPACING FOR M#N E,O. PER SCHEDULE BELOW APPLICABLE W / &AFT' MAXIMUM PANE.' LENGTH `i' (1t°) MAX, A5.0. DESIGN PRESSURE RATING (➢.F.r.) MAXIMUM ANCHORS SPACING FOR WIN E.O. PER SCHEDULE BELDW ~-At" A �, cOM�utdPt or THEM MAXIMUM PAN0. l6I .L- OL) 1APOGN SOLID -SET PANELMATE FEMALE O PANEUMAIE PLUS 2AAFAC-NAJUN CAUL-U/ TAPCON SOLD -SET PANE#.MATE FEMALE Vi) PANELM TE _PLUS 2ANAC-NNUN CA).it-W to COuTO 4m'FFtE mxTO PO + � C�.a_7E LaXYTO CONfmie,TE TO UM THEM W m FA!ffim4'VE' 14 TO N�`A 7q tcQt+CmiE#e 10 I T3' 73' tSLOC. 3` 13' 13' 13° 13' t}' i3, 13` 13' 13" T (WP) 13" 13, 11` Ir 13' 13` 13" , 13" 13' 13, 13• It 1/2 I (top) 11` t3' 73« 13` _ +3°_ i3' 73' 13` iS' t 13` t3• 13' F (�tt0ei} _ 1J' _ ( t7' - 73" 13' tJ' - 13" t3' i3' �13' 1 7' - 1J _ t 1 1. 2" / a 8CtFTtUA (BOTTOM) 73- I 13" T3` 13- —13' _ - it 13' tE 13' �T3 t3" !}-1-3" 2 ('WP) 73" -_I3" 13" Ir 13'- 13` 13 ` 13" 13" 13" 33' j1 1/2 2 {TOP} - s}` I 13' T3"-..'13' -1- - B" j''w i3'a! iS' t2 1/2`12 B' 13' t3' 1/2" _.:._....-. B" 73' 13" B 1/4' B" 13' 13' 6 1/4"12 �. B" _ S3 } 13-- T3 i' T/2112 1J2 ..._-.,_....t-_-,e._, W 8' 13" 1}' - ._.._ 1. ! 13' 73" " _._,..,..... B' 13" _ 53' B 1/# _, "_. II ' 13" _, t_3 B ➢/4- --..,�.,.._:........-A. 7 T/2 2 (FiOCTOM) 3 (t07?} 3 (BOTTOM) 4 (TOP) OR LESS OR LESS 13' 13" 13' t3' 11' 13" 73' , 17' 13' 13' 13' 1t if?` 2 (BOTiOMj 13' 13" 11" 13 f3i3' _. 13' 13' t3° I (TOP) - ._ . b" "� 5 1/2 12 1/T'i2 _'_'--n-_.._. 8' �3. t/2 8" 8 If& ....n.,,,,..,., B' 8 1/#.. 6 1/2 " 2 i/T'T2 ..,....... b' I/2" 7 1/2' - B" ___ e' 6 7/&'.d .- b' 1/4` : S° 3 {80TIOMY + # ) - +#B, -45 L0',S B* _ ,..___._ t3" T!' E-- t 3+ i 73. 73 ..-' _ - B' --r'._- t3' 13 13 6 /f4` t3". t - _. 13 b 1/A B' _.. ,- .. 13" ,----_ i3•_. 6 Ile t3° i S -!Ai-.. b 1/8 8' - _. - _- 13" §`T3' :.1' 93" 13"-t_ /3"W -. ± _ B' - +3" 73" T3 -. - .........: T3' '1' .-_, _..-. 13" - B. t3' 1 - _ '3_ _ ,13_^ 8 if4 _ TILL... P 13' 1 ..._.?._ .._�3 - 8 tfi 4 (9070m) ._--_- $ (TOP) 5 BOTTO. { N) 8 (1bP)....-... 8 ;a.), +46, -45 aBBW-65 8 13' -t 73" 13 _ Id' 1." I 3 13 8 73" • 7 J 73' 7J T -" 3 F�.. 73" 8- #3« fJ` -.-_. t1` �3' �.e t3' B' 1d" T3' .-.,- 73- - t3^ I3 7 ,__._._._ 1S° 8 _ t3' 13' .,.--_ I.-_.__.- 13 - _ 13" 1 3 13' 8 tJ" 43" ,_.�...,, t3` _ ii 1i2 i 3 ,....., 1` ii. t/2 # (BrtiCpi(j'. & t"tOP) 5 BOR'EOM ) T' 6 {VOPj __t _ E - 6 {J4'€d Ij4` _1S." 8 7/•&' 6 tj4". - _ _ 6 1/4' 6 if#' B (]R:+R'j T3' ___fi: 1 7" I3" TY tO !f2 13- 13' '13" 7' 9 I/2 T3" 7° 13' t 9 )/T 7 ffT (0 1/2 (S LJ2 '7 LJ2 3'_ 3` la t/2'` 8' t (TOP) t (BOTTOM) 13' 8` 13' 1S 43' B iJT" 93" 1 2' g if2 d 1/2` 13- S I/2` + (its) 13" 7 1/2• ,a, 13 Ir i¢' t3' -- 1'," it 3- d 1/2 1 (BOTTOM) TO 14'-4' {0 g,�6• --;,-I;--r 5' 73 7' t}^ 7' -f T --3- 3' tJ' t3--I 17� .2 1/2 8' IO 1/T t3' 1__ 12 1/2 S 1/2' M1S' 13- -!}-g- 7S 8 1/#"-_.{y�l�-_8�}.. T' 7' t/2 18 1/T 7/#' 3 1/2' )3' # ?` a}' ; § tJZ IS` §ij2 12 1l2 •6 1/e' 8' ' 4" 7 tJ2 i0 172 1tr if2l ��- # t/2' 5 t/T 7 1/2 ? t/2 3- +J' 13' +3' 6 1/4' 6 1/2' i4_t/2' E 6 t/T' 6 1/r 6 1j4. 2 Y (It)P) ? (BOTTOM) 3 (TOP) 3 (BOTTOM) # (TOP) 13 13 I r 1/2- 6" � 1/2 �7 1J?" 3' _ 1'*' 13" 13' 12.-1/-2"{ii-2 /3 � 13 1!- 1JT I 6` - 13' -_ #3' 13- j 6 iJ#" 7' # -d' B is`r' 10' ifl` 6 171' i_ 13" t3� tY FZ 7/2•'t2 6_' tB 1/21 j2` a I 10' +/2 a' 9 t/2- tl' I1" - # If?"�31J2^ 63` { 3-•��-8 3" /#',6 iis 5 tJ2" -/J2` I6 1/2' if4' -3- : jT�+) i (BOTTOM) 3 (�) 3 ($OTTOM) 4 (TOP) B' - }_ 3 I 7' _ @'_ 13• 13' _ _ 8' 13' ! fB 7f2' _ 8-_.}.- i rj2' 5 1f2"I i0 ij2 - T ,j2' 7 1/2" ;3'_ _' 4 (BOTTOM) S (TOP) B. - 6• _ _ -4 8' - 9 1/Y1/2', - 4 C90TTON) t3' a T/Y 13' s3` t4' 13 i 10` tt` I 3' (713 ! 7' 13" 1J' U t/?' _i3�a4 13, '9 1J2` O T/T 7 tf2" 1J" _e' 6 1/2" 5 (BOTTOM) 73' B 1/2' tY _13 i3 73' 10- T!' I to" t1' 3' M/2" ( FTLPi}13` ? 5'- 73° _t1' t0 1/2 /3111� 7' 1 7" 7 S/2" 5 7J2' 13' 4 t/2" 6 (TOP) i3" _ B" 13" 1J' }3' tf2' �13 B i/2" 9 1/2' 63' _- CYvPj - B if#` 8 i/a' 61 fe' B 1J4` �-. - _ B Y/a' -—. 8 1/4' 6 (BaTI!«b - ) - 6 i/#" B If#' b 1/&' 8 if4'. _ _ 1/4"j6 I/#' 16 (BOTT;"a) S£E SHEET It FOR ANCHORS Tt'PF & SPACING FOR PIVALLATIONS INTO 'WOOD HIMMIL BUA ENCIS, s I "wm ANCHOR SPAMAIGS A KI MINIMUM EDGE RGTANCE ARE#t1,HC.StEO ON Tin$ 10H_DOLC FOR E.D, LOSS IFON INDICATED ON SCNMnl REMICE ARCNOR SPACING 91 MUL'r+PLYM SPACINUs SHOWN ON SCHIOiA£ BY THE FOLLENry044 FACTORS- FOR THIS OPEf61RON TO BE POSSMa, REDUCED SPACwa ORTANED USING FACTOR SIN),. Not BE LESS THAN MINIMUM SPAIDW SRO4`rATEO FDA EACH ANCHOR TYRE ON OAK SCHEDULE t/4 • 1/4 #/ACC t/4«6. ve. 0-0 A TAPCON 10110-w Pldrtt3n P 11 lTN-KiA Y ONK--W iAimum ANLtiW SPACg4G Da) 3 3 1 S Ill. 2 t/2 7NNmm am lE iy.) 3 l 1/Y 3'. 3 ^ 3 tj1- 3 #1$rAAeE rml w eStK O+) s 3 1/Y 3 In• LJ2 .3 *i7' -AM14L LIE L{SHMCE (E77.) FACTOR 4n' _> __ D.3s - € -. -- - - __ _ 1. __ p 1t' - De _ 0.1 94D �-------- - --- .. e5U __ Y _-_ m_- FAIL_. 3 Ij2' - i W 9,W - TAU IRO '" SPACINGS ONLY VAUD WHEN SPAC jIS USED, SEE jI FOR MhK. A.S.D. DESIGN LOADS & MAX- PANEL LENGTTIH1aS WHEN SPACER S L7SE0:. i� MILE iJ A AS,D. DENY# LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF V-2` > 50 PSF TO 60:PSF 5- A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2- O.C. --_ -. _.__. _...._-_ ____-_._.. _,-_ANCHORS (SEE SECTION'S & ALTERNATIVES ON SHEETS 13, 14, 15 &16)--..- _-----.. ._--- :3- MAX, 11-1A/13, R-2A/13, R-3A/14, R-18/13, R-25/13, R-30/14, p"W(1 ), - R-TAW/1S, R-2AW/15, R-3AW/18. R-19W/15, R-•2BW/15, R-39W/16. L! OFl __ _... _ _.--._--- __ - _..- -- _ r-, ®_-T--,I 0 O v 0 0 0 U r---_ _-_. -, _-__--_--___-_-,._. --.„..,._ I., i I I 1 I. 1 i I 7 I SI: ( i 3 i ! I i ' sr I I .1 ( 'I I �I I 1 I r i 1] � i I I1 3" MAX. 1" 2BN r- FLORIDA BUILDING CODE 1 LJ2 1/4"e-20.1 S.S. DOLTS WIS , i ' 1 : LI Ift- j ! - (USE FOR PANEL LENGTH I . � ! PANEL LENGt}i I . (1) { f/ OVER 7--67 (1 ) fi w.:.+ `TOR + ' O 4a.0 - J ,REGULAR STORM PAM1L1 1 REGUUA STORM PANEL I B'-B 4D.0 P,H 1 (W/ OVERLAP NO PANEL LEIEITTFi �iLT) LIFE SAFETY STORM PANEL. - �� .. I R-s. I , ( : . i - - . _ 1 (W/O OVERLAP MID PANEL LENGTH BOLT) y+ IL - A - t A I A'.,. I ._ L6F 2AT8ALL Mt14tHTn'GSi i I I 1 ('={�'"''. i , . 1/4'0-20al' _ _ ,. rya„. _ - -, - .` - -_. _-:____,_ ___ I I { I . BOL75 W - S + - T R I IP 1 A EA. OVE lA� 1 EE L , -- _ .__ T _:. u.. _ _ 6 ,. . _ -. I � I i I .L q I. I l r _ 3 p I 5 '( _._ _._ ___._�. ____.__ ..___ __ a. __ i_ ,_... ._,j B" ' % ' I „ L6CAT ON O UFE CHES AT STUD i '' ` ; I€ f - ) PANEL BOTTOM CORNERS c . ,I a, , , + t D.M..4. -{ - ��'j... __.��--'fX[ERLA%.._, .. ,iVERLAp . OT 1:;,1 M1" WING Ntt7 AT__ _ B WfNG N AT 5' MARL - LEFT PANEL RIGHT PANEL 3"'MAY, t INSTALLATIONS ONLY VAUD FOR WIND R-IA/13, R-2A/13, R-3A/14, R-18/T3, R-29/13, R-38/14, i' MWi. SPEED UP TO 170 m,P.h. �R-IAW/15, R-2AW/15, R-3AW/18. LOIR R-18W/15, R 28W/15, R-3BW/16. � - ....__ --ANCHORS (SEE. SECTIONS & ALTERNARVES ON SHEETS 13, . 1415 &16F ... _ __-. _... .. _. _____- �_. __--- -.... _ 1/4' MAX. OAP LIFE SAFETY STORM PANEL (M ELEVATION (f ) p� (�� ) SCALE 1/4--i- -e� k/ REGULAR 2887 j� T REGULAR I .,� ,: v-' ..StORM PANEL (MR, aifi lI / Moor VALL" STORM PANEL- - 171Re1NMNN*,e. ,,. i . ''_+� r^` r - =kv* STD f OVER / j/ LIFE 5 £�Tr PANEL I"I , * - * $ FLORIDA BUILDING CODE ]Non High Velco4#}r flu cone Zone Ile. E C O TNc 24 GAGE GALVANIZED STEEL STORM PANELDIAN e,.. EXTERIORfiry-., OfiIDi+ . 4C�' r ACTION A -A w -I ...,. G�ta --- I 1' / �'` SCAB 1 A`- GLOBAL PROTECTION PRODUCTS, LLC.( te6D S.W. 5t MEET O,Nf. FL n3i4 FFIWEI (914)6BG-7rW. FIX DC-A)684-MT p7n MY TI W See. ffi"G, 3A0.. A , I. of n,.InH �«a11W,Maem A•-ia31 2D-175 " X NI Rt. - .... �,.. � P.@ SEALP+'0R#TidE/ODIC .lam A "Aft 111 :LQ#ehi a4I6r - Aw f SHOO 12 OF to O E 5AEM PANEL (1) INTOWOOD;�ST, UGT.URES ... --; - I , 1 ..._WOOD HEADER I ' ,....WOOD HEADER Lf J,. Wr)OV HEADER _ WOW HEADER ,. _ _ - 'TI - REWWiEO ,1 »_, :;' 11EOUIRED -. 'i; :, - T£EC:A+Tf'D I'll. TiEOUiRED 1 4-0 TAPCON Y _' 1"4 7 0 N 1 4'0 TAPCON - 1 4"0 TAPCON -;- ..i1NCHOR O 4' O.C. . 1 :' i 4/iCHOR O B' O.C. I-; '. 4 CHOR O 9' OC i r ,, -" owc,, R @ 9' O,G, } >) t . I I ) I 7 2 3 t 2` A' i '2" '12. .1 - •.- �, Mm 1 M7 I i _ Mn. ( I ,I. MI .III i ( I r--•. i,-3...R L.L.S. I _.Ja 1 1...e t...:t I E -''i } ,a:8 L..). I .{. L._ i 1 I 6-' , 1 D + f N _.. - l ° T .. z ff9&.4sr:W I it I t!t'M-oat` Iq . y_" I - -,'.,'.,I*,. .YY.W N )... 1 4'.-za1' a __: J` r 1- I d r _. EX,SnN!&& ,' I eoc16W ..,, .. P EX4Stiy 6 .,'T Y.Ts w.. A'_. LASS # ::' -. c'%t5'ti#}F.+ K , ",-..3.... 6Xtsn .. G ' i At rA o 11 S i { GLASS _. u 'A, t/ 11 I _ ( FOR t - "'14 QM5i waBt �'-il M#a �' r FOR i (ibR Cid2+ti 67.A.S .t.. .. 4., H Y B t p di7llllf ih€A r-ar• II IDES PAw § i t I "i.° h B MAX. tI. I i9 I ' Wax. u i1 #... .£ _ __ A.._I- __,L..s PrdHE1. LENGTH H ... PANEL ELEVATION B Y' Il 4 MIX. } W ,- s 6 M.F.MIAs'L A N 31 {- N SEE ELEV T70 Ail - - `, f X 11 i _I RANEE LENGTH N i f ON S"NM 12) (,�__. 1 i PANEL Lt.EA61IO p I ON SHEET - _' _ -__ - -_-7 1A (GEE ELEVATION II t _ _ _ _ - i 1, -_. .--''I -- ".T ._-.-I _ )'_ -:: VET - T-::: ii '" (SEE F,IEVA 12) g v( -'1. _ -_f ON SHEET 12 aN SHEET 12) I ) 9 B I 11 i ( W._. _.._ _.!:'� .i ..._� R r' Min 11 I �-'J , u__ .4 _. _ `f �_-� T Mln, 1 TIT _.,- Yn. ... T _- R 9'---'-SEPAPA7-ON- ---1 I ^- Y _. _ 4 _t T, I t j } j fi—SE aATIONs --- '- 01 - it to Gass. ¢ $3, '.,; n t" wn, �Ti6f I � � 1 1 TTp LJ2 _ I p REF' ---SEPARATION - s ° i 1 f:'': 4' _ I 7 s.7:. L. I i -�, r-t _--, I 1 W2 W CLASS. 1_ _. # j 1 @ 1 C # e I I I a 171 e121 /Y- ED -: -- I Ic E'4. _, ', - r - EQ.. ` "_ - � ! .l_i.-.__-_I...._ .__-1 { ,,_...., I , x„ .,. � ITT i ( _..._-{{T _ ..-. I __ .I .' I ', t ED. '( _- „ ,; ..1-'`- .ID& `! ....,: ,' .-, -=--1 _. L ._) E I 1eb-Y6a34' 4 - _-.. ffi 9 I r eD[16 W t I " x ) ( ,. r " :. t' 9 1Y t G Co.OJT" 1(4 -Rw a WY *' 4 S5 X Imo' ( 11. Y V PLATE .iW ig 1 6.C. R, 12 RCIX7. ! !' JX tRED 1 '4'a T ONF t'4'e T N APC APCO a �. ,�4'W TAPCON '-x4" 4YDQ6.. ,I A .: A - r• - - r ttf .. # HOR O O.G HOR O 9' O-C. bNCN O a T .' ANC 9 ANC OR § X PLA E I -,, xrAGGERCO W/ SWO I STAGGERED Wf S`TLdCI I mumii 1 :,... _TJ4'F TAPCON ' Ir" I a , ANCHOR O $" c"2-rd. -- .... -.-._:.I-, REQUIRED .:-,,.._ - ,°' : _ -. i .... REOUMM ..- . _ I ALTERNATIY " ALTERNATIVE R-18W (�,T�RNATlVE R- W ±R REGULAR P ELS O LIFE SAFETY PANEL, 9 RB PANELS @LIFE SAFETY PANEt WALL MOUNTINGS HRHNtur(,AWALL AlOUN7M SCALE 3/8-1' N. TI(�/ SCALE 3/8- I' .r✓., g'ytR'..' \CEN,Q '•'. 's FLORIDA BUILDING CODE (Non HEgh Velocity Hurricone Zone) L2Os➢ TUTECD. Xa- i . x - 24 GAGE GALVANIZED STEEL STORM PAN- � 44i& i 0. - t1PJ.'4'N • RP i. INSTALLATION ARE ONLY VALID FOR A5,0. DESIGN 1 * z _ PRESSURE RATINGS (P.W.t) AND PANEL LENGTHS AS III, ,� * - J27/mm PER ELEVATION ON SHEET 17- .p' SAFE D -_' �-- I L C O s IN GLOBAL PROTECTION PRODUCTS, LLCM. �' ;HIE.. , 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ; rat"•, ' -_...� a11UD Bw. 51 STREET MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC '+.°ri:•` .Ft OR4 ' T �' d'"E> .-'.. -" ' e+i�. FL 20-175 FW3 ( DENSITY OF D,`a5 OR E4UAL. i l am1 0+-f I zo m_1a7., F+rwre: (ti Nlft-7s.s. rl:� (gsa}eta.e7e> -- m9 Alx,. me ttae PAWNING, 4w CA-00R8'r1g ae w. WarAAu. ONaTtt}RJOUT rMrMh WALTER k. REEF a,. P.E , DO ls-,p p a *KM,6 W tB INSTALLATION DUA IL.5 FOR LIFE SAFETY PANEL L 1 ) INTO POURED CONCRETE OR CONCRETEPLOM STRUCTURES 1/4.0 TAPCON EXISTING POURED 1/4.0 TAPCON.__ _E7tiSTiNG POU7�D 1/4'F TAPCON_ -- EXISTING POURED 1/4'e TAPCON _..pDSnHrG POURED ANCHOR @ 9 0 C EONCRETE OR ANCHOR. @ S' O.0 I CONCRETE on ANCHOR @ 2' O.C. CONCRETE SUE ANCHOR O 9' RC �iCrYLTE OR r>r'lt CONCRETE BLOM CONCRETE 8=9 fy./,,._; CONCRETE BLOCK I CONOIfEfE' BLOCK REOUfREA�"' i REQUIRED. REW -1 ": REQUIRED, �F i •' v`' _( .__.,._ y __,,... .) _ T 1 t 1 12 t 2" .. Z : 2" ;11 '.1/ f - t t' I I & f r t O 9 A" 7 # / j / f 1 r Y 11 f : FAAK. MAK r T. l t a I "' 1 I 1 I-` / r 1 1 Err f /✓.. f; / i 1' .' .E' t 1 t, f r: i } ,. . .... r_. �. 11 r�11- ,.. - ...v " t I g 1« Min. I ( IRE 8 7' Min. # II T 9- SEPARATON..- I II Y I {F--SEPARA+KX1- i a 1 -e_ EX _ 1 a's- - i' - $ - a X1n t' 1 t`e-3Att' U t 2,x FXISTIN-r�N TO GLASS. !,-,I- Ts?'r-sc:.i' I 8 1 iSTING'it t0 [tASS. ) P_- r E%1571N@-11 3S.Ts W n"LgSS U_. i . -'3s 6xt5 w� Ex#ST# ;F 7 _ s. tazn w 1 Gf/SS u. _-- k :.._ _- 3.s Bgts rr GLASS �". } s 1 AT 6ti R- -- --�`'- '..-, __ --. a EA v-!i - I Al FA - - At rw . - CLASS B-.--___. 3--'--- _. 11 j-�, - _. -r TER PRtL I U t I B t II {,. � ' € HONOR! 1xYR r rI .. g 1 - it i { �'+.-,w orA r-e•) U � i I b @@ - I dI ' t_.. 17 -1_ __ _ ' - I. - r / 7 tl i U i 11 1 1' Moe- t` MAX_ 11 1 -L` MAC. Y' 1AA7t- - - II ": PANEL G7H - - P N 'REM LEN PANEL LENGTH I PNeE tEN H ANSI i.E G 6 EL Gn+ IL L B It ,fi i $4( .0 {� E _ r T L ,_._ " 1 ___--: _-.. SEE ELEVATION `, , -. ELEVATION R SCE ELEVATION _ It SEE ELEVATON - . _,- .' SEE ESkV e I _ ..� - ,. ( - , J t fl 1 i II F # 1 N SHEET 1 ' B I 1 .:ET 1 0 2 ON H 1 '..CFI SHEET A2 I ON SHE. 2. 1 S EET 2 1 M,n. _.- ._._.. L Mn. ! 1 11 ( I! 8 t it B FF EPARA7KRa - T p- r^SEPARAT ON -a i 11 l It--S I Pi 1 & : i 1! ! g i 70 GVSS, U to GLA55. 4 1 tt _ _ I_ - I 1 R- T I 1 R 3 t rt 1 --' f I ill r f: 1 ( a' 1 I 2 ✓ t1 2 Lf Y fr 1 IRE i ,TA`r rc I r� N 4 r�i J . { 1 1 u f .f L_ 1 A I j r I t !, a I 9 9 t E.D. E. E.D. E.O. I D I # 1 I (( E 11 I1- 1 i.,. t i y 2 ,, d 1 £a u7 r ' r 1 9 YH oc' I ;," .' I tRC # :..r f ? : t_Ea i._., *d^•.-„-,.a_._... _. -.I f. EO l..___ 1 #" i ..,__'L_ ",.f LLCM --G.� ___. 3. ....,! EOM -_'i3 iR]f 4 M3. E0 ,.... •. _.SY.:EY t•M,s. 3f ? `f " . eats I 1 B ' I ., I' a 121 0C /11�- 9121/1 C. _ 114"0 TAPCON� .._1/01 TAPCON4� S_--1/e,; TAPCON _1/4.0 APOON ANCHOR 0 9" OZ. � - ANCHOR O R" O.C. ANCHOR O B" OC. ANCHOR O 9' OC. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR _ _ EMS914 POURED CONCRETE OR _ EXISTINO POURED CONCRETE OR -CONCRETE BLOCK REQUIRED �--CONCRETE BLOCK REQUIRED, CONCRETE BLOCK REOUM, CONCRETE BLOCK REQUIRED. aEC,TION R-1A - SEC?tQMt -� 0 REGULAR PANELS _ DEG O LIFE SAFETY PANEL WALL ►tOUNTINGS # I. JdQUNTINGS SCALE 3/8-1' HN.> SCALE 3/8-1' ,aER:Nt1' -HalAi SEE SHEDS is & t6 FOR ANC11ORS ANCHOR itYE If4.- TYPE & SPACING FOR INSTALLATIONS iWD tA°L'4'H WOW FRANC. BW "'ASIB MINIMUM ANCHOR SPACINGS AND MINIMUM _ MWMUM.. AtWNOR Ss"AG*I DO - 3 EDGE DISTANCE ME euLA:A1ED ON i}IC8 SCHEDULE, FOR EO, LESS RVN IHDiOiT&D ON SCHEDULE REDUCE ANCHOR SPACING r� OAnowA P'D ANC&{cat F.,,,.-___.,."_..,.. UI'"�U+'4 DI.} 1 3 I BY MLk71PLYW4 SPACM0 S+FOWN ON SCNEOULE By THE FOLLDWINC FACTORS RORK Em OWAVE = FA010R Tj - -- Y n - -. _ _ jj - *W o 4 _ _ ____ FOR TH5 O'FMATI9I W BE POSSIBLE, RmiOEO FACING oBIAtNLO 116R1G ' PA0}ORSWifb, NOT BE LESS TaAlE MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON nay SCHEIDULL zr _-- R89 ___. —_ _ _ _w,. _.__ _ j�STALLATION I TAILS EOM LIFE SA��jY PANEL INTO WOOD STRUCTURES I., WOOD HEADER } ':_ I _ W0013 HEADER i �AEQUIRED - -REQUIRED .: " _ if4`e iAPCON 1/4-0 TAPCON ( ( AGCEOR 49, O.C. { AHCFiOFt @ B' O.C. I S -_ 1f2" I/4` .d t/2' 1 1/4' i .' 11, 1 A4X i � 1 I l 2` %, I 2" I '"' "I'' 1 I t� Lj= i 16 I i B I rJa"s-m.1• R Ii T5 W E%! i a"4- �h RD BTI , 1° ,; i r A3 // Y l 3 $S, 13 GLASS Rgi W � a ll I t 1 r , w. A G. t21 �a`i ((;; _� " st - G#A. ' 1 1 ''' It # LOAM DA'F 77-a'j tl " MAX'. tl 1 'L 411- "L" MAX. it I PANEL LENGTH "'"- 11 (S _ I EE B U I SEE ELEVATION r1EV ( 1 HET 121 ON SHEET 12. , 5 1. i --1---,. __-.._D_.._ ; ON SHEET 12) B 1 --- i -- - , tj U I II f I 11 I2-'-^"�"iPARA kN- _ 11 I- w,,. ,O. GLASS. I i 1 If II-SEPARATON 1,�-) ! I, I 11 �a0 GLASS I L/? : -r i 1 f -' 8 !{ 1 - _ g I EQ „- I'. 11 612 1jf OC + - - - i 9 IY Eft ICI I Ea. T -1 I 1, . P X4` 7. ,4. w00 tt P T P 4.4 E LATE E R REOU R R OUi EIt ED i . P A &' P 4 A . T O PANELMATE LUB i . ANEIk TE U P4 9 1 OR 1 0. AFM R t . .. ,:... ANCH O 2 2 C, MHO O 12 2 OT. t J J ._ ._ _ ,., . _ , __' A; 'j [E. R-3AW ALTO R f'j VE �3m 0 REG P U (R u1 SAFFjY PANEL 1,1..1111111*1tIF1 WALL MOUNTINGS 1M A_ Tf(.. ''•TM SCALE 31#3+1" 1 ��.•�CENS,&`%Q' I N0. 441$T I FLORIDA BUILDING CODE (Non H h Veioci Hurrlcona Zone) •; NOM :'* * I o2m tR.TEGG, INC, IP. 4 P 1. IN�'TA(.tATION ARE ONLY VAUD FOR MO. A.S.O. -a'•, STATE DF , .. ..-',Cc a __ ti 3 GAGE GALVANIZED STEEL STORM PANEL oRAWw �.. DESIGN PRESSURE RATINGS (p..J) AND ?A,NEL �CJ,,;• ,tt0R-_____,_.1 / e C 0 a. GLOBAL PROTECTION PRODUCTS, LLC. p1/0`' LENGTHS AS PER ELEVATION ON SHEET 12. /01 F` •• �yE%^ '- �:IL E #N _ 4 SW. SA S#AEYt' FOR 'rAA SJi7N 4".r 2_ NEW WOOD FRAME CONSTRUCTION. W000 Al- j�' yq. A"WoR�!; ,e y Howe n. s.Tg1a MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC FAn1Mu1H lo, 1 w«.:, 47,-+w t' 9R&f FFI-Ica, ,,'t: ;nsajaes-7sas. 3" Ewa I. -erg? 20-175 DENSITY OF 0.55 OR EQUAL. MOM71a exa u:: eP,mre xIR ae..w aea,r+w w MAtMNf, wa I PE. BF,ML./SkKATIN±{,/Dkt'E I WALTFR A puff d., P.E. r. T,II TRIAD l2r a ._.... 9MClT t& !# 14 44t. D .__,._..-..--_,.,�.-. _. ,._.,-.�..., a -4--e 0) N cf) M N " C3 -00 QL_ = C .� cu U -0 (1)� 0- � O O O O —LL- W /C N V O O +'A �- ��W+�.B8 ` O •4 �VJ�^ (1) � L-CU L. .0 CJ/ CD z W J C/) -iI.-/ L ^` W (D ,-6--j (a) CO =3 CIO � O L U) I/�� iL a) 0 U C- =3 CIO O 0- U I� L. 'CD v CIO L W wW G Q z Z Q J a - r r i 7-1 --r--r 1 I - - - -- - .. .. _,�... ., LEI i.,: LIilL 1.. ��: II I: 1,.11ISIAI L�liI:B,INlIlI�WI�9II.BIE1.IfiqullElfnf+HLOIBtBM1 u,�(',.. .m If.til.l �1-, SHEET NO. SH 1.4, - µ__.__ _� _ Z1/18, Z1 W/ 18 ANCHORS __,. - _-__-_� _( SECTION EZi 8 AitERNATME EIiW 4N SHEET i9).___ ___.. IIi 9 ' Mi 9 ASEE NOTE 2) cf,W iD -�EE NOIE 2 Mn. i DFC7ICH END rx.-_- F _- '- ''-"-'tom ItS': c,LUwNUN * - (71 -"""� _'�`� I.---+ P"sP fi.v°vE: LAST PANEL TO ME k5'AJ,.Trr AT e'ACH pDEN,N, SMAL, ALWAYS BE 1 2' O O o O O O .O O O 'b i + C / I I I N Tt+ N r INTI, Tyr { PRCI EED W n{nP tRNDLt 19 €AC U A £ ,. _TA A 3 G GED I { I 1-i t { ! I i i i I I i TO BE INSTAL-V "ROM INSIDE Of STRUCTURE. 1 k i ! -, I^ I l I I i ` ` II, l t I I I, I I s j 1 I I I {[T , 1 2 PER I { I I I I. �_'<.. t t,..! ?._!_ _ i._-LL_- } ,. 1_.L. A _>..I i 1.1_. ,. .)_.. 1.! �..I..I. y ! i_i _. -. itiTs ) - �i.T_.�. +..,_._ ..,--..s. T .____T ... T'_...,--.. - „__....1 _T.., ..e �. .. ,_. ._, _.... r_., I- r r.. T. , -.,. _.s..v.. _7.'i (t1. �EFiN1`Y. +rid ni.�.Rjr'4 'r�xn�1- E-Z :YiANG STORM PANEL SISTE:M I 1CA141 PAR;Ftj { e I INTERIOR PANEL) 1 INTERIOR PANE , §'t#""OR PANES) i i , I I g I+AX.v CONSISTING 48 PANEL Conti.. TFAvKS Tt7#' & E01TC7M. I I l l (r+ (E'iuD PafaEL} , { 1IIIf j ) SEE NOTES 2, :1, 4 i I i i { { ( € ! ! 5t`:. NOTES ?, 3,. 4 r1 . EPiD PANELS StiA1 ALWAYS BE TONVECTEl7 III BC'1YTOM IR<K l I t i . i v-0, 1 f I i C'11 11"=' f": A VIIP 6,AR ,SHALL 8E T=ROft L1 AT TOP OF SUCH I I j i { E 1 I +�1'111'1i uAx PANELS. 1 ° { PeNiY LtNcnt p {( ' ' 4o..0 I{t{- I ' �, ' _. J... >k , . i"'� ij, ...' i.' ik I + � * Y 1 a ,/ - p, s.t. 1 J i i T , ! P I { - i f3). +F FNP� r'ANETw PIPE CON€4Er.TEEF TO B0'rl(w TRACK, LONNE•CTION i i * ! v.{ 1 i i I 11 i�� I G^ Sib4[L CONSts, T' t 4"A-24x31 W 7% "eK_1 12'" W+NG ; a •' I { I I { I i 1 _ _ I -, ! i .( _ O. / M:S. / B .../. .I ( I I ', I Ij ! 1 t I , t CL?ED PANELS W✓ I/Am :,Oxr" r1LIT DR 1/4"e 3/4" 7V;n. 114UMIDSCREN' INTO TAPPED BOTTOM I ff+ I I : I I S 5 aOL c W p Fit CNCAAP TRACK LOCATON OF FASTENERS MAY BE AT EITHER OF TWO I { 1 I (sEE SEv, d3NS A' AP,,LHA9t.ii EMTERIOP rJ,T RLANG€S OF END PANEL- 11 I i j i I S , 1 1 �_ +_ I I A 1 t :- Sax ' _ _f _! _ _. -, ___.. .. - - + - A ' DDT CONNECTED 1O THATI ASBOTTOM tj 1TRACK i -'I I i i. ( f ' I t -�._I ' -i i j j_"r '-t T 1 = --? *- r - 4 t M. (' STOP BAR c MY USED A! TOP) AT LEAS' TWG l 1 t I I I - I I I 1 _ , y I f I I -. - PANELS CL+,ALL. t"Ghti£iT*''- TO BOTHOM. ?RR.CK JSING SPECS `.)._.i"_-!-_j"'�To_)_ ._1""_T-.-i`! ."`T_.; tl tyi"'!"- 1 1 , Trt t"T""i'i-�j'7l_T_ ,. rt" ,t.,"T. I'_` (`-( f 7 ), INDICATED ON NOTE tTl �J't-. IN SUCH 'CASE CONNECTION OF i I I JJ_ L L-1-i .L-i -i LJJ_L0.LJJ1LL1�<L:L�1Ji LJJ_LL JJILLJ_I-LLJ�J.'-- 1 t PANES TO 30`ToM TRACK. M0 OCCUR AT ANY PANEL LOCATION ,.- .w rn_ __. -- - - I i 1' M®_�SEE NCTE 4 . - '- Mar -.t- kfi SeE "' !Ui SEE 1` MIN t' 1NS`A tATiONS ONL LA tD FOR WIND } IYi_J W,r SEE I NOrtr 3, SPED "}P "r?, '74 rn. P.I. ANDYA4z$ - _ _ _-_.-.-(IFF SE CTIUN Q9 h AiTEP.NAT1bc �i44 ON EarEE' 16). _. _ -_.- -- _ EZs/18, EZ W/18 TYPICAL ELEVATION FOR D-Z HANG STORM PANEL 1 SYSTEM () SCALE. 3/32' -l" 11, a..ER7_HAN. CNEk,A{' / " kl6v.. + ,. _'- ,. .} Wii3.E VAu1kV) /_'--" i } Tux. GAr (�.i _ b A SEC I ION A -A In MNNrrer I SECTION if"i111 SCALT. 'S-/32_� T' i1, P,. TtI�/�nRy I ". , .�.. d,P f` EN FLORIDA BUILDING CODE (Nan High VelocityHurricane Zane)I - - - _ um -AP Tiro,. '24 GAGE GALVANIZED STEEL STORM PANEL N._ Z :. 0. 44167 - - 'A' z er/Yr/n . o'-. STATE O� _.__ , 11/ LE G Q iaec `\ GLOBAL PROTECTION PRODUCTS. LLC. �P,r. "'a'''G'' T W, ,rtsriNe A EN41NEIrm,+G c ANY - ..e. 5 �'r 's]S+r 'c,�0 `. " 13H14P , r sT<+ R .on TAW} 11 20- t 75 ',.,`•'rut ...... ED .a / Tsai r« , a.rol ,-. '�+cRe is6xe444 i6+a TAT LNs.;FaP-fire, ,."' MIAP4 U.. f r - WllPtE/D.Nr V- MtALAV�A QTALP rJ.� i+.c �+• a '1_IIAAe, K4Y ? 'A%CLi ta. OF 4R EN �li'<l�=Ef-'TING Is I ENC3iNEEwNG EXPRESS PRODUCT EVALUATION REPORT September IS, 2020 Application Number. 1889 -R2 EX Project Number 20- 50-315 43 31 Product Manufacturer All Anlencan Shutters and Glass Manufacturer Address 1540 Donna Road West. Perm Beach, FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation, This Product Evaluation. Repon is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Bu}Wing Commission) Rule Chapter 81G20-3.065, FAC orstatew de acceptance per Method y1(d) Theproduct noted above has been n tested and/orevaluate assL1nmaz*d herein to siiow eonliiariae with theFloridaa Building Cade Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following PernerFlorida Sutltfmg Cade modifications or rev isions Substantiating Data. • PRODMT EVALUATION DOCUMENTS ES drawing #20 314fitled'24ga Galvanized Steel Storm Panels (HVHZ &Nan-HVZ}^, sheets 1- 5. prepared by Engineering Express, signed & sealed by Frank Bernardo. P-E. is an integral part of this Evaluation Report . TESTREPORTS Uniform static structural perfoine nce has been tested in accordance with TAS 202 test standards per test report(s) #BT-ASG-I 7-001 by Hlackwater Testing, Inc. Large missile impact resistant* and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Bfackwater Testing. Inc. STRUCTURAL ENGINEERING CALCU S LATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andfor rational analysis to qualify the following design criteria: t. Maximum Allowable 5pans 2, Minimum. Allowable Spans 3. Minimum Close Separation 4. Anchor Sparing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3144.2 (954) 354.0660 1(866) 396-9999 TEAM 0 EPJGINEE RING EXPRESS. CON ENGINEERING E XPRESS,COM to ENf__-1INEERIN Pa;'e 2 uf'Z All ALminiean Shutters and Glass - Nits Galvanized Steel Storm Panels No 13% Increase in allowable stress has been used in the design of this product. Separation from glazing is not required tar installations outside of wind zone 4 and essential facilities, Impact Resistance.* nc 8 p Large Impact Resistance as been demonstrated as avidencod I previously listed iesf re oil ) and) s accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span scheduie(s) on the respective Product Evaluation Document (i.e, engineering dtaWing). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I a engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drwln ). Limitations & Conditions of Use, Line of this product shall be In strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein, All supporting host structures shall be designed to resist all superimposed loads and shall be of a material Hsted In this product's respective anchor schedule. Host structure conditions which are not accounted for ih hlb, product's respective anchor schedule shalt be designed for on a site specific basis by a "Stared professional engineer - All Components which are permanently Installed shalt be pro tected against corrosion. contamination, and Other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. a ,,,t -.. fit, n"J '. Frank BonntLrdv, PE ENGINEERING EXPREse OPEW46549 1 Ccrl AUt11 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAPI @ENGLNFERINGEXPRE55. CCM ENGINEERTNGExPREss.ceH NANKN-NNARl) o- r rn4r A, 4.NA m 5 odN-r. LO f !'.i LI,I L OA '3TLL 1#I, 1, nIMLI, - r� 01 i. :.cF {1J 1 ..I . .k.. „A _ I- m.=cv-w.n0v. i - T_ ..,�,cc nvlH:. F _L, ..4RY, r Do - d,, r 't •r _ ,Et',-` .nc J Uri J T Ta /,-., ..,I. r� p N M. v 4 'w Ir_ rr _u _ - - _ _ , NI w IN"l•I v a tl J D / J� Fiif=-'SM'.w >. _ - - a� r rr r T;i:.� - 4ug rJf -�.:I a yh `..ZED ,`y,t .4 _`a N r. i` T - fwt N A ii I M I< V 3 - �,s UI }I„ r , s �,w M :at W r.,-_ r_ (f/ w h.I I ,tit , ,e,.�;Tr., - A �'. r - L� k - LLt I _ F` ,_I .�. hP N IV Y 'r �I , P 1 ' v, I) Ul :: 5 _ ,In ;, 7 1. Q 1. ,u. YJS JI _ _ p r Lil CN A 1i F H _ f +,n- H "' O ` II H-,iIr-RN Lr,a , CO Z Alr_alUT-BIJILDDUT II4W LJ,R 5. Y 7: / Q NOUMTnICeTTRU6I0F15 R W+II N N - / N MF Y .ft' F F: W i I I7 a:FC C r+ FE rlli '��r3�� U 1 t.t VU- J2, N Lit rL. ' M F "I'll" - Y L,v rt f r".F.I iv, ` �. /u� CCILINGYROaR HOUNr SERtON � t .r, `� I ILL �. � Vj Q 11 ;L P.I PCC'. 'd 7 Z el r 3i ¢' y .1111-11. �` cw V N ,r rat v r, Im. 1-1 _ to _ Ll - Cw E Z f i P 0110 _� i Y LL OU i IDi j N I..-_-..HE_.e,�'c, it fA e N*-.raFr- A,. I.•u.Trn=. -- Qir`Qi L3 g _t_ �D - �< ��PE � ' R a & ,- 2 Al Av. -..cn .: P 3 Y• K Y,}i a Ert rn.L rc rnN - /1._ JLP.`, r;Iti.,:H3:-k YI+L Mnrv,,t - - 1'1~"` Q� Y _ L� Ire, - - ,:,r_I. IP � EN.:. , _.T �CL X Q l/ J Y :II ,r:l+'L.. Lit"' . e , u _ ' 'its It t)^ E c _ Z i E v y -rni�. _ a e I., ppj 1i II,. . a R 'Al ii R .-H t € y , "A Lan I ra, C:u - - r..I.. Hi11, .Ili _Rit 'fu'- 1 k _.0 F•+i _ y R i _ _ R it E:ru �I•c- S LL ]ERI,.FE6LLE � y, Rr ➢ z `T�r"a `t �I 1r. i V"I S LL NF oi. , .. H Is. E1.1 ,. e Y' H'1+,: �'- I T Oct` YNpRfrIJ1(ALWK4R0 1_or Z Rl,a�.cr / nnvlo_s _ ;rirr"r(' `,FT I-rr_v 20 31543 _ r,. - - �.r.v. race oeeeirlrraaN= A f1 OPtIONAL TpP7e0TrOM CIOSURE DZAA iu 7_'_ (c u TVPF Eb{ L.P I HCP 'al ./! rv(.l r(11- -Z'� ^ N Y/'A:KIBIRH.I M[111N hHAION --- F--'---- INSTALLATION DETAILS FOR 5ERIES 2090 E-Z HANG STORM PANEL(-1') INTO POURED CONCRETE.NC TR T E%i.11" POURED �.-4r(FNCESf1E t)R ` I r 410 TAPCON CiI/+GR£fE aLDCK ANCHOR a 12' O.C. dd! r REOUIRED �i� -_ il / i^-- - ( S) .' 1 74x1' HE% HELD TiI t 4^r IAPCDN +t4At' HE% HE4D TEK WOOD HEADER TEY- / ' -. _.-._- _'SCNEw O a' FROM REfAhREp ':.._ ANCHOR ® 12 DG ,- _. SLREW O a' FROM '_ , - __ 7) EDGE OF ,{ -. " I I"' _ �\ EDGE OF Q 1 `V '��J' 1 !i q� ' C'1 ij � I I -�.J -1 I .I. 1 2'4, ._,I ED t Min. - n 1 a v2^ / .,'x N._..-- i 1-" '._` :. -,' it fa^ i ,7. &uMr.IaAP U11 li i M'c+, 0e� n 6 i a 1 l r il'-SEPARATION . I g I.e"e R SEFRRAT1+2td _.. i'.f 3/IB'P CXISr#Nf1 rf TO C(.RS.x'i, i - (+ E%tS7iNG I POP OUl*.9 H y RIVET M(JM PDP � OLASS-- tT1 6tAS s, I .-I RIVET M ��wd RNET RIVET N I N t .-1 t W A A_ i a -a' N �.v ..-'+.�: 6'_D. V4rr-zq,a` -'_- is 81%.TS W T. a '.., I NA%. 1/ib-iMi• ,_____�.+L .... + i MAX .1 rA II r... _ _ -_... _I PANEL LENGTH %f+ R Z aeLTS W F i 1 ¢3 - -. I PANEL LENGTH *' B B 1 h L_..._d - ft _.-_ ._ ��x.. f___l 4 :.1 T.. I - - B-SEPARATION i I It i' AAtn I .-_1/4'Y-a0.I - THUMBSCREW G, tli TO Gt65S- P I - i. t I - i-`'7Qy CLASS i W I __THUNBSCREw OF 1' _ I ,, f R U T I r " „ r", L_____� = _ - EU i i .-_ -. -_�__ Ea ;t Y t , t/z' .,.� 1 - 'c]' I )X4"0 TAPCON ANCHOR 'a 17 I'll r 9{ t2` O.C.. 2LATE WOOD 1 /4'r TAPCOH 9 EXISTING POURED , LATE "`I ' "L`t7NCRETE ,�. ANCHOR & f 2 D C OR _ . ' I"� CONCRETE al.00K f REQUIRED <, REDUIRED. WALL ht�u�IJ�Q tr!l� UNYtIII+: SECTION EZI ALTERNATIVE E21W SCALE 3/8-1" SCALE 3/8-1' ° ;pk;t kii;'v, �, ut`,r` \ FLORIDA BUILDING CODE (Nan High Woolly Hurrleone Zone) (l =PANEL 0.441.arn lErzv,>.. r�'24 GAGE GALVANIZED STEEL SIM PANEL�� a,. 1, INJBTALLATKIN ARE ONLY VALJD FOR MA% A5.0. DE53GN -i4 .'�'i._ _ sl/II/� PRESSURE tzanNG +/- 40.0 p.a,t AND 6'-D' MO i -o . STATE O - ' % -. C. GLOBAL PROTECTION PRODUCTS, U-C. yt,�l. PANEL LENGTH, , i 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD fySvO ' FiOntt� , ....,Zei vNs A ENalNERRtNO CANPANT 'M Se.is . MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ! .. -F;, Wi'e/ n°.e- ,.:,'N'. AAr. -,, (vPs)4AR-rN+s r{ei-1r -Ever 20'-175 -�s»+a .a DENSITY OF 0:55 OR EQUAL. ` "+A`" ePvmNtu - rvrft�NAti ra-- 7ia w. Ham+ sm rRNHHA*i *HAyUN,/bN% bnr. .A,,r saS IRA h 'ILe d"., a£ ENfS1 +8 tM S8 LY. 444, ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) / WIDTH AEUNLIMITED RP, TO PAAELSPAN ) TOP.. MOUNT t40 { Y T P TYPE A.=REQ 'D ) SECTIONS 6 OPffGNAL f" 2a STITCH BOLTS WITH FASTENED EII WiEGNUTS FASTENED'@ OVERLAP--PRI till AN TX _ET �Di ^ APPROPRIATE SPAN TABLE) , E> u.�tiZ W s PLAIN VIEW�Jo III - R0.1%" -I -- 11 ! 1+ BOTTOM MC41NT 1 i (CONK TYPE AS t` / .r REQ'©) R0,341" 3 S' MAY BE aT��_ iA BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 NT 5., ..ELEVATION. TOP MOUNT PE- N AE x (CONN TY AG READ) - (SPAN ABOV -E- 5TRUCTtON -OBSTRUCTION MAY VARY' (LOCATION I 9OTr7M MOUr+rl (CONN - '. UHBx TY PE A$ REQ D) (SPAN. BELOW OBSTRUCTION) PANELS MAY BENCTCHEO #jS REQUIRED, OPTIONALy 2D STITCH PRWI CEO THAT CONNECTIONS AND BOLTS WITH WASHERED AN.,C.,ARE USED WItTCH SATISFY WING NUTS FASTENED 0 SPANS AB'L3VES BELOW OBSIRI ICTiON: OVERLAPS 0 MI D5PAN`(U'9E APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N.T.5, ELEVATION BOTTOM DUMT GONN Y A5 RE4'D) TOP MOUNT CONN TYPE AS "I'll, ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SLPARATION FROM GLA55 H: (HV WIND WI ION A E & ESSENTIAL FACILITIEi ) to %INI -.. _ A UM .... _ - _-- DESIGN Allow air IN / A1irN 1FS4 S ALI 3 5 r ! 7 L1A if3 d'•AFA .R NSA TY. F F ESsi Rt FAN 1+ a S ( I nIAN ± ABOVE f RAOE 0 +tIAN 3O A€+OV€fsRk VE P 5- ( 4 t 7 --I:- 1a'4ilr GaGi 1A en ]S out n aD61 a6 I +149 �__. 1300" !. WIS Pt -__.. a16rn __._ .__._.-__..._.. .;�45 ...__- "Ora, 6.04 to 116A, -. 1 5U L D.LJ In i I 6.06 !I1 16(r . , 1-55 .__. lab&rn ._.-_- 696, ... .. a SYn .___.. _.....__, --- r. I +r-IRl _ B3 T ,n 6 U4 r 2 S3 Nei 1 66 I 59.E In 6.11+n Z. T,n '1 36 IN II err ' s1-77 i 27011, 1 613H, 2.461E SPAN SCHEDULE NOTES: 1; ENTER SPAN SCHEDULES WITH NEGATIVE P DESIGN FASTENER LOAD 8 PANEL SPACING TO DETERMINEMA 4UM ALLOWABLE a a PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 "PANE, FASTENERS' ARE STUDS USED IN CONJUNCTIONWITH A MOUNTING EXTR IONS `F t#.US `E"-TRACK, STUDDED ANGLE, ETC.): USE 6„5' O.C. PANEL FASTENER SPACING TABLE VALUES MR ALL ,W- AND'U"•HEADERS (INCLUDING BUILD OUT CONDITIONS) 3DNEAR iNtEiLA.TTN aCrWEEIN L A DS 15 ACCEPTABE: OTHEiWISE USE NExT HIGHER LOAD, GLASS SEPARATION NOTES: IL . ENTER SPAN SCJISDULF WITH POSITIVE ❑E51GN LOAD TO DETERMINE. MINIMUM SEPARATIONFROM THE OPENING BE LCTFd 2SCHED_ALLOWABLELE5REREQUIRED FOR USE WITH POSITIVE TO ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEhT HIGHER WAD 3. R INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE aF ESSENTIAL FOR INS QNDOU 5 2 OU - S SCHEDULE IN AST R WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE [5 NOT REQUIRED AND NO MINIMUM _SEPARATION FROM ; HE PROTELTD OPENING i5 REQUIRED. MAXIMUM ALLOWABLE y . -_" DESIGN PRESSURES w AS NOTED LN DESIGN DESIGN NOTES; I 130HEOULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THI5'SYSTEM SHALL BE DETERMINED PER 5E A 7E ENGI EERING IN ACCORDME WITH THE P f A N AC p GOVERNING CODE PRES$SUU RE RE 11ASFMENTS AS DETER' INED I AECORDANCE'JH ASCE 7 AND CHAPTER M N dI 1604 OF THE FLORII]A BUILDING CQDESHALL BE LESS THAN OR OpUALT07HE POSITIVE ORNEGATNEDESIGN PREESUi'1E CAPkCTir VALUES CITED HEREIN FOR ANv ASSEMBLY 5 04JN ss AS H GENERAL NOTES: RECORD BEEN USEDIN THE G SHnLL 9E R EEppUIRAS nl PANS Cpi1Tp1JE0 1Afl CALCULATIONS A5 I DOES NOT PRQVI. .DE ;T10N5EREIrT FROM .INFER ORR kECLFTER60 ,, OR USE IN ON MAXIMUM TESTED SHOWN MAY RE INTERCn NGEDAS FIem MAYBE MOUNTED VERTICALLY OR TED HEREIN. SHALL BE EMBEDDED TO Y. INSTALL ALL iONCRETE ANCHORS PER )ATIONa. r-ON5CBLE To IN8UTATE OR PRorECrALL IATERIALSTO RREVENTELEC7ROLYa79, HERETO VALIDATES STRUCTURAL DESLEN AS- ECIFICATION BY CONTRACTOR .t, e6 EE "TNIS NEEH O ALLCOST&DANA_GES ELLATE FEES RESULTING FROM MATERIAL ON, &CONSTRUCTION PRACTICES BEYOND THAT At, STATE, & FEDERAL CODES INFROM 4OVIDED HEREIN NO ADDITIONAL IONS ARE INTENDED. 5 OR o7N ER MARKINGS rD THIS DOEU MENT SLIOA7IS E TH-ERTIFI ATTDN NEN�Y LABEiE,D11 rTHA l.ljt!<n OF(1)LABEL IF 10A PROL UtT APPROVAL NUM BER VISIT ECALG/0131543 r.1 ;' ro'I .. F"l3 FI D7I-T 3 Iui P' NSr-N6HtN6E%PRESe➢0 STORE AMNT. FDRR ryRTg RfWt:ir� MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 9 5c $V AL,4T` a 2��IIt I.11 g 2g. 3� 24 y •$ It g@ r•'�� E I `H" Header O" 9' a Rut "U' HRede, O' 0' 0` .Ir + 24" 27 2? 24" IT 2T 2S' fi 'U" a 2x E Nader ,, 0" a' ➢` 23" 2 4'" ]5" 2T 64" P F 24" 2 T TG' 0 I 23" 24' ZriT' 3G" tr" 3Q' 23" 30• n- O 1 T+ ,IW,a" &I Maur"F' ad,. +4" 2 4" 2 4" 371- da". W SIT 2rl' 48" 24" 3tt' Sw 57' :S Tt 'F' 4cK 24 "S" 3 i` 51Y" =a 39" Sff SO' SEE 3 " t 55" $ O rW n a sAld 4 a M w4r as 2£ az" iT" za^ �a° ti- � 2z '. 'vs" Ir - a +` - a DTa CWI! 2d" -0e' BO" SS" O 'U lasts a T L. i3 24" 25' 2 Y P 24 Ia' 26' ffi P- AR b114 K 2 4 a4 d a.. 3P' 4a S9 av 4B' d" 48 So' 33' A R S` )tl .H f MaW t P 23" 23" i3` i 30' 3 ! S i 3CI' 't3' 30" T 1^ 3a' T G" ARk a a" 2d' 3S- Sa' S`Y 31 53 1e' Y ;13" 5a" Y \ H14 Ys5. HH £i. . 5t3t+.TrD.R -[r;vri :[6NOrt1+•r&. 'TG ORW6+ H v'AMLt INGT1,,1 t' '+Ah'"PS.EfTMOINVA,elt'.AWD ,i t4ili Lt ANL P c NE } b WOE L C. T: #s a"A* h ItfAry iT+AP NY.xi'kR' FON Na 'cS+APR#iU" 5r. 6Ah.. S. kE N ANEL lEN `i. fn s T flE %E-r1YENP[(NneM tlM.t Tir}fJ,,.0 , 3 TARE l4SUrO RF , ED %M WL TI,vilxr M UNT" I rVlI aAFtI W ll SS«2 Yxd it H I Ni Nr f C .' IT JNS SkA,k_,k f 1 3 P Yftt31 Nr HCI.Mk1 V FN ICNJ FCiiR_9 `zE P6 4S. sI ZS r StTAi+'r APx Oi'0' E5 TD ELT+I q rWl:x+raA WTTNCiUT enfCY B"uL'}pop Mqa 4N45, Nar+YH WPI, PaNE1 f S 4-.-i . S I kw b C i 5 A SRA 36 MINI. S " a 1 E+C SN M T aR RCt•C! _ LDSU ES >•IN PA+fC N wE t. O ( O M W P .� N, tPGR. [,Fr 1('Y .,BRAG. Wr WaL lG \.anomoN vH6WN tH ,rt_", .;FA+Nkif_ a D MT OPTIONAL INTERIOR FASTENING DETAIL L N.T:S.. C N P€ AS I R 3'^ 6 RE BUR In A' CS4R4irrRMM@IBiM'A PE E.:6TlNL cnnrnETr. Dl ,_._T AL, el:r ws; THE ,ca.r.4•a a_ vnLUr a'-z*+I(. nNc=r + 20-31543 tv.-._,N, -MAT T ATA.-?? PALE Ms1 ENR .- • ESP 1,, - R491IL2Etl[SPTICNI OPTIONAL EGRESS PANEL DETAIL - S, INTERIOR FASTENING rm,iK.MN,ROo. H, 1 .2,2501, OA94, _-1.99D 2i50" � 7 •.t ti -III Ir�i' "'So" o,7sa � a '. -r a" Lvk' rs.r�'. (09, 1 11�0.034" w Q 125„ D109` F g � 625 O N ffi 3 q.094 "; 694" �- ,y712D' ti TYP '�ui TYP ^, v; 8 T -• aC s -U3 0094' N OF2". Ti' ,D44" rti _ '1 .'�,,.aH vi �:.5 m _ D A62" N 7J o.a62 }� E - N J 99D" 930" T-O.-25" i N RI I t 3 5 � 1 '. a. 7 ,Oba O.. 0 2 i �` �- D D" I- za +{ D 6 Y , P .,Z D Z � ,,, P I �bb -I " (- T 2OD6° 2.000 .. 36 y a50. � ,,, � w 1x ,I Gs " a Doo a 20 .121'• 1,180" r\'H" HEWER "U" . D R ,41 aWLD•-aUT'U' HEADER t! R�-.d-PNH CLOSURE /Ss'N � C W -I)j �.Am Y, 3:380" MAX. 0.313" ;r § � Jl-" 'D, 1 i' F _ -i'sl 1.560'4-- 1 �560" 7510" •• " ,r $ 0365 D4 I; 5 03 33 76 0. O 55 D. o G 1E L a D.655 d 14 I 1 9 a-' O. 7 0.190 F- N �t . E GE r �_ � as 2 SDO" P Ei COVERAGE- I I°' 0.524" D'290� �0.050" o w 14.875°PANEL LENGTH I TT . -=(--F LERECTIO 5 .15D" � by 7A OA. PANEL. DIRECTION m '-' ` '� - NAY EE D:D85" 0.a50"' T�,0,090" 7-, L_o o9o'• ,I _ u+vl-m;tr, .2 ,ZLS 0.71o" Ito.1,,,.- o,3O5" " TYP TYP. zl 0Z 0 D9-O.10D" in U nULD-OUT't' TrA, 7 6 'F' PL TRACK 0.090" , A oY 0,957" ' V! o YANGNUT KEYNC E ER NM 4 ED 0 375 --ryry 0 " N 1 u. i o_L9a•�y 0 Z 11 'P LEG n w Ili FI NAN ` 0 2 OqI a UaL". ':. _LL'Lbl-3.DDo".'P•1 REJERSED rt< fl'G!' p r rL"TE�r ...h, TY � tyL-J < � Ly y: n , v..ar vat 'F": ANGLE - _1rtACK tE%TENDE6I 5 A g R I.y . I„Nit W. b = 8 m ,,,. , D`: ci `I-i LAMP O �j 1.9p0" u..1. ,"... t" AI-1u - o -OVERLAP CC:I;'.":C �'.+ �N 1� I \ , •SS" MAX. ' 4"MA9(„: CDRAERCLOSORE DETAIL i v . ;rig, a.lBe ] a e p fl ,a6' Mau, 3 wax '-I .. P,LLI BUILD -OUT - UT,_nc'In- .LD 0V',,'7',-.',','�N . . ss: v..� +�r:J T-E A 05A CE F lhln I N Wt'd F111(lI t-: [IW HN I I I M I ,c Q R.I,ti. _ . P.,.-;uJfl n"16r I'rfr`1 ODD° �,Q /'svin-I l:.. ' :IL' ::• 1.alt'! .F L ='SI = L ) I - EMBED tl i.O06 11 a.. E"1 + _rz':ff�' P :..sr "`-_ a srecl.E IMP § 3.$?IT'S �1F §6E OVERLAP o >u z�� A'-3 .i. MAX. /} x I MINIM ....... w s x C '.,�`-.25" MAX II.T 5 1.SDD" LL .M'P nT,r:a .IN }_s vti _ FE911 .1 Jlfy 1.500" _ x ra, 1 1 - 1 L,. ,. , E r=n �A+ - . 4'• MAX,-.; MIN a t�:i � I i ut � � F N , r � 4 "1�I Lla. $5 "1,1 69 Ep CLOSURE DETAi1 -P' -- t. H4., 19 ��11 Eh1BE0 +. <- „mom T S t9 Ju th.TIWP NDURT CLOSURE DETAIL :.TF n n,..,r li€� V N.r 6. A.a ibR ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS PANEL FASTENERS@ 12 V OTC. ® - ,�®f�® ®®' ®® ®®�® ®M®LCSa Eer��®®�er��N I.L•aiiSl�®t1JYi:Ls� I® M®M®llI!2l2l1l1[® ®E�y�grE�gr®® - IN ' M®EiLL�IiS. M ' ° ' >1E;_M�.,I MIM M! MISOMMIE113111IM111 ®� .tli... - E��®' MENMMMMMEMN ®® M ®MM®CSIIaIt[T MM P. ��Wm%///,'%///% %� % /G�%'/i/,,.%"l%�1 %/////''//G%/%%11,01'r///%//%/ / ,„ l /r%% Q1%%A/l0/ , EMM f �/� �E�//%//; i%/ �MM%J%r.///ii�®E�%//fiV/// emIm%//7f////%mmnmllllo,rw/eI �o'i!/�/f/, P//% ® mrwlz7iri/vAmmm lll�rlIA®EWI �%Fl/l .. NINENOMMM ��r!8� M OME®LNE� 9M I ° ®® ®° �MM®KMK8= ® - INITIM111111111 no LLam�• [�5�® ' ® M , ®'E®' -1 ti 'tT, I '" AIniD61GN aNCNpR PREBSURE TYPE r9- 4PAni P IUD-t u nN Iry Rf te_I,' "COIIN .•ul,Iil,r III I"III• CONa TYPEI '3 C3 CA TYPE C] C2 C3 C4 COMN TYPE C1 CZ C3 C4 1/•I c2"EMBED a3 Al. I,:,- 41 q�.�.I..�..�� 49 Li�+»'F+OMs+� E2 T2 L25 Soo 160 6' ]b 12S 160 1 ] 6.9 5' SZS 1 E0'T`v0 bT" iz.5 id Ott Se.➢ &:e" Sz-S 15 D" 1-1.6.1" ,2 5 ➢',.R 6.0" I.I.S' ]o'a 160' 7.5' 12.5' 160' 14,7' 6A' 125' i6D 147 0" 12.6" 12 5 - IMO 16 O' E O 4 1 1 7 6:9" 6 D" 1z 5 1 2 5' 160"547 15 0' 6.D' L4 ] ➢•' 6. 1Z S' 32 6 3E.II'14.7 D 6." I❑ 4 6 " 1' i ➢"' O S 3 r M,1 T'CM6[I' V 33 1900D 6CREYI 41 41 32 72 114" x -1f4^ [P1B[D i 33 TAP OntR'OFA6' 41 yy 40 '1` 5a 72 25" 164 160 0,1' 125 160' 121 7,0" 125 16D`30 a I 63" L25' 150 141 81" 125" 160' 97 56" 125 160' 97 56' L 5' 2 5' Lk,61 125" Sri D 1L0 S9 0 11 ] 16-oll 9161. "0 D` Sri. 1& J D" N 4' 5.61, 12 5 12 s. 125 12 16 0" 1N:o' ltr 0' 1 0" 4 9 , ,,, 9 E 5.6" 965,6" 11 5 12 6 ] 6 I 126 12 s lfi D' 9 6 5 6" iN-U" fi 6 i 6" 260" 96 5.6" 6 " ] ] .0 07 L3 $" lA D' 19.3" 12 5 16,0" 9. T" 12 6' 11 S 16, e" a.2" S6:n'E 9.1" 12.9" 16T)" ICA" 12.5 iLL 91" 12�5" L2.6. 15 0' 10.5" 160 9Y 12 5 a25 16.0" IS..., 9.1" 9-1' i2 5' 125 15, i6 O" 41. ""'x 58.EHDED a3 J RI I iYlf# N + ItA Y 41 1•Ib0D Nu6HIRC be yy Si 'P' `"= 72 L". " 4 s i 0 E6 b .a": 1 z 5 1s,5" 6 " S.Se' 6 12 " S 4.W a.e 3 12.6" SN D D 6:9" 12 6' 16,5" q.c" 9.1^ 8.25' Y2, 4" 4 B A:1" C2.5" 154 59 50' 6125, 2 12.0" 47 10' 6 25 123" 47 4:0' .6" d _S' 2 d 7 fi 25 12 Y, 4 -0' 7 6 24 2.3" M U" dP tr25' 123 4.7 4.0" ..25I 123" 9.i 4A' fi21 1.3" 4+' 4.➢" AN H R T C O NOTES: L ANCHORS HEOULE .APPLIES TO PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES C T ALL R DER I H E5 MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. EN7ERAN OR SCHEDULE R85EDONPANEL FASTENER SPACING THE EXISTING STRUCTURE z c MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDETFICATI N O CONNECTION TVPE1 . 3. PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION INiTH ALL MOUNTING EXTRUSIONS F"TiACf STUDDED ANGLE, ETC U5E 525"O C PANELFASTENER SPACING TABLE VALUES FOR ALL "H"-AND "U°-HEADERS INCLUDING BUPLOOU7 CONDITIONS) A ( 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5, HOLLOW BLOCK HOST$jROCTVRESHALL CONFORM TO ASTM G4p BLOCK. 6� MINIMU M EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 PIT MU EMBEDM ENTANDEDGEDI STA NCEERCWLTJDE55TUCFOAM BRICK AND OTHER WALL FINISHES WALL FLNI HESSALLBE LIMLTED TOI4 MA:00. HALL E ERIF1ED eY OTHFRti TO $ H % $ B N ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE 9. CONCRETEA CROPS N9TE HEREIN SHALL BE EMBEDDED i0 UN-CRAMD CONCRETEON LY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY,FIELD VERIFY THAT FASTENERS ARE INTOAGEOUATE WOOD FRAMING MEMBERS, NOT PLYWOoD, FASTENING TO PLYWOODB Y 5 LOSU RE ICES, ]5 HORS A LE ONLY FOR w F G PIECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED: IN CENTER OF NOMINAL 2"X4" MIN. WOOD STUDY EDGE DISTANCE IS ACCEPTABLE FOR WOOD 1{ MINE, WOOD STUD SHALL BE 'SOOTHE PINE"Gs0.550RG .TER DENSITY TAG SCREW FHA I t AD GREATER Y SHALL. HAVE PHI LLIPS PAN HEAD OR HIX HEAD, L L. REMOVABLE ANCHORS ARE DEWALT PANELMATE a ALL -POINTS SOLID -SET BRASS BUSHING- L2. MACHINE's_ SHALL HAVE 15" MINIMUM ENGAGEMENT-0 REA DSI D THE BASE RENS T E) A .IWAFER INTO A ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OIR WAFER HERO {SIDEWALK BOLT) U-N.O. 1.3. MEAD MUMEMBEDMEJr ANDEDGEDI5TANCEEXCLUDES STUCCOOROTHERWALLFINISHES.. 14, M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 15. * DIRECT MOUNTING CONDITIONS_ in. LINEAR INTERPOLATION IS NOT PERMITTED FOP- USE WITH THE ANCHOR SCHEDUI.E6 LISTED ON THIS SHEET. N H -,.._, N N c- N C6 N � -I.., U O 0 = M -0 0- O O -2� O O ^o, W O _ . Cn O L UCo 4 0! Z W J -4-0 0 L. W O L_ U) 0- C:�L (1) -4-# U =3 C0 O L. W/ � /°� V L. W W c G Q Z Z ___I IZ SHEET NO. SH 1.5.