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6862-6892 Ripple Pond Lp
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 _ —T BUILDING PLAN (Rights — 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN L1 LINTEL PLAN & DETAILS ABBREVIATIONS _ — FP-1 FIRE PROTECTION DETAIL ; SIN STRUCTURALNOTES AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room SN 1 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air - AC or A1C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAID or Rad. RAG or Rag. Radius Return Air Grill _ S3 --"----- -- MONO DETAILS AFF orA.F.F. Above Finished Floor FP r F.P. Fireplace oREC or Rec. Recessed _ _ AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle - --- - - - ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BILK or BILK. Block BLW orm. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanize d GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter p GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board REF or Ref. REINF REQD or Req'd. RM or Rm. R or Rnd NDIN RS, or R.O. IRS, RIS, R/SH or R&S SD or SD. SGD Refrigerator Reinforcing Required Room Round Rough Opening Rod and Shelf Smoke Detector Sliding Glass Door _ � � _ r _' S5 __ SS ----- D1 WP ---- -- PA1.0 - - PA1.1 DETAILS _ RETROFIT DETAILS - ---- ---- ---- - -- --- --- FRAMING DETAILS WATERPROOFING DETAILS -- — — ----- - ---- - -------------- PRODUCT APPROVAL NUMBERS PRO UC O U - - PRODUCT APPROVAL NUMBERS _ �i DD ®DDD 0D®0 ®DD0 DDCD ®CD . -i �CD DD�0 CDCD CD®0 ®® �000301, �� ®® ��M ®® ®® , .. .., ': ... .-. ... :..a s ••�� • '••'�• - �' _ �<' � • _ • DD00 _ . _ S. � •• •'µ -� CD_ � .. .. �• • ,r D�DD ` r �DD� .. - ,. - a: '° e r ••' • -� ..,.;. .. .,... .. s.. J :... ....-. .. .e i .. �. ... ^ �� - ,,,,,-> BRG or BRG. Bearing HB Hose Bibb SH orSh. Shelves PA1.2 PRODUCT APPROVAL NUMBERS C Carpet CAB Cabinet HDR or Hdr. Header HGTorHgt. Height SHT SHWRorShwr. Sheet Shower - PA1.3 -- -------------- ---------------- PRODUCTAPPROVALNUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications ----. ------------ --------------------------------------- CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL _ CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SQ FT or SF or S.F. SQ orSq. Square Foot (feet) Square � 6 UNIT TOWNHOMES --_- SH1 2 - --------- — - __. HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community COMP or Comp. Compressor KMIALL or KNWall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine ------_-- SHI A -- -- -------- -- - --- - HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CONN orCONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lav, Lavatory TEMP or Temp. Tempered — - - --- --------------- CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical -- ----- -- - -- - -- - - - - - --- - _— -- ---- DISP or.Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror. UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise - - ---- - ---- -- -- - - -- DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ELEC or Elec. Electrical ELEVorElev. Elevation EQ Equal PC Pull Chain PEDorPed. Pedestal PH Phone W/orw/ WA or W.A. WC or W/C or W.C. With Wedge Anchor Water Closet (toilet) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT E LED OR WHILE IS SIGNED AND SEALED EWorE.W. Each Way EXP or Exp. Expansion EXTorExt. Exterior FBC Florida Building Code PKTorPkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf WDorWd Wood WDW HDR or WDW. HDR. Window Header WHorW.H. Water Heater WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE VALID CODE REFERENCES ARE SUMMARIES FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire WS WWF Water Softener Welded Wire Fabric (Mesh) 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 DesignerlEngineeriisted in the titleblock of these documents that these documents be accurate, providing Licensed 01 /2 1 / 1 1 1.0 NEW CONFIGURATION Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 08/22/ 1 1 1.1 REV 1 501 KITCHEN review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 09/ 14/ 11 2.1 VALUE ENGINEERING REVIEW 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 01 / 1 9/ 1 2 3.1 S HAFT L I N E R DETAILS Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 03/ 16/ 12 4.1 BUILDING CODE UPDATE Payments will be made in accordance to the terms of the agreement. 12/19/20 5.1 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 02/ 18/22 5.2 NEW PLAN NUMBERS PER C.M.ny manner for control n the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. .4� ,ae9 cue > W C3 o x M,C= r y - C4 .0 3 �z Q. E co,, o RE% 1�o 1 • ....... r n((jJj //I rYV/ql� 672- 7 y 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 0 4 3 O N 0 00 4 N W 0 N CnM0.� u- a- J LL U 3 LL o 3 a - Z 2 � _ m m . I @ o o W 0 m N 0 O cp. m Lu Z aD N 0 d ILWco Z N 00 o0 W ❑1:1 2 N O o � N z o � r, y ^ M v I Ah C lJ p 4, NAM Ou, o N r-- MINW J ° �q S L 0 o m o w tCi M ¢ zo� z co E O pwo O u.. ~c= z Q N ZOO oa oo D0 o N az o � wW tr � z � mo C _ c oY o, Z 'z z z o< Z go N { 5 > U. �0L a w CD<a o a 0 2 N LO CID ai m ca O > O 0 J r T N 0 Q u Cr CC,-- M 60 U) m o 0 N LO (0 00 p C� E CN O 05 Q CN M L C600®00 ai r M CO 0 z z E E FL 0 U Q JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. TEMP BIR SHOWER ENCLOSU ON CURB I L2" 2, 9" Z,t� IW�ffi1!Id1■ INTERIOR UNITS REINFORCE WALL @ 36" A.F.F. FOR POSSIBLE WIRE SHELF FLEX ROOM SHOWER REINFORCE WALL @ GRAB BAR PER ADAREO.� 17" TO 19" A.F.F. F 0 0 0 6 o o o o O FOR POSSIBLE WALL HUNG BENCH SEAT o PER ADA REQ. WASHER DRYER (OPTIONAL) (OPTIONAL) 2x6 BACKING LAUNDRY INTERIOR HOMES SHOWER OPTION BATH 2 ADA REQUIREMENTS - BATH ❑0000❑ O V YY 32 2'-0" 32 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.OE 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" (A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26,6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SINSHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / —39.7 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 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R302.5.1 through R302.5.3. RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required R302.5.1 Opening Protection * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between REQUIRED STUDS the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU R.O. FRAME Ducts in the garage and ducts penetrating the walls or ceilings SIZE (Flange) (Fin) TYPE 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. 12 20 X 26 X 25 18 2 � S.H. 13 20 X 381 18 2 X 37 S.H. a R302.5.3 Other Penetrations 14 20 X 50 s 18 2 X 50 S.H. 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. 15 20X63 1g2X622 S. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1 H3 27 1/4 X 38 2 26 x 371 S•H• The wall separation provisions of Table R302.6 shall not apply to 1 H4 27 J X 50 s 26 x 50 S.H. garage walls that are perpendicular to the adjacent dwelling unit wall: iH5 27JX63 26X621/2 S.H. • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. 1 H6 27 J X 72 26 X 71 1/2 S.H. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 X 38 36 2 X 37 3/4 S.H. $ than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The 24 37 a X 50 36 2 X 50 S.H. a 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 25 37 Ja X 63 36 2 X 62 1/2 S.H. 26 37JX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or 32 54 X 26 52 2 X 25 2 S.H. other surface below on the exterior of the building, the operable' window shall comply with one of the following: 1. Operable 33 54 X 38 s 522 X 37 J S.H. 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. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 522 x 62 2 S H' 3. Operable windows that are provided with window opening 36 54 X 72 522 X 712 S.H. control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S.H. Chapter 45 Private Swimming Pools DOUBLE 39X59 79 X 59 N/A S.H. Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 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 � MENNESEEMI 9'-4" TOP OF MASONRY WALL i • OF MASONRY WALL 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 LIVING AREA 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 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) UNIT 1397 -FLOOR PLAN GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) SCALE:Y4'=V-0" n G.C. TO COORDINATE PLUMBING TO AVOID /-1 CONFLICT WITH STRUCTURAL WD. COL. N 0 N - c 00 o C,4 > W • � m X a N y O f0 d a, E � c v; Q co L fN G -� C � o a U 0 a. �'•ti a•S �•b�•aa� S E s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W E 0 a 8 O N � ci N o C r 00 y C Y � m U-) N U) N � M v " Q C J W _J -a Z — -O 2 Y L (6 O O W 7 '@ N 9 W oar W U)°' °' m a � Z U) coIL z N OU o W 00 V M Z N M o z QNQ Z O Q r` M N Z (D_ a 4-1 c/7 a (� w = V° O c g V) Laos �N .. c6U) C-J _ Ei U 6 r~ U) 0 m N II� Z M zo 3 J LL 53c ¢N Q O E U Wo z® oa H x 00 z O ro w �z O K Q w z (V W L o G o m rz Vi Q o� 0 zF <z O Q > rn W W wLL I F Qa o �o a v zla v 3 0 CV > LO Cn o m 0 o cc LO 0 0 N f r C Q 0 M 0 � d Q 07 U 0 60 Ch EL CD m +-� O N LO 00 NO �—. r ` N o 07 <( N rn Lo III 0000 r E Co E CM �; Z z :3 E io Co a E O -O U � a¢ p� C _J JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 2 -- 4" T-3" T-3" 6'-10" WIRE SHELF 0 0 0 ® o 0 0 0 WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY L--- EXTERIOR HOMES SHOWER OPTION BATH 2 -1 KITCHEN - EXTERIOR UNITS REINFORCEWALL @ 36" A.F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER ADA REO. REINFORCE WALL @ 17" TO 19" A.F.F. FOR POSSIBLE WALLHUNG BENCH SEAT PER ADA REQ. 26 BACKING y Mgt ADA REQUIREMENTS - BATH 00 0 v 27'-0" 0 H O 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 H 6 (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 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO 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 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 R.O. CMU R.O. FRAME Ducts in the garage and ducts penetrating the walls or ceilings SIZE (Flange) (Fin) TYPE separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 X 26 18 X25J S.H. nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations 13 20 X 38 s 18 -1X 374 S.H. 14 20 X 50 J 18 4 X 50 S. H. 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. 15 20 X 63 18 4 X 62 4 S. H. 16 20 X 72 18 � X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1H3 27 1/4 X 38 $ 26 x 37 4 S.H. The wall separation provisions of Table R302.6 shall not apply to 1 H4 27 X 50 $ 26 x 50 S.H. garage walls that are perpendicular to the adjacent dwelling unit wall: 1 H5 27aX 63 26 X 62 1/2 S.H. . From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. 1 H6 271 X 72 26 X 71 1/2 S.H. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less 22 37 4 X 26 36 z X 25 1/2 S.H. 23 37 X 38 36 X 37 3/4 S.H. 4 a than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The 24 374X 50 36 J X 50 S.H. a 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 25 374X 63 36 JX 62 1/2 S.H. 26 374X72 361X71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or 32 54 x 26 52 X 25 S H other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable 33 54 x 38 $ 52 X 37 4 S.H. windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in 34 54 X 50 a 52 4 X 50 S.H. 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 35 54 X 63 52 J X 62 2 S.H. 36 54 X 72 524 X 71 S.H. control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S. H. Chapter 45 Private Swimming Pools DOUBLE 39X59 79 x 59 N/A S.H. 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 9'4' TOP OF MASONRY WALL ii �lDilili�ililililil�liliS 1 • ' • • 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 1.04 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 UNIT1500 FLOOR PLAN (GARAGE/LIVING) SCALE:%4'=1'-01. n G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. a eel', 1- Lu W O N c u- o., N' cc O i •y O N t V1 d 0 t0 d d u=a � 3 � c � m c. n. u O�:• 'm`9 • •oSV �e 1`d�� g � �ii LfJ 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. H W d E 0 a 3 0 v0 C C ��00 N N N v�NC) 4 C J . W -J Lt.. LL. a warn o Z13 L w 0 Z L -C13 I% C� Z� 3: 0 �e W U) w m J Z L0 Mz a LL LL0 MC7 ;^ N r U U O Z W ❑❑ M !P Z N M o g z N Q o a M U)Lr) z v � w .cam. 0 w o V1 69� �V) (� r- ui U w E I S t � U o N d m �m� O c w M z3 Z lj E 0r z>9 o e Z a� Z® CU H - 0, U O Z, Z O ru N a a� 0 wz i ¢o ¢ w� r0 z Oy m O O, Z Z m "0 az ¢� zz O Q U O 0 ¢ a 0 w W wLL �z =3 J V zl�r ¢ 00 3: 0 `N .L >LO CL o > °o J _� r 70N 00 0 0- Q _M Cr 60 U! Q O m +-+ C14 0 (0 N IL.t W CN co .� Lf� N IN o Q 0-5� LO O 0 r o E M E M z z E y 0 @ a E .. a ui 0 -1 Q o � JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 3 COMP 11 1 If COMP -8" NIT 1500 NIT 1397 UNIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. N N O N N 0 O ? W o p C cc m � X a, as o- w � 'CU VO 3 � • °' u 0, to ? �' -• `J.. = E � c 0 ��rasA5EY4i�CrCKfF �r� nib•"•. U "o . , f 0, _ �•3�� w� ;• \ � y��� fig, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a d E 8 U 0� N o W to�. oo r N fin cntira CD a m >3 1 C LLZ IL UdwJ 13Z LJ Sz a- O = M C14 0 ILW m Z� 0 Q z N() OUZ W El El Z N M � O z z o J ti M 1W V O LL T W Og (n YZLn W N tAVLL c oil a. N O 0 ¢ O 0 N m r` (p J W M M o z a J L.L w o Qo ¢ry E 0 w j Z ❑ a F— (Q X �U <ao� 0 0 Q Z O @ c� i C 8 ¢o W Z � rp i Y y m� o O K Z H J m Q W g'0 a� Ct 0< ZZ 50 m w W ¢0 'a� Uz 01 O M co 10 o ¢ ' 0 a 03 2N 0 L > U-) co m o 0 > 8 L.S p 0 Cn ICU o Cn Q 00 VJ m Q O � (14 Lr) 4— W o co Q LCi N N CD � N rn U-) Ln pp /� /-� 00 W O E ca �\J :3 M z z E E N ca n U J Q ClJ JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 4 !: {,��,�'',��: 4 *y`,t t:.t a-:} i; .f.:l - • a f .i. _ _ ,r, _ f- 3 •� ray. `. r , t f� ' .- ... � .... .. - . s:..,.!',., SGR� _, � �1... ...5 .. ..:.. t .-� _ � ..i1. n .. ,..1 .:._t... �,.e Fi. s::..fl. ..�. ...• ... .. ...� 1'.. 4.. .. .... .tea. .11 =>s;. _s 'I. .�. _'!'21:.' �u- .'ill. ..s 'S ..t�. •.: .. .. :.�,: �-: � . _ ... ._ ... ... __. ..-. SYMMETRICAL 26'-8" 26'-8" it 27'-0" COMP COMP I I■ ---------------- i . � ' � *---------------- ■ COMP (V I — — — — — — — — — — — — — — — - - LANAI - ;:_ LANAI I LANAI _ ' I t _- OWNER'S OWNER'S - ■ SUITE SUITE ._ ■ OWNER'S - SUITE ■ LIVING LIVING ROOM �_ ROOM - I i otc) I I LIVING - I I O. BATH WIC i � 1 O. BATH I i WIC I i I 0 i ROOM E _ I 1 I I _ O. BATH I I ° I C - = DINING i i i i DINING I I I WIC Fn I ---------- II II-_--_ FOYER I TF \ -4- / O / 11 t FLEX FLEX i '% 0 i II ROOM ROOM I 171 I qCf fliI �I - a KITCHEN 2 KITCHE -- i i i i L- ITCHEN r DINING -C �Lii II O IIII11111111Iillllllllll 11 11 1111 ° IF771 AH I I � I I BATH 2 _ T- I LAUN. :DO IN. -- - I BATH 2 BATH 2 FLEX ■ - C InI T ----- 0 o ----- i W.H. AH o ROOM I II II - W.H. O -li I\ /I I tf— —A I\ /I W.H. O II - I\/ _ - L1-j FOYER = FOYER T BEDROOM 2 BEDROOM 2El i 1-CAR GARAGE —. 1-CAR GARAGE - 1-CAR GARAGE --■ r-- -ENTRY - ENTRY ■ ■ - fill - _.�_. — — I — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — - - I I I I I I I 1 I I I I ■ I I I I I Ell All I I r ■ BEDROOM 2a - 26-8" 26'-8" 27'-0" 80'-4" SYMMETRICAL UNIT 139 UNIT 139 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. !\I C%& N o N -a W I ti r2- ® C f0 ,, N m N LL ca- _ cn v N !V a N � c WIV 0 3 cm N fl• a In, U L IN' v C= °• 4 'v �c L OV S"S}(:/e` 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. H W a E 0 m a q o C . En N N C, H �� LL Q N J C J �- J lL n- - O 3- Y . m c Cl) E O 0 0 W E 0�6j6' m w W Z co Nz d J Z N O U 0 W z N M 0 o z00 N z � � 4 J V) aQj `o VC• C6 ,U � .� U OLIJLLJ U r F— J I C) o " 0 o e m C w z M o LJI_ E z oz Y N 6N Q E OU Z® ❑a �a -o o� Z O E �p az �L o<o¢� .Zf m � ZUJ y < � QzQ% z rn og z go Q O W d N F W 7• � (� � ¢ o I Y J o O <F �o F co ter' zla a `N .N > In ui rn CU _ O O > Ln o J N L— r O O M CIO 0 a Q _ 60 U) m a CM O r 4-a Q Q N L0 00 NO Cfl 4— LO CN N N rn LO Ln CO �00 r � z C Z M Na ca a_ (� J Q 0 J JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 5 e Fy �� ;1 �J;�w 9''r' ���.�, .�. .�., - 1'�f'^�'a. :,,y; j. 1 :i. ly _ W l 3.. 4 4 .f',. iR. tK ) .'�t� _ L� -� of C', '.(.�_� �' _ yL .t r .4 ...< t.:i AS t :r. 'n .i- ';�i Y I f�l-� _�'�..T� Y. �.(.. I. .. $'.i�s<"S':.C..ti� Si: �� "� ...6:.' [ .. ne.L-h:..:.. �rsl _ �i: ti.ii .... r.i . / .. 'e2't�� ..,ti_V.'- SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS 12 _ T r 12 --`'�=-- - - FLASHING---__, FLASHING — — — _ ��__ _ _ — FLASHING — — — — FLASHING — _.sue- -- ��-�•� '- --- -,�-.- TT a r 12 PLATE PLATE TIMM _ — — — —EXTERIOR CJNVEEP PLASTER ON NIMBI HDR HGT. FRAME __. o 6" S4BAND -- ' 09 "—i'_� __._�CORED "SCORED BAND .._-:. (2) 25 SH (2) 25 SH ` '" "' "' """ "`" (2) 25 SH (2) 25 SH IiLfl �Jffi 77 T17 F 1. _ 8"SCORED TEXTURED 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR RAND CEMENTITIOUS TEXTURED. TEXTURED FINISH ON C.M.U. FINISGEMEH ITIOUS CIMSHONENT[TIOUS .0 (TYP.) FINISH ON C.M.U. FINISH ON C,M.U. (TYP_) (TYP-) FRONT ELEVATION_ SCALE: 1/8" = V-0" EP EXTERIOR P ASTER ON — — FRAME — PLATE DOOR HDR HGT. FIN. FLR. SAND HIE] L I \ 11 11 1 1 TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) SHINGLE ROOFINSTALLED PER MANUFACTURER'S LEFT ELEVATION TEXTURED CEMENTITIOUS FINISHON C.M.U. (TYP.) TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP) REAR ELEVATION_ CEMENTITIOUS - - FINISH ON C.M.U. - FINISH ON C.M.U. (TYP.) (7YP.) TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION_ SCORED TEXTURED ELEMENT SCALE: 1 /4"=V-0" FOR FRONT ENTRY DOORS SCALE: 1/2"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Ex anded metal or woven wire lath shall be attached p 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. e e Wood Application: 16 Ga.x1-1/2" long (3/4 -1 'crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs 6" O.C. 9 9 � s @ 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 All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cv car a � o i--® C W " -a adm..x `ih �._ , ; 'W',bg � L i d G'L _E v r NY �s "i r-- y Q �•J �<' t+:3 � P f 'a � 0 it9ddll3@It' 14 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. Uf W vE O ENE _Q O N O 0 +°� 00 a N W �L6� n V C.:-I U� W Ca U)c m O co N 0o g W U) °' M w Z LLO CIJ Z Q J CO IL a N O U Q c0.> Z 0 In W El El l�J M c- M � N M w O 0 z Q O M Ln z II CD a LLJ a V 0/1 , , , o v ' coda c E = w v U) N Os r- o w M o 3 Z � LL E �� z Is E o od — x� U a` 00 � GQ o E (V fu L U < o Qra Ca Z w w ZZ o y U ym .0 O, z U GW Z N N ¢w o< GO a0 nw v <a -W =� o wa ro EJ co 10¢ q a OF U 0 CV E2 LO Cf) C rn ® O ` c� L0 0 '� N r 0 M O � 0- Q 07 60 r U) m a Q � � ® (0 N Ln NO CD .S]00 G'1 N a) � Ln c6 00 ® r � O Z c Z M N E �, � n E 4i U� ¢ o J JOB NO: . 22-09484-09479 SCALE : AS NOTED SHEET NO. 6 ELECTRICAL SPECIFICATION 150A/2 LCINDOOR PANEL CENTER NOTES: 10 #14 to rights & outlets NEMA 1 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR 150 AMP/ 20oAMP 10 #10towH MUST VERIFY WITH THE 10 #8 to Range SPECIFICATIONS FOR THE TYPE 10 #6toHVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER T LOCATION PURPOSES. MAIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDINGWIRE TERMINATION PER j 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 PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage —general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DI3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Tq TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER WWII ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G Y J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EXXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. DISC. WP GFI VERIFY METER LOCATION WITH BUILDER v l l2'' I TR I v I I 2'' �P I � vi`TR I,PV 2^3e0NS0 r T k N I. 3 R I�IT o �E i T�6 i G y 3211 " 4" OV 3° Cif TO MAIN PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1397 — ELECTRICAL PLAN SCALE: 1 /4"=V-0" N N O N ao N l-- V C:) C d� > W o N d C R Q %cV d o a � A T CL C Q _o 0 CV GW 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Uf W E 0 a 0 co 8 O W N 0. r N U)� 'Z � H M O J LL I't' S55 —a U y p- . w a4-7 Y Z 4o cv Z @�_ n N O W C15 9 O1 m Z c1 M'ZLML IL ¢ J ZN OU < c) W El I] Z N 2 o 8" � o Q J — Q_ ll, N o 1 W U4-1 w j� 'tfr U „ o OWN �. U J r— L U"•-. inkU o N 0-- 'D Q m ®® o C.0 w M o z � E ;E o �° a� z© oa I_ _ R0 U �o O 0 d F o U Q az N t L wo ¢o �w m� � �_Qo, _ z U o Z N m Q W U) N a� o< Zz g° LLa N W W a� F_ �0 6 Y L = O CID wQ a0 zla 0 3 0 CN .L co O iD O O > cc Its O J 'c N L- r O O Q CL _M O M 00 Cn m a Q a--+ O (0 N Lo 00 NN co CN o ZD Q M L CV cs� 00 CO E w O O0 ns CO 4i Z Z E a `m 0- 0 U -j Q 0 JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 7 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. 150AI200A INDOOR PANEL CENTER MO 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA i 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI 3 to WH to Range to HVAC 150=210 200=4/0 in 2" Conduit — 4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699, 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET KD= 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 6. _)4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �{ FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D 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) © TELEVISION (OPTIONAL) FTV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL f DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN Q, 0 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. VERIFY P/ LOCATIOt BUILDER Wp DISC. COMP. . � 2't V R T r� I I �PV VAR � 31t 311 VVG 5� 2° 2° I 311 " 3'� 2 V i 3tt � �ITG/ T� BENT I i LAV 311 311 Oil i 131t T C Ug SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1500 - ELECTRICAL PLAN SCALE: 1 /4"= V-0" ,N 0 crr N Il— � O g := ® ' W o C C6 V N o am x ,y S47'C L V> .may C'-4 .� US l9 4 2 W C 3 �c :w w _E �Q �v GV CN O CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W AAft vE `Q V N � N r co y m ,01w Yf � r r s J i M ll V C J u- Lu to LL LL 5 ' 0" Z 0 W — 6 d Y 0,1 WL c6 0 wo o:go, O W to °� °. m ul LL,.� � M Z Q M N O U Q CJ 0 to W 00 v M � Z N M 0 0 z a4, ta.- U) N N M �6 ch .o uj V O N ty o 01- N =Nis .) Z .0 U oo N O o CO w M ¢ zo z ¢ LL L? � O o z Z � Q Z p oa CU U rCS �o U wp � U O E C1 O�Q ao wo JCL az N to ¢to o �w m 0 - m z J 2 01. ¢ w �z to z0 aU a) SL O4 w d z mw C g ¢o ~ az G 10 a °zla o 3 0 2 N >Lr) Cn co rn m O \ O 0 0 Ld s J Ln 0 o O Q M n r / �_ Cr U N O M rn Q CD r Q 4--+ iY ® � N U-) N QIn N CV M O U-) c N �' ® 00 (0 0 r E O z to Z � M E N y v `m E U_j Q 0 c _j JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 8 - 1 ... .f. n N.. ... ...r - ...,u-!r.,,., -:� a ......_... ->. ",� _.. u.........-. r. ,.._: .r.. ,.... : _ ... n:,. _..... .. s _.. .. .., ..R �, .e�Is _ fia. 4•^xa,. r. ., _ � 1': -}e. .:'�r� ... ... - 5x5x3/8" A36 STEEL BASE PLATE? 1 IT Ol1 51, 1 e SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN (FM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 80'-4" 26-8" 2T-O" 26'-8" 13--0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" T-8" T-O" 3'-0" 3'-8" 7'-0" 3'-4" 3-4" T-O" 3'-8" N L A :AC:PAD] AC PAD A L N L TYP. AT AC PAD S3 S3 S3 S3 S3 S3 53 LANAI t t — - 2'-5' x 2-6" x V-0" // 5'-0' x 2'-6" x V-0" 2'-6" x 2-6' x 1'-0' ■ I I ■ wl (3) #5 E.W. — /, _\\ \\ w/ (3) #5 E.W. _ III---- II --� o� T (2) #5 VERTICALS o WIIN FILLED CELL (2) #5 VERTICALS ■ I // I I \\ ■ II (2) #5 VERTICAL I II I WIIN FILLED CELL I / 00 \ WIIN FILLED CELL co■ PVC A/C CHASE (2) #5 VERT CALS i 00 oo //OP I \\ M WIINFILLED CELL I ih I 2'-10" 8'-0" M 1'-6" I // \\ I 1'-6" 8'-0" 2'-10" 13'-0" II I 8'-0" 2' 0" 1 II _ _ _ _ /-311P' II CJ _ ■ ■ I I I 11 _ FOR r 60 ROVIDE 1 y" RECESS FOR I I PROVIDE D" RECESS r —1 I I SGD. REFER TO MASON'S M I / \ SGD. REFER TO MASON'S ■ ROVIDEI%"RECESSFOR II I SLOPE FOR WIDTH S3 I /, I I \\ I 3 SLOPE FOR WIDTH M S3 SGD. REFER TO MASON'S I I SLOPE FOR WIDTH I I I 2,-O x2,�,z1-0. 3 FP-1 ,, 3 FP-1 \\ \\ 3 FP-1 I co M I wl (3) #5 E.W. ■ I I \�\ PVC AIC CHASE I II PVC A/C CHASE \ °p 0 � TYP. I co // \\ co O ■ I I I I I \ `I I I I/ Cl) I '� \\ FILLED CELLS @ PARTY WALL TOBE6-8"O.C.MAXAND@ II 0'-0" ELEV. I I O t I ch — I ,/ /, io /I I ( - \\ \\ iD \\ EACH BEARING WALL LOCATION FIN CONC. S B I I o I ■ II IFILLED CELLS@PARTY WALL TO BEF-8" O.C. MAX AND@ 0'-0" ELEV. // FIN CONC. SLAB // // ) I I 11 ( \ \\ 0'-0" ELEV. \\ FIN CONC. SLAB II ih I EACH BEARING WALL I // co -1 \\ ap LOCATION 1 1 M ( U II I QD II I----- BO �- ■ — ■ ■ it C.J. I I _�,\\ ITI�� I —" // u -----� u \\ 1 '-6w"l— 3IrIIII _ _ _ T " -6 NT YSLOPE =118" G.C. COR G.C. . COR_I D. .C R�R LESS \ T/ SLAB 0? T/ SLAB 1I1I 1IhIII 12"MAX00 co I /4-9 /J o i� 2'-9t o II /I ��C. /— CO t/ L ROVIDE/2"x91l2"7-71 T/S RECESS FOR FRT. DOOR \�` II APPROX. 1.1/2"BELOW F.F. I Y II o FILLED CELLS @ PARTY WALL TOBE68"O.C.MAXAND@ELEV. —_/ ELEV. CAN BE NO MORE THAN 1.1/2" I`h (1II 8'24j EACH BEARING WALL LOCATION -l— a L_ 8-1 rnTor-iorxh ■■■■■!P BELOW TOP OF EGRESS DOOR 6'-2E LL,— JJlITI1y THRESHOLD. FIELD VERIFY f S3�3 2'-Tx2'-6"x1,-6„ #5 EW. r N 2,6. x2,-6„xT-0„JL y wl (3) 45 E.W.7to„ G wl (3) \\ I \\ r' G S3 \\ S3 I ■ I — tc;c I1L- oc�q 9t_2 Nn(4) 2O 3--0"21 � Ot 10'-101, M 02tt I 15-104" CN OCN ,c 15-104" 3-0"x3-0'xr-4" #5 E.W. — H. L-i �— l� Li � > -31/2" -3112" C. — III 3112 FM24 W.H. / N K , I 1 �, K N H, , I 2t_741" I 2'-7 tt 83 _ S3 2' 74 I ih I I K s3 _ BUILDER Tb 1 FM24 1 o I PROVID 1/2" x 9 1/2" I I I ROVIDEI/2" x 9 /2" FM24 III Lr) I I � � PROVIDE I RECES FOR FRT. DOOR I [RECESS FOR FR . DOOR o0 zo LO M I APPLIANCE PROTECTION I UILDER TO PROVIDE N ih IN i I BUILDER TO PROVIDE 1 APPLIANCE PROTECTION Q I P� I WHEN I APPLIANCE PROTECTION I — d d — J F— WHEN REQUIRED PER FBC HEN REQUIRED PER FB I I d I I REQUIRED ■ ■ ■ ■ N FBC I 12MAX, 2" MAX.PER 0� I 10'-6" ■ I IF1 N I I - I °Q ELEV. APPROX. 1.1/2"BELOWF.F. I w 1 iq I r ELEV. CAN BE NO MORE THAN 1-1/2" LO I r � I o o U 19 oo I I BELOW TOP OF EGRESS DOOR I `n LO `� I to I N zo I THRESHOLD, FIELD VERIFY L — — — — I � 7t_84tt 8t_1tt 11'-24tt 1 10'-6" ■ ■ ■ ■ 11 ■ ■ ■ ■ 7'-0" 2'-0" 2'-O" T-O" 2'-4" L II ELEV, APPROX 1-1/2" BELOW F.F. s3 S3 - ELEV. CAN BE NO MORE THAN 1.112" ■ I I BELOW TOP O F EGRESS OOR o K 3 I I 4'-0" 11'-4" 11'-4" 4'-0"� I THRESHOLD. FIELD VERIFY 5380 FP 1 1 1 1 I I o III I °° I III L in — — — — — — — ■ ■ ■ J.1 ■ ■ ■ ■ --5 F J.1 + ( I e S3S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-0" 4'-6" WIIN FILLED CELL WIIN FILLED CELL W/IN FILLED CELL 16'-0" '-2' 8'-0" 1'-10" 1'-6" 8'-0" 1'-10" 164" 15'-4" 1'-10" 8'-0" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" ter IICV 0 ev cv y > W CD ® Q C cc V N � m X y. C W 9. � Co O (A N -C N O 3 w d d C, a g co — 3 CU cu c n 3 d � v l+� fill { S". \ 0 a •.` G`s `pn " e .......... •' i5� Na, It 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. H W vE Ill- 0 N 8 O N C O � O C c0 � N :3 ID ca J LL W ca W o_ Z M o a Y m c � cn o O N O Z LO N z° a ILW i) . . m LLW ;n N O U o Z ❑ Z N cn 0 00 z N z � � (D � < IZ N N Z � U! c 0 Q) 0 a--r CO M LL V O ly o N � �N � tsvn U J E allLLI U o 0 ¢ N ti o �w M J 0 ¢ o z Z < LL Q E E OU ,zLo wz >ry <� Z© ❑a co c-- O C o� K O ¢a z OU Ox az L wo�J ¢ u - a .y U .m m O¢ Z H z +v CI) J � aw N m S. 0¢ z go a a �w W ao 1_ O w aj z x7 -0 CID V zlx a ACV co ai rn 0 O S Lf� r c CV O Q M 0 r �_ ' N O 00 0 Q Cn m a M O �--+ Q (0 N LO 00 NO O —0 � Lo O ^N (M � ` � C0 i 00 00 r � E •� CO o Z Z N E U -1 Q p JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 9 - 1 h' 2 I I � .4. �r 1•'iFi. - - - a ' 46.'�'1 .. Y.-'al.i f� •...r `, >�i - �: .. '' ": '... .. r. r � �'. ! In. i Y. ii. - r ..� .. k. �_�.e�t. .,. : ,_...:: .. ..t _. _..-,-.. .. • t. .. .. ..,_... .:. x..., ., _ `�Y .t. m" _. .4: _ _J�_ _.._ .. _�_ ._.. ��f r� t.. ..aa.r L. xN _ .'SS'-11;-. .._. ,[;..- i:., ua nk•.' r G —ROOF SHEATHING SEE PLAN SEE PLAN DORMER / TRUSS PLYWOOD SHEATHING - ATTACH PER 2 x 4 SPF STUD SCHEDULE WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BOTTOM EACH SIMPSON MTS12 STUD //—AT 32" O.C. ROOF SHEATHING AL VARIES 2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP. 2 DORMER DETAIL O SCALE: 3/4"=1'-0" TRUSS Me, v n c= 0T1 In WALL AT 3P1 AND STUD 3 DORMER DETAIL O SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS 0 SEE 1 FOR L-1 ADDITIONAL INFORMATION UNIT 1500 TRUSS (SEE PLAN) da a.AL 9'-4" FBOTTOM OF A 4<. BUCKET EACH TRUSS (2) - 2 x 8 SYP. d TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ g (2) ROWS OF 1/2" TITEN HD PLAN) STAGGERED @ 24 O.C. w/ 5" SECTION AT LEDGER EMBEDMENT O SCALE: 3/4"=1'-0" UNIT 1397 GIRDER TRUSS Y (V r N a a o O 04 12" 6„ 6„ 6" N O.C. MAX. (2) TITEN HD EACH STAGGERED SIDE OF GIRDER & @ ELEVATION A -A END OF LEDGER SYMMETRICAL &. .AL IV IV SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES CUSS TO DGER SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN SCALE: 3/16"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 1 Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS 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 - 1 Old P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od 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 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 114" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d I SPT24 1090 12-10d HCP2 1 590 1 555 12-11 x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 T-0" ON A HORIZONTAL PROJECTION.. . NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft 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 (24/6) or1%2' EXP. 1 (33/16) TILE: 1%2' EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N N B w N a r� o cv •N a N � Q y N ty a 15 d i ai C N Q � E In a � 0 QV��Q�`t1E1�'k1�Y@0�9� o L yd. f s .'fT. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E �( o ro Q R N a s 00 7 �; N �; 4 H C/) r-a C J < W W , a CN Z ��m o- t cao_ fW @ o o LLU5 of LO M Z Q J IL CN Z N O U 0 co W El El Z N M O O Z N Z � J - N V) - � 4--u w U O w o t767G U w m r— J E ,,.• U o y ¢ 0 e N I� o MM ¢ w Z J n o S LL E Ov o o� Wo as ?® — F_�0 ¢1 �0 CL �¢ oW N t L wo 6 ¢w m o = U Ie o. H , Z F z J m Q W � to U) �" Zoz 0¢ -U 3 K 0 S H z x3 oa �o CID O V z¢ a x o3: 0 CN ;n LO N Co O O > o 0 CN L_ r 0 O M co 0 Q M 00 m Q O a--+ � N tN /0/�� O Lo LO < (N V O 00 \ (0 r 6 00 w Q o E M Z Z E w ca a U � Q p JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. 10 r,. ,s . x- ,=;�'�#k .i: i .;:a d ..! _f15 �4t • h -. : :.: � >-7�:ts.'. .. _ �.tlx-�.,r.l rtl-r-n_'-s,�a. .e e'.: t- .- ., , -,., 4..yv�.._.,r,.N - - 1 _. . .- ,. �.. y,�'=i .lei _it'r �At� •. � r ,r...- �'.J:_. � - � :,i:. - :-r.-.-r•r..;�e- :r,_,. .. - ...... ._,. � _ ..- ,._-.. ... - ... - G� �F6 LU O RIDGE W 0- 0 I I I I I W 0 co N CO ZONE-1 ATTIC SPACE 1072 SQ. FT. r- 6+ 12 SLOPE > W 0 O V W a 0 N r I I I G LU 9l�FL I � 6:12 SLOPE L— — — — — — — — — — UNIT 1500 2 1 1 FP-1 FP 1 ZONE-2 ATTIC SPACE 992 SQ. FT. (2) W a O N LOCATION: 4'-0" ROOF VENT 4'-0" ROOF VENT RIDGE G'9! I W I I I I 6SLOPE 6:12 SLOPE I I I I L___ F P-1 FP-1 2 FP-1 4'-0" 4'-0" UNIT 1397 1 FP-1 ZONE-2 ATTIC SPACE 996 SQ. FT. I� LOCATION. DO NOT BF 4'-0" ROOF VENT 4'-0" ROOF VENT 0 0 RIDGE I W I I I I I 62 SLOPE 6:12 SLOPE? I I o U) r co 4'-0" UNIT 1397 3 FP-1 2, FP-1 FP-1 FP-1 P�,P- F1 2 4'4' FP-1 4'-0" ZONE-2 ATTIC SPACE 997 SQ. FT. 3 FP-1 O CS N LOCATION, 4'-0" ROOF VENT 4'-0" ROOF VENT ® 0 RIDGE Alp��/ W I I I I I I 612� SLOPE 6:12 SLOPE 7 I I I I W 0 J co 6:12 SLOPE 7 W O_ 0 co co UNIT 1397 Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1/150 Rule 1/300 Rule Ridge Off -Ridge but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Am the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) t. (measured vertically) below the ridge or highest point of the space, with the Total balance of the required ventilation provided by eave or cornice vents. Ventilation -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ATTIC Provided (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ventilation vented be provided (See Elev) required soffit ventilation soffit b upper Ventilation Ventilation • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. q needed required y pp *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ! 9 =(Linear Ft. of Deck -Air Needed) Main 0.0 2.0 Floor 1070 1 C27 147 514 37 257 276.0 (Zone 1) 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) 0.0 276.0 *'*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 FP-1 2 1 1 1 FP 1 �-1 FP-1 FP-1 FP-1 ZONE-2 ATTIC SPACE 994 SQ. FT. 0 N FIRE RETAI LOCATION. 4'-0" ROOF VENT T-0" ROOF VENT V RIDGE I I ILLJ 2 I I I I I 6:12E SLOPE 6:12 SLOPE 7 I I ( I T 1 FP 1 FP 2 4'-0" 4'-0" UNIT 1397 3 FP-1 P-1 a 4'-0" W 0 0 N �Q ZONE-1 I ATTIC SPACE 1070 SQ. FT. I Q I 6:12 SLOPE o RIDGE cF W 0Cn I G Lij CJ LU I I I I I I z C W Cr o W a. 0 U) N cWo I o I 6:12+ SLOPE — — — — — — — — — — J UNIT 1500 ROOF PLAN SCALE: 3/8"=1'-O" N +No c+® co o a� r� C'V c � a N tC O a- .nae�s N CV O W c z' ' 3 cc Bc L W CU = • CJ W C" C O N G� c E a U CU At G--y) V-0 iG�i^ jt rF ts';it 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 beadng Engineer's signature and seal. W �8. O N U O_ CD N N W W N 7 V7 cn N b N Q ri � c W W J u u ZCo ra W�Jnt � oWm O Yo wW co m ZLO LL coZ r O U 0 o Z W EJ 0 M N z N M 0 0 z o z a J — n � /1 �/ � M Z U 1C WI CD '�O ' T V7 ®.� ',fie"_• U �O`Ti�'0% VI^) V � C ago ¢- L 0 mI !1 0 C0 ¢ O • _ M� N m 0 CD W M ma z z (6 E OV o 0 Wz 4 a zCU Q z E F— t6 _ O E oN 00 d z O a Qz 'Ww � wo o az �� i � � U .0 m0 Z " z J <° Q W �z C0 co 3 01 5°0 CL a y w W 0 Q' �, oz _� w j 0 i� O C.0 uj F a 'V z¢ �U3 0 CV > U') C rn O� > 0 0 V ! 0 LO r c CV O M � 0 D.- Q rCD Q CM 60 U) m O 0 N U-) co },00O r (NIVJ O T <( N M LO G� ui O 00 0000 r E 'E CM �; o Z Z E Ca FL E 0 _j Q 0 JOB NO : 22-09484-09479 SCALE : AS NOTED SHEET NO. 10.1 s.r...'.,., .. #... �,- �. -. ;. :� .. .•.. �i. ft� rtY.$,r%'dr. .�.it%r`• al!i. ....�. ::Yi-. �_. ... ,. :a..;>,., � .. , - i. _ ,. :daw, :. .., -. - _. -.--- .. � .. -. :.. � _ ,... ., - • °+' SYMMETRICAL GENERAL CONCRETE LINTEL SCHEDULE • • • °'° ''° APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY cr 8F8-1 B/1 T 8F8-0B/1T O H H E E H aar� O � `_�•° TYPE DESIGNATION #5REBAR ATTOP � �-• F = FILLED WITH MIN. (1) REQ'D • • • • GROUT / U = UNFILLED a ® 8RF14-1B/1R RECESSED T8RF14-OB/1T ° CLEAR , = - ci cu` ca•-s-, O "' REBAR @BOTTOM ° OF LINTEL CAVITY ~ „• .d . ° U y ° v •�. ,�, ,4L a M. N dN m Ua E >Es _ R aZ O D D 8 F 16 B/ 1 T o°° ° MS25 O -= cz ;,,'° ' ZZ d ° GROUT co a/ SO 3 :'r • :'> : •° • QUANTITY OF ° '= c° •' ,-•'•` tNOMINAL.5REBARAT • • • • • • • • WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY 8F20-OB/1T 8F20-1B/1T8F16-013/1T 8F16-16/1T NOMINAL ° "*-BOTTOM G O O HEIGHT REINFORCING © O cD 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL O - (VARIES) MATERIALS 1. fc precast lintels = 3500 psi. • ° • ` ° ° ` ° , ; ° ° ° ' " ° ' 2. f'c prestressed lintels = 6000 psi. gy��l,, '8RF6-OB/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ `�.�` 'ago ° s', 4. maximum 3/8" aggregate and 8" to 11" slump. _ tom. © _ 5. Concrete masonry units (CMU) per ASTM C90 w/ O minimum net area compressive strength = 1900 psi. U0, , , .. v , ; 6. Rebar per ASTM A615 Grade 60. n "° ° �.0 Prestressing strand per ASTM A416 gradeCA,7. 270 low relaxation. ` ° °. • °. ° 7/32 wire per ASTM A510.O C '. • • ;' 8. Mortar per ASTM C270 type M or S. <: 8F20-1 B-2T • °'� ° • •'• O R c., `` f, �3 ° :0 • • • • GENERAL INSTALLATION NOTES ; © ° Provide full mortar head and bed joints. 8RF22-1 B/1 T 8F24-OBl1 T 8F24-1 B/1 T 2 , Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. O 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate . ° vertical cell reinforcing and grouting. All lintels meet or exceed U360 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. 3 ° ' . ° , ° ,'° a v s', , _ �', , • d', , ° , ° ;', ; . 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. o °° °: , : 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete - ' .•° �° •'� °'' ^'' �'- . ° , '' �' masonry units. r o FP-1 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 coo T ~ 3 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 o FP-1 Lo ' coating. 00 B LL - 12. All lintel dimensions shown are "overall" lintel lengths. O oo vL 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) r 3 ° ° ° ° loads shoud be checked for combine loading with the following equation: r ° ° • ' d ° ° ° ° ° ° ° Applied vertical load Applied horizontal load FP-1 To the best of the Engineer's knowledge, information and belief, s ° s ° s • e ° . s ° s ° e • ° . ° - \�R) the structural plans and specifications contained within these -f �� . 0 drawings comply with the 2020 Florida Building Code - �,•° �•° • i r • `•° - U'!'L Safe Vertical load Safe horizontal load cb Residential 7th Edition. Engineers signature and seal is only for dcbthe structural engineering portions of the drawing pages bearing OEngineers signature and seal. r H • • • • • • • • • ° • • • • • • • W 8F441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F32OB/1T 8RF301B/1T 8F28OB/1T 8F281B/1T a S N E o ® © ® © OU O OS 0 0 y cs D, 093I ALTERNATE POWERS 0� M� �� �� ai LINTEL PLAN NOTES: _ Z ro @a a STEEL LINTEL �� �� _ � 0 ul 1. THIS PLAN IS TO BE USED FOR STRUCTURAL o 0 o m o co w F ~ - Z 113 N `�Z a - INFORMATION ONLY.o #5 REBAR AT TOP IL Z O U V O MIN. (1)REQ'D `, 1-112"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE �D TO BE ASSUMED TO BE 16" MINIMUM DEPTH. O 3. THE NUMBER OF COURSES OF MASONRY REQUIRED M BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z o w _ z �� �� C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Q v 4. THE CONTRACTOR IS RESPONSIBLE FOR o o13 CWXw �� i1 COORDINATING THE PROPER LINTEL HEIGHT. �Oz r O O ova: 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM �,, "' "' �v N LL CC ��� DEPTH REQUIRED FOR THE DESIGN LOADS. THE ``' I �_ W O w cn � ,. 5 REBAR AT BOTTOM U LL0 = AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR Oin w o N PROPER LINTEL HEIGHT,G.C. COORDINATE. N 16 GAUGE POWERS - `° STEEL BOXED LINTEL C) c W J POWERS STEEL BOXED LINTEL NOTES (ALT.) _ I ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE �' ��' c u, -® 1. Refer to manufacturer's specifications for installation. b O O o Q N o 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION ALL LOCATIONS UNLESS r O O O O z Refer to manufacturer's specifications. o w 3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION `' z 4. Lintel depth to match precast depth. One #5 Bar required at top - = J < see lintel plan/details for bottom steel required. O O `r U_ z so 5. A bonding agent must be applied to the Steel Box lintels prior to 1- - - - Q E z o applying the cementitiuos coating. See contractor specifications E u o ° o X U U 2 Q O , d W o w z 2" DIA. PIN #3 SHEAR REINFORCING mi @ 16" O.C. n Cx o' K.O. BLOCK COURSE �� aw O O OZ _ oo w/(2)-#5 TOP, MIN (SOLID N � ~� �Z � o< go Q 3 a az o LID GROUT) G MIN. MIN. MIN. F3 (2) #5 REBAR @ BOTTOM MJ o w¢ OF LINTEL CAVITY � 5 03 UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL t N PRECAST LINTEL UNIT BY MANUF. o > oCU LO 0 r - N S25 LINTEL W/ SHEAR REINF. Mco 0 N.T.S. REV 05.02.22 CAB 50 U) Cr m Q Q LINTEL PLAN T CN SCALE:3/16"=1'-O" o � C> Q Lo N N rn N 0) U') Lo Co l �00 r E :3o M M N z Z E a cu O p a N a)d U � Q p JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. L 1 _L1l ill Assembly Usacib Disclaimer SXUV - Fire Resistafte Rat 111figs - A►NSIIUL 2, 0 I ertified foils United States S,XUV7- Fire Resist aitin ULICS 0'1 Coitified1buillanada See General lnformatio �t for F r -resistance Ratings - l SULIL 2 3 Ce' rtifi d o- United �rited 'Mates: r i ng A _ �. e for r_ Design (:htena and Allowable Variances See General informatiori f6r Fire Resistance Ratin s - CANIUL _'Si Of Certified for C riada Design Criteria and Allowable Variances Design No. U90 ' June 10, 2019 FIRS-REISISTANCE DEIr►r 11 Assembly Usage Disclaimer EXU - Fire Resistanipe ratings - ANSIIUL 6 . certified for 'United .Mates BXUV7 - Fire Resistance Ratings - C NIULC-SI04 "Certifred or + anal s.i S66ener Information r e-. esi�t rice Ratings- i�J 11JL ;Ce `ied or Lritea Mate � al Inf met>rr f0 Fir._ r a �' _ �. S rtlf _f rs Design Criteria and All oWable Mariances See General Information for Fire esl t n4e Ratings CUL`-8 I 1 CertifiedfoCanada Design Criteria and Allo`vra'bIN Variances Design No. U301 eptember 17, 201 Bearing Wall Rating = 2 IAR.. Bear( ng Wall Ratl rig -- 2 Ht NolnbearinoWall Rating - 2 Hid Finish bating 66, Min. This dos( nw evaluated usin alca .desi nrin -method other tho Limit States Design This des( visas valluated using al load design method.ath rthim tho Limit Status CPesi n g, , ... g. d 9 e g g g 9 ,.. 9. Method re Method). Forjurisdictions a lcl in .the Limit States Meths l fe.g:,V'exrkim Stress Deslgr► Mea d . F+ r�urrs ll tic�ns �employlingthe Limit' taste l die. .,.' + Irl ing Stress Design iNe h d , rrtp ~iO I -, i a 'C Canada, Io restriction factor h ll b -,See Lode BXU or Design Method,, such as Canada, a lead restrlotrc�n faotoir shall be used fee Culde �U' car Gies gn Meth d, such s a Via, al ad s#nc Icn far r s a � us�eoi e , ul . BXUV7 BXUV Ind(. att s such ` ro�ducts shall bear the U or L,Certification Mar four ° isdicticns o s. p h L olJ�,k Jar , employing lIhe UL gar cUL l ertificaticn (such as'Canada) re.spectively I } � �71 I '"• ��'w �`'� l ``" �•��'�+° l"4��, 172 1 1 r l I onicrete Blocks* - Various designs. Classification D=2 (.hr) Cote rete Blocks c-atogory. fdr'i'ist. of eligible"maiuf'acturers. 2. Mortar - Blocks laid in full bid cfi nirtar, non(. 318 in thl,'of not iess.than-III and notmctba.than -112 parts of clean sharpsand to i part Po land cement (Drop,ort%oned.by volurne)ant n.ot mire than 5Q percent;hydrated lime (by cement Yolurr'lO. Vetical joints'st,6 bred. 3. Portland Cement Stucco or Gypsum Plarsier- Add 11'2 hr to classification if used. VVhQre:combu,st1bJ6 members are framed in WPll, plbster`or rstueoo mist be appli`od oh the f e ol�'t'site', amiri t0 acl ie�re may. Classification of 121I hrrP Attached to cerl rete Mocks (item 1)'. 4. Lobs' e.Masbhryfill,- If all ebre spaces ire fillod With loose dly oxp_and e-dr slag,. expanded clay or shale (Notary KHn Process), water repellant vermiculite masonry fill it s.ulation, Or silicorie'trjeated perlite: loose fill insulation add 2 hrtct.classific�lti,Qn. i ,� 5, Foamed- Plastic - (0pti0rial-blot holrvn) - 1-V in. thickrTlax,A ft /too sheathing attachedto concrete block$ (item 1)'. The app�edrqhc.eof:a cottiibohq's.narhe or product ih this dbtabasb; does hotin itself assure that products st- identified have been manufactured (under UL's Follow -,Up Service, c 01v those products bewaring the UL M1 kshouhd sae. considerod toba� Qertified and.coverad under UL's Fbllaw-Up S�rVice. Always lookforthe'Markon th6procluict- UL permits'the reprpduotion of: the m6teridlc'oritbin ed in the Online Certification Directory subjectto the folloWin.g conditions: 1. The wide Information, Assemblies, Construcftons, Designs,, ,Systems,. aridlor Certificat,ipns.ifilbsj must be presentedin theirentir v� and in a non-rmislebciing manner without any manipulation of the, data (`or drewings). 2. The statemei nt "Reprintedfrcim the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. in addition, the reprinted rnbterial must include a ctlpynght notice in the fo114lvVinL3 format: AD +319:.QL LLC''. FIR SOU UP aa T.ti-, j1 XT s'„ 1' Jk ' ` *d:L ",-v, ,t' �[ .r J.'II' 1,.1 I12 .i =':'tA,, ]�{] lei X(;+r:.'1: 66- d'1'd "I `N 'S I It � :�.i .I..F�,{'.L' '.i �. J{.L':1� k5L'�- L-J61.1{}L.L:�.1` � {I` � 11J'11,,J�J fr' `•t. ;••%I.Lej . . 1JJC I sui srJ.Jt�`1 ;. ''r� a •19 itl.c:.i cxl'7,,clkr 1� 1, `K, 1._,-,C-.c It .'I,.r J1 I � c-u.enrxi u i u `s Jt7L. .`fC U4:'�C'.' S : I't°$iC:°'al x"I" J d I L:.,4J / T'J� i 1'"r 4 u .� Jcu`ld x ,�.uc kcl w' -33 j'YJ. el -NJ '.1t'w k.1 '.l NQ A W. a.;141-t► X' cl,"I .;,d� �.. PR+DROOL-T.rRy,eYP:§uk>!•_FANCL PI�{?b66T- GW-�y J ?aC t ;tF.J.11 _ V. 1i 4.9A 1.3 :. ta tie`-.i T 7931 a. Indicant s such products .shall bear the UL or cUL Certification Mark r jpri$. iotioln employing the UL or eUL:` ert ficaltion (such ars.Canad4), reIi ectiv l . 1 _ Nailheads - E po ed gar cowered with oirrt conIpi uhd;. Georgia-Pacific Gypsum, LLC Design No. G P/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 F , Ratiing 2 hours... .._.. a 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC; CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL,: ToughRock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rack Staftliner or DensGlass Shaftliner inserted in H-Studs 2.4-in. (610 mm) o.c. 2, Gypsum Board: Metal covered using 6-in. (152 mm) wide '24n. (12.7 mrri)DensArmor Plus Fireguard C Interior Panels or YS-in. (12.7 mm). Tough Rock fireguard C gypsum board. 3. Steel Studs: 'Ht shaped Studs, 1-1/2-rn. (38.1 mm) wide x -2-1n, (50.8 mm) deep, roll -formed from minimum 0.018-in. thick.galvanized steel. Cut to length h-in, lessthan the Openings height and spaced a maximum of 24-in, (610 MM) 0.c HORI7ONTAI RFCITION I h 7 5/8" MIN. 33�- a 1 z 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN, THICK, OF NOT LESS THAN 2.1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT PROPORTIONED BY VOLUME AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER -ADD 1/2 HR TO CLASSIFICATION IF USED, WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN) - 1-112 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS, FOR INSTALLATION. H-STUD 1" DENSGLASS ULTRA SHAFT LINER WOOD TRUSS 3/4" MIN. AIR SPACE ATTIC DETAIL - ADJACENT Tn TRUSSE OPT. 6" WIDE BOARD BATTEN GA ASW 1002 STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END - INSTALLATION PRE-ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK TRUSSES AT 24" O,C. MAX, RUNNER TO SHEATHING SEE FRAMING PLAN FOR ABOVE AT EACH SIDE TRUSS DESIGN (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 314" TAPCONS AT 16" O.C. FIRE CAULK RUNNER TO pp BLOCK WALL EACH SIDE ., NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GAASW 1002. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 (1) #5 VERT. IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 12" CONC. BLOCK (TYP.) PER UL905 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF SCALE: 3/4"=V-0" 30 LB FELT (SHINGLES) xzFIRE RESISTANT OSB 7/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL ,2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d (TYP.) EXTEND BURN CLIPS PER FIRE WALL MFG. SPECIFICATIONS R301NSUL. MIN. NAILED INTO 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (�YER 112" HIGH STRENGTH OR 5/8" GYP. WE. w/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES \-SIMPSON RBC @ 36" O.C. w/ (6) 10dx1 1/2" NAILS INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4"x2 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR \\TO FURRIING STRIP INSTALLATION (TYP. ON BOTH G=FACES OF WALL) -ix P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 12"x12"4" CONC. KNOCKOUT BILK. w/ (1) 95 ROD CONT. FILLED w/ GROUT MIN. INSUL. PER FBC GYP. WB. TYP. "S" MORTAR (TYP.) 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) FIN. FLR. -... Y• sv'e FJe eY.. iY'e'`Y CLEANED COMPACTED •�. s" & TERMITE TREATED FILL 1'-8" x V-8" CONC. FTG. 11.81. FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. rT TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE: 1/2"=V-0" PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE 2 LAYERS OF 1" THICK USG GYP. = WALLED. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB 1 Hour Separation Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION N C2 V W C:3 sr o .yacV s CL 3 C , N S _ � v cm cm .•`G.y rS �CC'1�4J ,.� p� f s`8 r" '1� To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E 0 a ° '+ o V a, 00 m NO -W 0 N ��� V) rn1`c� NM V � u. J LL � 0- 4. C13 aJ � � - eo o :5 Co N rD O co Lu Z N Cl) Z J_ W 05 c� IL IL ZO U < 0 W ❑ ❑ M � N MQ O O z N � a � � ti - N M o vLL � Bf1 0 L.0 CL N C/) o- C3 6 ,- _ E wig ml ... oCL_ m ¢ N m ti o �w M w ¢ o z U_ � o_ E Q E U Z� os w z Z o a� zo a s ca 6 o XU U O �U o E �a 'z o< az Na o ¢ o L rp C/� C z 01 m 0 o o U �o Zz >Z 8� ao son> S2 > U m z ci K g 6O I F o oz aFCD �� �o �w d o� z ¢ U ON .N > LO co ai rn C=) > U LC7 O J N f O O M 0 � cC it CM 00 r U5 m a o Q 4--r 0� O CD N � NO CO }.00 04 Cr) ` `I VJ Lo Li") c6 a) 00 \ ( M W �� m = M iii o Z Z E rn m m IL E o _0ai U _j q p 1 c � -i JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. FP-1 s t a, i :, _ t " {.'t +r 5.. r 1 .1. ." p4:: -1}` ti n 4 P: - 1 1. _ 1 K .., ,i......�t.>. �-rx. �. .�, 1.. _ - .. ,: �_. .. .. r..3 .. :.. - 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 DECER 31STAR , 2003, CHROMATED COPPER WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL MBE ARSENATE ( CCA-C ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW ECONTRACTOR'S PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE 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. L ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL E C S THE S 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. TUBS 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT U S AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4,3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZING 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 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD I OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.13. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ 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. 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. EX APPLICATIONS SHALL BE APA RATED STRUCTURAL ALL PLYWOOD USED FOR EXTERIOR IC SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND -TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete oyerpoulr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N N 00 m -•a I� > w o� o ® cS Q r- N m ' ca>< .. �= m a� G m 3 � d a � co c U 0 °a .=r 4i. i ° 4 = (d E� lwzee yes�di Ca4 ° iiP� .e 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. N W vE a o 00 C-, p N a1 � (D C ��� N rnr�a J N m "T " N J W Q Co LL W a Z C" r =yo z 3: C,0 in�pj6' m Z ' Nz ILW LV J F ;n N o�Uo Z W 0 0 v M T M .�- Z N M O 0 0 z N z o � � J N U M N z •F-' cn W Um O r i, o V) c U) ciao U W J CD o N `` 0 ti o � w M M N� p Z Z Q U_ CD 0 Q E oz a� Z® oa U cu r6 g a 0° o� C7 E N fo az ¢o az L ¢ o �z m . (pa� 0ym -o °w''Z oaai o< wLL d n w W 10, � Jw =� 7 o w¢ M >O a ct Z U� =N 0 .i > Ln � rT _ O \ 0co O r N f O Q Cn a r 07 ty O M 60 Q U) m �- O a--+CN 0 N LLO 00 NO G.O .,__• � CN O Q c) Ln N li Cfl N 00 O 00 r E W 'EZ M N 0 z = E `m c m a E a a> c� 0 Q o c c JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II 117 1k I Ias : aa:1::: : X............ I: d'..j.........1:1:::: I 11..... I. L:L....:.. IV-1 �......... .I..................I..1..... I- >k......... . I.... 1.1..................1.�..... 16GAx1-1\2 LONG (3/4 -1 CROWN) I I MAX 1--11 I STAPLES @ 6" O.C. VERT BETWEEN " I .. 16GAx1-1/2 LONG (3/4' 1 STUDS (NOTED THUS:—) - OFFSET I I I I I I 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 00 O 5'-0" STUB -OUT FOR 1'-0" o 0 0 GAS METER O o U O N O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-118" 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 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + FILL CELL STD. 90° HOOK BOND BEAM /7 Cn w Q STD. 90° CONT. #5 BCONT. #5AR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN I ' 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 I OTHERWISE SOLID TO MATCH LBLOCKING # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap 4 max. Clinch na when possible J ils I 1) Support back of web during nailing to prevent damage to 77 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %$' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 1 Od 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" I1 Od) nails at 6" o.c. QY-' Provide adequate bearing for each lapped joist. Od 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) 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer � Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J 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 Web Stiffener Fastener Schedule Joist Bearinq Location Series I Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 5-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6" A 1 2' ROUND HOLE MAY 6"7=ROUNDIN DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1%2' THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 T-C'T-T' 1 1 Z' 4'-3' 1 -S 1'-Z 1'A 1,. 24' 3-0 S, 7 ---ARy 16'joist 12 T-W I'A" 1' 2- 1, 2" 1' 3' T ' 2-4' 2-11 ' 3-7' 4.. 4-9' 9-4, 16 T-C' T-T' 1,2,. 1 2" 1' T' 2'-9" 3- ' 3-10" 4-9" 67" 6-41 7-2" 21J T-a" V-1,• 1' 2" 1' Z' 2-7" 3r-0" 4-0" 4-10" 6'-11" 6-11" 7' 11" &_1111 24 1'4r T-1" T-2' 1'-3" 2-6" 3-7" 4-9" 6'-10" 72" S'-'" 9-6- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" 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 1tz" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPSC w/(22)- NAILS 1 5181 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINQH GRADE I —I I—i I—III—i i I— I I —I i— ° III —I —III—III—III=III=III III —III I I I— �Il�ll�lllil�l� �I�IIII �II�II�II�I illllll� I-1 Backer block (12" wide min.) Nail with 10-1 Od nails. Install tight to top flange. SLEEVE THRU STEM a °. ° SEE PLAN FOR °• ° . • • FOUNDATION INFO ` q ' 4' ° . 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 - 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 it 0.6 X Joist p , � ��depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN ° �-x a I —III —I I— I a ' °° IIIIIIII; III—' II —I SA/C�CHAS E(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. ® LOCATION OF a SECOND H10A SIMPSON H10A ° ' a° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION �— — 4° "-II1=1IIIIII PLUMBING LINE PVC OR SCH40 SLEEVE c — a II— ICI —III;, 1=1II-1II- - - SEE FND. PLN. SIZE & REINF. 12° BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r—PLUMBING LINE z A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a° 4 ° a 4 a ° ° SEE FND. PLN. SIZE & REINF. cV crr CID cv .._ �r--: o _o� CV t N O s ;3 co a ca w c o y�•� a G E o a 0 P•p. tiR���• ..jtlN �. St %�2 e C-7 6 � r"����wi�:��xtadttt�l•�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a v E 0 ° N U O � o �, o O � Lo N Q � rNi v � `•. � J W _J d Z_ _ W m °c , 1. W C N '? Z �'mNO 02Ernrn m 1M IL Z co Z Q J ZN OU 0. IN ❑ tee- N M o o z z o � — a M N z o v (D 0 cn ,.,, oOft U 6 819 ° 8 i0 N o C U Y ¢ Mild N �� o co < w CM CID�S m ¢ o Z Z `_ Q E �� Zo Z" i- 'd ¢0 XU �a�` UY �O z a E N w� o a❑ wz �w s Cn �< o� "m m� , OZF z � �� <w zz 3 zz g° Q S a �w W w0 x J ro ro ola o 3 .0 2 N > Ln co \ ZA CU O C:) L.f') o J r N Mco O �C r S N O 00 � Q- M r in 4-1 Q O CD N LO CD ZD Q CD C) M Lo .co Lo F4 c O ( r E M N o z z M E N r6 a Co E U J Q p r JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES ki I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR "FIBERMESH" E- M� —1 I 111—I � 1=1 :1 r-°1,� 6 MIL VAPOR II11 ' Df BARRIER COMP. SOIL. (COMPACTED TO 95% IIIII IIIII I I II I [IIII MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. U.N.O. 4„ 1'-8" (2,1 TYPICAL WALL SECTION SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---� V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° -SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM 9 '-1 L I�I I I —III I ° I I —III —III —III—' D7158-CLASS G or H, or ASTM �— 11=I I -I I-III-� D 1=III-1 1=I D3161-CLASS F, IN ' 1—I I=1 I I 711 ACCORDANCE wl TABLE .1 I —I 11=1 1=1 1=I 11=1 I I=1 11 '-1 R905.2.6.1, FLORIDA BUILDING I I III—III—III=III III —III 11=1 I' CODE 7TH EDITION (2020) 8"-�I���IIIII�IIII1111111�111�1111=11' RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (�GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" III S3 ELEV. VARIES ALUMINUM DRIP JA DGE LUMINUM FASCIA 12" .Nx SUB FASCIA EE 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 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE 1 00 � 00 III N III STD. 90 HOOK (SEE DETAIL) rA S3 BLOCK WALL BEYOND 14" O.H.D. RECESS � z `M; j 2 - 24, 4 II T SEE A/S3 OR J/S6- `IE 1 111F-PiJI,,, 1115 11- 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" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I 1 "x P.T. STUD 1 #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR 1 BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 1 I SPACED EVENLY w/ (10)10d NAILS �, 2x P.T. PLATE TYP I ASSUMED FINISHED ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN - FOR CLARITY �� ' _ 00 � J I -III z NOTE:- FOR BEARING WALL I04 W/ UPLIFT ONLY I-- _' ' 'I' -III III=11' i[I I I II' il_ I FRAME WALL TO C.M.U. WALL CONNECTION I ilI I rD l 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" d' GRADE co ° • i -(1) #5 REBAR w/ OPT. ' IIIIII 11=111= 11= 11=111= 11=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS M ' M a. —'' I -1 I � I 1=.LI l,= :..a .• ./ � e � —III-1 I �- I ,_ I I1 :4 j r .e 111 °° [ IN I'l l l l l I d•;. I'm I I I' SEEA/S30RJ/S6-�-1i111Illl�,lil 11111. FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E �V I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF j@M USS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5 „ OCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE "CH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ABOVE)NNECTIONS. 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/2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.2x BLOCKING HORIZONTALLY@INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2 `/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS /211� ��� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -\ WWF OR FIBERMESH ELEV.-0'-3 1/2 h� �31/2"MIN. �3 1/2" MIN. A.FILL- .F. o _ D ° ° ° I I 1=1 1 I=1 1 I�= '31/2"(min.)44� _ D ° 9� - I I= �I; 31/2"(min.)- 4„ —I —III—III_ I NI 1 I ° =1 I 1 III=1 I I— 31 /2"(min.) - 4" =1 11TI _ _ : =�1 I �_11 -1 11=1 I I I I 1=1T�(=1TI=1 I f III —III '' (2) #5 CONT. 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP " SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GOC ' V� p S�GO�, � pGg. 2x STUDS @ 16" O/C \ 10 M N�o s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /� \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD " " 20MIN. LAP [24MIN. LAP] 2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR ---�� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR CV t>— --- " D ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi o ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Cl) — — — D \ D 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER -1II III ° D ° I=1 I I=1 I= 1 oO R 1 7/8„ 11=I I EEI I lri=117=111=1I M. '- #5 REINFORCING BAR —� ' III : I =1 11=1 I I —I 11=1 11= z II-1I1=1' #R I AP SPI Irp COMP. SOIL. (COMPACTED TO IIIII D I I_I 1=1 I_ 95% MODIFIED PROCTOR ASTM I-111-T-I I I- D1557) (� II i�1II11� 1�1 ��1TT- 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB mo0'-0I, J CONT. BEAD SEALANT d d ' ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. d -31 GARAGE ti. . CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 r ' ° M WWF OR FIBERMESH 0? _ ' —1 BARRIER 11L Ili ' -III ►— �1�I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 I I, I I I I I� 1 I 1=1 I —I I III —I I I (2)#5CONT. 141 I_111�II�11144;�IiI���I I„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 a BOLTS 6" MAX FROM W END OF 2" x PLATE 0 W D U � •�T a m ° ° LU ' —ITI—III III— ° (2) #5 CONT. ON 3' CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r _ WWF OR FIBERMESH 1 I f-1T1=1 f f I I I rill =1 [T=1 11=T r (TYP.) 8" 1 V-4" 1 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS�7 AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR _ _ & LAYOUT DESIGN TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL - _ - -°00 _ T 1, III=1�, III I 1 E BEAM SIZE & IT r 11 4 CONNECTION INFO a d M ' III— __ _ r 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -III "T-1 I I-�_ MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. �-1 8 z ATTACHED PER NAILING W SCHEDULE OPTION #1 EE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 15i w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0"III S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E d z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. CO SIZE VARIES PER PLAN Cl) j w/ MIN. (2) #5 VERTICALS z GRADE a FILLED SOLID SEE PLAN FOR ( - _ - 1 w ow SIZE AND REINFORCEMENT) w 0 _ ? -III w z ��w� _I w -11 `IIIII U BRICK PAVERS or SLAB PER 0 o z • �' • • _ z a 0'-0" FIN. FLR. SPECS LL. U _ _ _ _ _ _ _COMMUNITY 11 BEYOND ti .r , • . , •'. " • PAD REINFORCEMENT 3" MIN. CLEARANCE .. � . 4.�� SEE FOUNDATION SEE SCHEDULE ( ) FOOTING WIDTH '• r CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rC12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"= 1'-0" SCALE: N.T.S. S3 N N 0 N tVLU 0 d LU Cy ® N .fl m X N M cm N -GN -tn d-= co Q . -N d d Esc 67 V Q s 3 L dd -0 m V7 O. E o a 42 �c� ibzts 4v/A 4�A , J tt \J To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W v. E Q 0 rim 0 � co � 0 -0 -0- Q N S J C J U 52 - W J LL Li d_ Z — a d Y rT0- Z � w 0 W 0 '� N CO ��O'�' m w _` rn N Z Q J Z N O U 0 W El El M z N to o� z � N z o � -o r M un z O U J o •,.° - E agoW U o • a r w a Z Z J U- E � a1. CD- 8Z® w-, oa Ca �— C6 XO &a 00 SW ZE wW i ¢o m� .Q 0° Z� Z J .o >Z �z rn a' `° a Q 8 W LL a u w W ¢� az w� o w >O AC .2 (N Lb > LO co Q ai m m p O > 0O LO J N r O M CID O Q T U CD r V ! 0 O N LO 00 NO O 4 E .Q Lo N N O7 ZD Q CV M LO c6 00 ` w O 00o — E z M N z `m z E E � CU E U J Q 0 c —I JOB NO : 22-09484-09479 SCALE : AS NOTED SHEET NO. S3 �g• >.-�'i,�, .� 4 -. ..,�..._ t. ... _ ._ ,�: -. � . r, . , ar.' .. i .^. .;� :aS� "7a, , � ��i.•'. .. f: -- .1. ,. .r ,.«'� ,. ... _ _ �. _. -� 74 -- (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE ^EVENT OR 2ND FLOOR PRE-ENGINEERED WOOD 12 PLAN TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION 1/2" GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT 8" O.C. OR 4d TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID @ ❑ METAL LATH. FIRST 2 LAYERS DRYWALL NAILS P111 OINT w/ (3) 12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK - PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK RESISTIVE BARRIER HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 2 114" ` NAILS AT EACH STUD DOOR OPENING DOOR OPENING DOOR OPENING —C� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ J� . ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR —/ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO BLOCKING WALL ❑ ❑ O/C FIELD (2) 2x HEADER WALL CLEAN -OUT A PER PLAN SCALE: N.T.S. S4, � FIT � 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP ----�J. 2x BOTTOM PLATE W/(1) 10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS vAfRIFS O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD 2 x 6 (MIN.) FRAME MAIN SPAN WALL HEADER DETAILrT� TYPICAL SECTION THRU WINDOW MASONRY LAYOUT D MOISTURE BARRIER�/ ROOF TRUSS B UPLIFT CONNECTOR SCALE: N.T.S. S4 �,S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD 7 TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT) #5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1FOR CONCRETE PLACEMENT 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 SINGLE 2x CONT. BASE S PLATE W/ O 2 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 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. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL a e a a a o a a a d d AF811 STD.90•HOOK 8` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT - - - @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 6 3/410"" 3 1/2"- SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL LLJ \ J A�q�l'L FORM CREATES CONCRETE RECESS TO 2x4 (NOM,) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN FOR 2x8 WALL) K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 10d NAILS @ 8" —� IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x TROWEL FINISH SEE CRIPPLE STUD GENERAL NOTES TYPICAL (U.N.O.) SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .'; GARAGE FLOOR TRAVEL DIRECTION OF `'• GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER GARAGE FLOOR. P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3' O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR <&, SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 1 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR q GREATER HEADER (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 TRANSOM FRAMING SIDE SEE SECTION AAIS1 AND BB/S1 FOR ADDITIONAL ' 2x STUDS TYP. DETAILS O� oR SIMPSON HTT4 TYP. op�N N� U.N.O. SEE N/S4 RECESS HOLD DOWN CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rC� SCALE: N.T.S. S4' • �N G 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 14) 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 12 ( P.T. -ATE \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 4. O NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 % SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX.---� PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. F STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4, 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM PIfATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING X N o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW oJ 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� REV. 06.24.22 SCALE: N.T.S. N 9 00 cv V w O C f4, C.D N NAO O a.. g N Y E 3 co v y cc t7 N CL E o a c, ,• �a t <, Lot Q, h e { To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. U! W E Q o N 0 V N N �a0 N°JLLd NN WN,C?�N N M8,UU- J dJ Y Z13 -2 y ��o <6N W n�_ W Om mzyw Z N ° J LL V OU Z W ❑Lu Z N M 0 0 z N z o� Q U) cJ) z 4--J N O L.0 o N � VU) w•n U Iu il! J F E GIs ', �.. _ U a N �" U) ® ® r` C:,< w Cl)Z M ¢ E U- E E q o wz a� _© � �� o0 0 X U <aoz U O E a p ao a z i~ - � m0 o Cy O¢ Z Z aA N J m < w In d Qw zz 8p g° ow 3 O Z wa 0 �o O v `_k< az 0 `N 'n >Lr) U) CID e O rn (U O O � o J r -0 N M CID 0 O O 60 Q � m Cy') Q r � O (0 N In ,_. � NO Gfl 04 <( N rn LO O n fl 6 00 T 0 O r E CM o z z E tL U ° Q 0 JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING 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 1 O/S5 MAX 9ii BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND 45'± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ .. AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO • SILL 112" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ' BLOCKING ' 7116" OSB SHEATHING END ATTACHED W/ 1 Od 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (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" 0/C FOR THE ; 2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF \ \ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \ ,NAILS \ \ • AND 12" O.C. FIELD END TYP. TOP & \� \ BOTTOM ATTACHED \ \\ (2)16d NAILS W/ (2)16d TOENAILS \ 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 SPACED 1/2" 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL ly @ 48" O.C. INSTALLED PER MANUF. x I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. ii ii ii " ii �� 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM OF I ON (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP T "' "' SEE STRUCTURAL CHORD BLOCKING FN NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES - a 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACINGID 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS .2X4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL ( ) (D = 0.207", L = 41/2" OR EQUAL ) (D = 0.207 , L = 4 1/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL tfF 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 SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD 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/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION THE LAST LAM NATI 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2X4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS K 8 SECTION g 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 \- 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 HGAMI OKTA 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) z BRACING w/ (3) 1Od x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'4' 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 HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY 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 � 2x4 BLOCKING v 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL TT GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C'J w wC� 0 � 0 d' z o LU - co o O o T � Q O O Q ---- 0 d --- NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N 0 N co CV H- U � m -a � W C f0 Cy N m rta ac N � LL 0. .. Rs o N N C N O cc Q .�. cti Y > E o a.+ y 4 a .2 v m E 1D Q d U 0 — .'Nr `rt ... ��,► • Gry7 d� W F O ESS�O �,\ l`�, 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 d E 0 M a ° O 0 N ( N ti 0 g � N a C J LL W J �_ 0- Z O Q1 d 2 EIL (0 O z N cp O o W ��°_°. co z co �co LL N Z Q Z N W El La o z � N z o � W M ��6 wv) CD O (DIM +--J C W U O _u o VN tws � 0 F— = EFA d 3 v o N c U) Y ¢ !_0 N ` to MIMI co W cz co o < LJL. E z ❑ � > N ¢� � E 8 w Z® oa CU �� X U 0< 00 DU S� o E N ao <o <. aZ w� y i f6 ¢ m O o0, �m Z r v N J �� �z 2N C zo � � U a mw U w� <0 oz 3 wa >° o c v oQ a °3 0 N > O O > 0 cD LS J J N r a 0 O O � d Q _M o T M 60 Um Q O 0 N iLn 00 NN coo 'E -0 CD CD N o rn Q N M LO LO c�00 T O 00 r a E ca :3 CO i i z z E U) co a E U _j Q p JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. S5 F X u Y T ,.".1 -, .,au,AY.'i,. -,f . 1/2"DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER 1x4 DOOR JAMB (REFER PT TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. . ' ;!%;� 'i;� APPROVAL FOR CONN ix4 APPROVAL FOR CONN. !, , ; 1 X 4 " j /,'' 1x4 P.T. FURRING 3/16" 0 X 3" LONG '��'_ FURRING ; (2) ROWS 3/16 x 3-1/2 j. FURRING 3-1/4 LONG X 3/16 ;, TAPCONS ,%, TAPCON. INTO BLOCKPER MAN UFACT RE 1 SPACING�� DETAIL STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY THROUGH 1-1/ 1x4 P.T. & 1x8 P.T. 1x8 P.T. DETAIL TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 2X8 1X8 �� 3 DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT 2' EDGE DIST. APPROVAL FOR CONN. "; 2x8 P.T. w/ (2) ROWS 3/16" i ! (2) ROWS 3/16' x 3-1/2 x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO , BRACE(S) 2 x 8 BRACE/BLKG. BUILT UP PLWD, BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 7/16" OSB 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-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 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 K.) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT INrSON TI2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOLATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ #5 REB (TYP,) t - FILL SOLID BOTH CELLS STD. 90' HOOK (l F_ NOTCH WEB AT +5' FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' 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 i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID. GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C, MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" 1—III IF gD. � I-ll i-1 I I—III„,I 11-1 11- —1IIEIII= II IJ-1I r D ° III —III —I GRADE e e co D z N 5� •D' e' D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 71 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN �R YP.) THE :S UNACCEPTABLE INSTALLTION o 00o DO NOT DO THIS ee° ''o #5 REBAR (TYP) ®®® �45TD. 90° HOOK (TYP.) e ®®1 +2„ 1° - e° e° e° • FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE II-- I PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (* ) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" ("") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." �X + + �FN�rN + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2' 6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT FIRST COURSE o� 00 00 00 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED = 2x BAND JOIST W/ FACE NAIL 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 a SIMPSON HGAM10KTA @ 12" O.C. -I -- w/ (4) 1/4x1 1/2" SIDS 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 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a. OVERHAN A. a. a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. -0" 51 -011 INISH FLO ° . ..,. ' tr ° � ° > .. #5 BAR iD D" tu, e P ° ° CENTERED W/ .C.:•[::i A .•*0 9 H' , . IN TOP o . t ; Ig KNOCKOUT / ° CHAIR BLOCK ti D• . MONO O 0 FOOTING .• ° e SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL .o A. ° DIRT ? Z °. ° STANDARD o 0 99 HOOK c� #5 BAR IN FILLED CELL, It sSk— �r �• \ er s• ♦ 0 �r p• i 0 �r s• \ 0 �r s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" ' NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ®� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION K�M� SCALE: 3/4" = V-0" SS CFF (ZHPIPT fly Amn 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: 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 U EXISTING FOOTING RETROFIT FILLED CELL DETAIL ins ur..o, ,K, u �4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N' U p -fl d �r 0 x-=cam n z• v epn =9m,>e »- wa- Ro . � .o `�'= � 3 sa L Rjvcus+ 7 sa N m c � c 0 N N 0 N 1.S-> 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to a ol 0° M U 0 0 N N cnNb # w 4 ,n V g � u w J LL W D _ a- D a-Y � z— N C � Qi s�o Z z 'co riJ CO 0 0 W ��6j6' m Z L IL w o c mZ ¢ ' Lo N OU c8 Z o W 00 M � z N m o z � N a) z o � —o J N N z vCD 4-1 U G) O Go Lu o UWA \/N U d J aimW wi c, o o — o N m 4f ti o to W Z co�g M p Z Q N E cu w= z© cu C O U X U O U U � o E �¢oz ao � cz) L ¢ o Y m o �'z z fn J < b >z z iv S< l° LLa W U �� r cD w.< ao O cozla a= ° 3 �N Ln >co o O > o (D LO J -aU-) nr O M 0Cr Q U O O 60 (1) m o r + Q O � N Cq Co .S�00 I.C) o N 04 Q N rn L0 O Lr) C � 4i O oo 00 r E co � o z z E N N `m (a a o U j a ai Q O JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY .-. ,�. ..., tr c- _fei.5•�.. i H.: f '�.;f X A' ..ti - t `f. - -- - .. : a __. .•, �:7�,., a ,Y.�..�.. ,�, _, .,....S- Y._, ,.-..._. _.�� �', s.._._,:�,. �. �. n_ 8.., , _ i- ..... _. . _.. _Ag m..pMJ' . o u_ - , - � I I I I IIII' "DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING BLOCKI X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT C OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS -K USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN HEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP REQUIRED SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION -1 Od X 1 1/2" EACH 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ----LWOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P,T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a@ EXTERIOR WALLr, SCALE: 3/4" = V-0" SCALE: 1 /2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS •j* je 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BE 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT L 2'-0" MIN. 01 LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O 1 O O O I SPLICE O I O O O 2'-p SPLICE BEYOND PART. ELEV. VIEW DBL. KO. BLOCK MIN.1 MIN. TYP. a a E 24" MIN. (2) 2x8 P.T. ATTACHED TYP. O 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS -@ 4" O.C. FLOOR TRUSSES @ 24" O.C. ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT, SPECS. MAST SEE Ym IOa -rnC:ntAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS VVI JLG,V VV/ k IV) I Vu x 1 �21 NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" -I n 3/4" MIN. AIR SPACE WOOD TRUSS 1" DENSGLASS ULTRA ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=V-0" BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 15 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & FOR INSTALLATION. GLUED TO ROOF SHEATHING FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOA W/ 2" STEEL H STUDS BETWEEN ° ° PER SPEC ADJACENT PAIRS OF GYP. PANELS. o o EXTEND BURN CLIPS AS PER 2 x P.T. E FIRE WALL MFG. BY FRAN 2" FLOOR RUNNER ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO PLYWOC W/ 3/16" DIA. x 1 3/4" 1 L�l 2x4 LEDGER ONLY AT EACH TAPCONS AT SIDE OF STEEL "H" STUD. NAILING O.C. FIRE CAULK PROVIDE RUNNER TO BLOCK TOENAIL" WALL EACH SIDE TRUSS T( (1) LAYER 1/2" HIGH STRENGTH EACH SID STD 902 HOOK OR 5/8" GYP. WB. W/ 1 3/8" NOTES: DRYWALL NAILS OR DRYWALL 3/4" FLO( 1. SEPARATION WALL IN THE SCREWS 7" O.C. EDGES. SHEATH' ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743- MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED2. 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) AFTER INSTALLING RBC'S UL-U905 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT ROWS OF 1/2" TITEN HD STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. w/ 4" EMBEDMENT & 6" EACH w PRE-ENC SIDE OF SPLICE & EACH END, SEE 54/D1. 1x P.T. BASE NAILER _Z � 0- STD. 90° HOOK FLOOR T 3/4" PLYWOOD DECKING GLUED AND ;n U) (SEE DETAIL) 24" O.C. NAILED W/ 8d COMMON AT 6" O.C. N EDGES AND 12" O.C. FIELD f N// I(4) OdOTOENAILR TRUSS (O LTTYEDGER GYP. E 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR JTOPACH RG. TRUSS FOR AN AREA < 1000 S.F. AND SEALED 0STEM PENATRATION AREAS W/ FOAM, DRAFTSTOPPI SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES \_8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) z 1x P.T. BASE NAILER coo_ 6x6 W1.4xW1.4 WWF. N ¢ 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) q T • • (4) #5 CONT. - STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"=1'-0" SEE 5 LEDGI 1/2" GYP (2)-1 X 4 P.T NAILER BASE BOA[ PER SPEC: CONC. SI SEE FOUND 6 MIL VISQU. TREATED; MASONRY WA SEE FLOI PLAN FOR..MO 1N[ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IIN. 2x4 #2 SPF P.T. ONT. W/ (2) 1/4 ITENS SCREWS AT 3" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" ROOF PLAN 2 STRAP INFO. COURSE W/ i CONT. TOP OF PLATE TEL SEE %N PLAN OF WINDOW IDOW PER PLAN ;.M.U. WALL JBLE KNOCK -OUT 1) #5 CONT. IN. :H COURSE NFORCING W/ MATCHING DOWELS IN SOLID DUTED CELL W/ MIN. 25" 'SPLICE MIN. ;.M.U. WALL DP OF SLAB 00 cV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" 0'-0" F.F. VARIES WITH SITE GRADES SEE PLAN e.a L > W ® o -.amp a 3 CC w N C� C E R a 0 `+N ` �IFZ W /V ��,� `• SE ,: 'Q:� !� lB !S 11SO't� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �E 0 a 8 CO, N 0 N Zn en o c N co (0 0 �°' � N H U) m 0 2s * %A C J L Z W L�� 5 1 Z m �c a' a 13 WJ y L o o0 CaN� 0 $ W r°�pjO' m Z co ICZ a co J LL �n N M Z O U < O an W El� 0 0 z z o Q J N m Wv) Z II c U _ o W � W o ulun w U W J U o 0 N Y ®® m �mN o Mw ¢ w z Cl) J o � o 0_ E ° oLL Z© oa 0 �a VO OJ K ozaE dWoNZ_ t <o �`� N C 3az� o� Nm m� °r Z J a ° aw 1 z cn N oa Z go w a rn w oz w ti I-3 0, ¢ I IIIII� � a C 0 .y > L17 to O O > o cD J � r -a U-3 CV �p o 0 Q M d 60 W m Q a--+ O � N � 00 NO G� -0 `; 0000 r o fo CO �; z E a U .° Q 0 JOB NO: 22-09484-09479 SCALE: AS NOTED SHEET NO. D 1 ,. ...�" <.,�, ,, ,'• 1. - - 3`'r,r+"�,isr 143'..} r,,i�y 1 .t ',Fn ;S':-1 _e .t5�� .� 1„ cyif�' �I;.�:. -I r: _ . �`� �± i .1 ._ .. r�. i , . .'y14.� , .I: -[,nr r : a [ �,- ! i ., .. .... .. 1 I(.A I i• - !�'" y ..•. -.. ._ .. � � 1. -'I•' I _ .. _.. _/. d. �..._.4 s.•.. d�.. _...`Qb �_..._ .... . a�-._.c„ .. sr: .W ..... .. .., . .� ,��a.��.. .._,, �_ _.. ... � .va.a Ai... ,_ -r,ti �._,:.: n. A. ....... ..67.. �„•±.-__�.�.-"_.. _.. - ..... ., ... � ,.. ,_... .. . ,.. .... ,r .... .. .. ... _[ .�. .. .- _ ^' ^ ' "' WEATHER ✓E BARRIER & I.ARILY SECURE WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN a SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDOW) - 2 WEATHER \ RESISI•TIVE BARRIER SEAL TOPS OF JOISTS- - UNDER DECKING _ SELF -ADHERED FLASHING (SEE DETAIL WP07) / HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO" BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 c ' 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK . AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISTIVE BARRIER 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 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 . EXTERIOR within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. water 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. v 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 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 FLANGED WINDOW FLASHING SELF -ADHERED FLASHING --,- LASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �'� (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 EXPOSE EXTEND A MINIMUM 6" RELEASE ESIVEASSAPER OHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM of FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings 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 fleshings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, 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 autters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHINGSheathing APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco 3/4" CEMENT PLASTER „12 MIL (min) DRYLOK EXTREME ° ° a aN ° ° tf ° APPROVED FLASHING TAPE ��I �'•,,I�DOUBLE3 ° W" SEALANT SOCKET WITH l { t ( JOIST TOOLED APPROVED SEALANT I ° SINGLE I ° ° `\ WOOD BEAM ° q JOIST BELOW Foundation Wall 1 SELF -ADHERED FLASHING ° ° SELF -ADHERED FLASHING 1 e ° ° ° °z..... L a _ 3" MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING 20 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING , EXTRUDED SHOULDER DECK JOIST , OUTSIDE CORNER FOUNDATION WEEP SCREED SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - - -1 I� STRIP OF LEGEND PRODUCTSDETAILS TILE FINISH i SELF ADHERED FLASHING (SAF) - - - - I- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT W I I I BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO C ! BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- 1/2" DUROCK > I I SELF FURRING (SF) LATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) I PLASTER ACCESSORY I SF LATH SHEATHING, 'OSB', PLYWOOD, DENSGLASS 1'4' PER PLAN Detail Instructions 10 I WRAP OP WRB ONTO 1-0 PER PLAN d I I THE VERTICAL Refer to the number marked asRinstructions In each detail that corresponds to the l I SURFACE TO TOP OF numbered items in the list below: I I FLANGE AS AN AIR II BARRIER i 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE I I I 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU (PER SEAT DEPTH) 3. Self -adhered flashing can be substituted for building paper __ __ z z I STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, I� ° g FILL WITH GROUT � 8 0_ d �� �� ;i . STRUCTURAL SHEATHING embedded in the adhesive layer) - for ease of installation and to m THIS GAP IS A RESULT OF minimize scoring cuts ° d uJ PLASTER STOP NATURAL SHRINKAGE, i . STRIP OF SAF 5. Remove all release paper per standard installation instructions and ° o = � �- - - - - - - - - - DO NOT SEAL. _ ---- --- CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 0 ROD & SEALANT I . U DRIP SCREED PLASTIC Minimum 1--�_ ° a W Lu ACCESSORY I BOND BREAK WRB SLOPED MUD BED _ _ 6. Fold as shown by arrows- a a° ° ¢ I 1 SF LATH LU 7. Angle of corner may vary, adjust folding of the flashing accordingly to N ° ° U) o fit tight to corner VINYL SHOWER PAN t a ° ° ° = A I I I 8. Mechanically fasten as necessary H ° (� ' e---------= 1=___---------------�ii I -------- ------------- -------------- SLOPE ° 1 1 ° PLASTER STOP A a Q CONTINUOUS BACKER ROD 4 a & SEALANT a /I CEMENTITIOUS FINISH SHOWER SEAT 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) 4SHING SELF -ADHERED FLASHING i � CO SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact, Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C Cw� � c R as a C2 Q� o c cc v N Vf -p CV fr O C. 4 CV Y 3 °3 d a� as c � r z 3 co ao y o� :ra • v a� CU c ca 2 CV CV 0 C'V 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E 0 ON R 0 N CU o c0 N r N 7 u7 ;-D cn(Nr� 4 M aS m v 4t " W LL a ,n Z _J HE ( O W a- 2 (� co O Om ZC0 ILW w N Z Q J N OU Z N W ❑ ❑ N M 0 0 o z � N Q o S J - N M z v �N CD o w 4-1 �' OLL, o vas v 8 U o co Fold N .4 ti W co cozz M J o Z J n E E o oo w= � ¢� z© V @ Q 0 20 0¢ 0 O o< O E N �0 a o az WW m c0 oY o of � J <w 2,0 aw 22 Z� 0 U CL ¢ az T o0 F� w¢ �a o O d I a o3 0 CV U-) co _ rT c� O > (D LO 0 -c N r co O O O _M M 00 U) m a T N Q + O Q0 N LA-) 00 0 C-0 o N N QL rn L000 CT)N Cfl ro T p o E C CM N z Z E m ca a v _1 Q C) I _J JOB NO: 22-09484-09479 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 G; 4-1 T x 4-1.2" x 2-12" lhxt Cross Support (May beh chat to W) Se'e Bracket (16 Gauge) 1 /2" Die., 25r Galin, (ylp.) a Q IL #14 f-Dri lift Sal 1 g Screws A/C Uat, aotwirn Edge a • Hurricane Strap (Typit�l 3 in front). Washers Front Cress Support - r ."'ram Self -Locking Nuts JIMa)r be cut tolW) Left Bracket (16 Gauge) 145trf:vr Thru Wickets & Back Cross Support into A/C Unit Ba"oril Side (1�pic , l each sinefcrrhurricane use) ..*a fic uLst laaun "runt mains aunt ia.+ayallial mIt!. " Haam"Itia_lliar 9r. tlA" Spar Diabliaft Awil4irile "pan 4bintd r i eft *& glvoyi Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 120=021 Product Approval Application Detail •-.� F - code _ - -- - E liltrry_a gate Pate.. gala Pending Date T". Version Manufacturer CCU Enalneer&Llcense Validated By validated auamltild Fad: Approval ArOnnal Status Affirmation 2020 Small Vent Product's,. Inc, Michael Graham Hermea F Ne,aro P.E. Locke EmdenP.E, 12/1612020 1211OM20 1228f2020 Approved Category: Structural Cahponents (877) 441-8368 PE-73778 (334) 300 t800 Sub Category: Producs introduced as a Result. of Infolitsmartwilf.com N-Tachno1.ny Complfanca Method; Evaluation Report.6om a Florida RegisteredArchitect ors Llcensed Florida Professional Engineer t1)8822R8 acts _ Quality Assurance Approved for Use Approved far Use haDeet Doslan sob#. Product Motlet. Numher or Name Product Descriollon ContractEzoirelian date.In . -1a.. Outside HVHZ Resistant Pressure. 1 W.martVent Mbtle1 #1540,510 Dual Function Floods d Vantilatign Vent 12n5112023 Yes Yes NIA M100f 100 2 SmatVeni Model#1540511 Dual Function Flood and Ventilation Vent f2/312023 Yes Yes NIA +t00F100 3 SZVent Model#1540-520 Insuated Flood Vent I2r512023 Yes Yes NA+.100f1D0 4 SmartVent Mode]#1540,521 Insulated Flood Vent 12IS12023 Yes Yes NJA .1 WA100 5 Sm rhdral Madal #1540.524 16&qua,Garage Door Flood Vent 12ai)2023 'Yes Yes NJA NJA 6 5manVent Mode l#1540.570 WOod Well Insulated Flood Vent 121312023 Yes Yes NIA +10D11DO - a ortVent Made l#1540,574 14.5&qua Gam ge Door Flood Vent 121312023 Yes Yes NA NA Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Application. Detail Pagel oil I414f2021 _ _ .. _ ' - coo .Entity or gate Da_ie DatePendind Data ]V- Voodoo !Manufacturer Contact Enuinaar&.License '.yeldffied By Validated Submitted FaC:Apbroyal Aunroved .status. Rawslon '.2020 Delta] Metals Inc, Jason Shumate. Zachary R. Pleat Looks Barden R:E. OW10/2020 OaMR(2020 QW2..0RO20 10n32020 Approved Category Roofing' L=h 303 1511 PE-74021 (334) 300-1800 subcategory: Metal Rising )ShunlateeNtrexmet.coln Compliance Method: Evaluation Report from a Florida ReglsteredA: hilectora Licensed Florltla Prorasslonl EnglneEr h`1_#17678iRB Produats QuallttrAsstrance -Approved for Use Aporovedfor Use Impact Deialgn 55 Protluct Model. Number or Name. Product Desedptlbn Co1WagLEirolratlon Date In HVHZ Outside HVHZ Resistant Prey 1 Dre%al Metal Roofing Systems DMC 100NS, DMC 150E5, DMC'1758, DMC 2008, 12/31/2025 Yea No Mlil <ot-18o DMGSV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2of4 2252o22 yDate Gotle: E nE tits or Date 08111" Pendlna Date. Type Version Manufacturer Contact.. End [near & License Validated By Validated SUAmlttad FBC:Aaproval Approved Status Reylsic l - 2020 Therma-Tru Corporation p_. Steve Jas erson Lyndon F. chili P.E Ryan d p Y S _ Y n. Kin P:E g,.. 0415/2021 1. 202C t 2131 042 202 ... 2! 1 061082 1 02 A roved pp Category. Faterior Doors (800) 843-7628 pE-434D9 (813) 767-6565 subCategOry: Frmnging Exterior Door Assemblies sjasperson�ihermehu:m Compliance Method: Evaluation Reportfrom a in Florida Registered Architect or:a Licensed Florida Prafesslonal Engineer FL4&a0458-Fib RYddudls, - - - Quality Assurance. Aporovadfor Use Approvedfor Use Impact De)esien Sep:# PradUotModel. Number or Name- Product Deschptian Contract Expiration Date in HVHZ Outside IHVH2 Resistant Pressure 1 Herma-Tru Fiber-Classlc and -Smooth -Star Nominal 89#3g;8&puot;lmpact" Opaque 12131=1 No Yes.. Yes NfA Composite Edge .Fiberglass Single Door (I-wing/outswing X mniiguration) 2 b. Therma-7ru Fiber -Classic and Smooth -Star Nominal 6'8 "lmpactiiquot Opaque 120V2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelhe(e):gnsw fir,; i Wng; XO; OXor OXO bdrifia.asilens 3 c ThermaTru Fiber -Classic and _Smooth -Star Nominal 6Ƌ"lmpact" Opaquts 12131f2022 No Yeg'. - Yes NIA Composite Edge. Fiberglass Double Door with or withoutSidelites(InswinglOutswmg )Xor OXXO conngura#ons) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&9390 uotlm act& not Opaque &b p 121311=2 No Yes Yes N IA. i2 Composite Edge Fiberglass Single Door (I nswfng/Outswing Xconfiguration) 5 e.Therma-TrG FlberClasslc and Smooth -Star Nominal 8&93SO"lmpact>1ot Opaque 12131f2022 No Yes. Yes 'WA. Composite Edge Fiberglass Single Door with Sidelite(s) (I nsv�aSJOutswf,aq; XO, OX or OXo confi urations g ) 6 f:Therma-Tru Ffper-Classioand.Smooth-Star Nominal 8',0"lmpact" Opaque 12131/2022. No Yes: Yes NA Composite Edge Fiberglass Double Ooor with or 14thout Sidelltab(lnswing1Outswing: XX or OXXO configurations) 7 g. Therma-Tru Flber-Classic and Smooth -Star Nominal 6&43S1,8 "lmpsct" Glazed 1273l2022 No Yes Yes WA Composite Edge Fiberglass -Single Door (InswinglOutirsong, X configuration)... 8 h-.Therma-7ru Fibar-Gl sslc and Sin ooth-Star a m. Nominal 5&03 ;8. uotl act& u t - a m 9, &q mp, q o Glazed 1213112022 No Yes Y es N IA. Composite Edge Fiberglass Single Door with aceltte(s) (I nsydngiOrttsw ng; XO, OX or OXO configuration.). g i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&439;8 & uo act& uo Glazed imp t 12t3112022 N b N. Yes Yes NIA. b Composite Edge Fiberglass Double with or b C( wtftout Sidelitas.(InswingfOutswing, )C(or OXXO Configurations). 10 J.Therma-Tru Flber-Classlc and Smooth -Star Nomfnal6'0"lmpact&quat; Glazed 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door lr ewing utswing X configuration) 11 k•Therma-7ru Fiber -Classic and Smooth -Styr Nominal 8',,0"l mpact" Glazed 12f3a/2022. No Yes Yes NIA Composite Edge Fiberglass Single Door with adelhe(s) (I neW rdifOutsw ng; XO OX or OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0.":Impact" Glazed 12G1/2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidellites(Inswing/Outswing XX or OXXO conff urations 9 ), 13 in. Therma.-Tru Fiber-Classicand Smooth -Star Nominal 0;a & c A u t G Molded a &M3 , quotlmpa t&q o, lazed M I ed /341 02 12..f2 2 No V es Yes N 1A- Open Composite Edge Flbarglass Single Ddor (IngWriglOutswing, Xrxxlfiguration). 14 n, Therma-Tru Flber-Classlc and Smooth -Star Nominal6ff8 "lmpact" Glazed Molded 12(31F2022 No Yes Yes WA Open Composite Edge Fberglase Single Door with Glazed Molded Open Sidelite(s) (Ins inglOutswirg, XO, OXar OXD.d nfguratlons) 15. o. Therma-Tru Fiber-Clessio and Smooth -Star Nominal 69939:8 ",lmpact" Glazed Moiled 12f31P2022 No Yas Yes NIA, Open Composite Edge Fiberglass Double:Doorwith or without G lazed Molded Open Sicker- (lnsv4ngtOutswing; XXor OXX9 configurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal Be98 quot lmpact": Opaque 12f312022 No Yes Yes NIA. Composite Edge Fiberglass Single Door with Molded Often Sidelite(sT (I newingtputswing-XO. OXorOXO configurations) 17 q. Therma-Tru Fiber Classlc and Smooth -Star Nominal 69#39:8 "lmpact", Opaque 12f31F2022 No Yas Yes NIA Composite Edge Fiberglass Double Door with or Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga1 art W2021 Coda Emily or Data Date .Date Padding Date. ]Yga Version Manufacturer contact Enalneer& License validated By Valdated ftbaritted PSC Aouravel Approved Satu Revislon 2020 P;GT Industries Jens Rdsolrskl Miaml-Deds BCCO-'CER Miemi-Dada DCCO-VAL ILA912020 1D2W020 WW2020 Approed Cetagory: Exterior Doors (941) 48G-0100 - {.78G) 315-2590 - - SuhCategory. Sliding ExtMor Dbor Assemblies Ires-ldepgund--basso Compliance Mathnd: Cerltficatloa Mark or Listing orn FL'#i5i'-R"3a pradocts. Quality Assuranee Approved for Use- Aoprovad far Use lol Desion. Soo# PrpduaM del. NumBar or Nama Product. Descrnton Com tExrviation bats in HVHZ Dutiable HVHZ Resistant Pressure 9 SG0.5570(L rge Missile Impact) Vmyl Sliding Glass Door 04/142021 Yes Yes. Yes N/A Augustl 0, 2022 P Ru" D Ut';" T A P PROVAL S"'PECIFItCATION' SH As r Florida Statute 553.842 and Florida Adm ini trati Code 9E-72 lease roIll � the information and approval numbers on the buildingcomponents listed below if required b� Fl r da 1 p � pp they will be utilized on the construction project for which you are applying for a CategorylSubeateciory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Crate i. EXTERIOR DOORS lFiber-Classic A. SWINGING Therm aTru a��! Smooth -Star �N01��I�IP� T� FL 0461.1 +67.01- 7.0 f 1 131/ 02 r Therm aT u Fiber -Classic d Smooth -Star (IMPACT) i n � T� L2 F 0458 ?',0!-�'n0 f psi 1�'31102 Therm aTru Fiber -Classic and Smonth-Star (IMPACT) FL 1 4'70 +80.0/-80.0 psi 1 1311 0 2 B. SLIDING MI Windows and. Doors Series 420 FL1533201-FL15332.5 + 40.01-40,0 psf 1213112024 PGT Series 5570 NOA 21-0205v03 +38.71-38.7 psf 411412026 Pella Corporation FL245 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248,3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Sterns 8000/ 100/8200 #1123 (15 r) 1=L3248.10 +30,01' 3„5 psf 12/31/2023 Wayne -Calton Seriesi 8000/8100/8 00 #1124 (15 7) FL0248,11 +34.4/ 38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Dillof A DG1 Inc 507 707 727t747 tand 847 Single & Pairs of Doors FL11537A N/A (see inst sht) 1213 12025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1 499.2 +60.,0/ 0.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11205 +35.01-35.0 psf 6/1712027 Pella Corporation Pella 10 Series FL18503 +50'01-60.0 psf 512212023 B. HORIZONTAL SLIDER MI Windows and Odors Series 188 FL15351.1 +55.01-55.0 psf 211 '2024 Pella Corporation Series 10120 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding l indow F L12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +80.0/- 0.0 psf 413/2023 PGT Series 5520 F 1243a5 NIA 4/3012025 Pella Corporation Series 10120 FL594 +50.01-50.0 psi 711512024 Pelf Corporation 10 Series Flange Fixed F L18280 NIA 5/25/2031 D. MULLION MI Windows and Doors d Series 5754 FL1 353.2 NIA 12/31/2024 PGT Series 5500 F L251,1 IWA 5/2612026 E. OTHER 3. PANEL WALL Am SIDING James Hardie Building Prod. am H r Cem lank La Siding and HardiePlank La Siding p p p � FL1, 192.1 - FL18192. N/A 1 /3112023 S, SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75,0 psf 12/31/2023 Alpha Aluminum. Inc.. ph r Solid and Vented Alumina i�rt m FL185�44 I5 54,2154,2 psf 713012023 C. OTHER 4. (ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 Dili 12/1612022 S. UNDERLAYMENTS Tamko (for Shingle Rood 151b Felt Underlayment FL12328 NA 61.29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N1A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge "dents FL1 918T1 - FL15918=4 NIA 91912025 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 o a' co IncDA-4 L m n Eah'ust Vent FL17202,1 T - 97.51 7.5 psi 12f101025 E. ROOFING FI TILES Eoral Tile 'villa 900 FL7849.27 - FL7849v28 NJA 12/31/2025 Sorel Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc, DMC 100NSt DMC 15OS S r DMC 175Sd DMC 200S, DMC 51V FL17679.1 +01$180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15075,2 NIA 12/311202 t All American Shutters Glass Galvanized Steel Storm Panels FL17859,1 N/A 12/31/2022 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USIA Structural Conn. see chart Simpson Strong -Tie see chart B. . TRUSS PLATES ITfti+11 Building Components � � p Alpine Truss Plates p FL1999.1 - FL19 �9.4 NIA 12/31/2024 M iT k Industries, Inc. Truss Plates F L21 7,1 - FL2197.5 NIA 12131 /2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL5527.1 - FL5527,5 N/A 3/31/2023 Dp MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOAi 20-030,1,5 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 5/2512024 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 125QD22 .code Entliv o Data gs2$y Date Pending Data rvoe Versian Manufacturer Cohtac Enalneer&Lice nse: Validated ev Validated submitted P90 Approval Approved. status.. Revision 2020 Thermo TridCarporation Steve Jasperson Lyndon-F. Schmidt; P.E. RyanJ. King, PE. 071231 020 07/1222020 07/20/2020 1Oil X020 Approved Category: Exterior Doors (80D) 843.7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies slaspersonl@thermatra.co Compliance Method: Evaluation Report from a m. Florida Registered-Archltecfora Llcensed Florida Professional Engineer F=4X-R3 Produces Quality Assurance Approvedfor Use Apprevedfor Use Impact Destan see Prod uct Model; Nam bar or Name product Description Contract Exolratlon .Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Thermo Tru fiber -Classic and Smooth -Star Nominal 08 &quatlmpaot&quo; Opaque I ni 2022 Yes -Yes Yas NIA Composite Edge Fiberglass Single Door (Ins rig/Outsmnng Xconfguration) 2 b.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6Ǝ"lmpact&quo Opaque IW3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Wth Sidellte(s) (InsWriglOutswng: XO, OX at OXO Gonfiggratlons). 8 c. Thermo-Tru Fiber-Classio and Smooth -Star Nominal 6'8 ",lmpact&quoi Opaque 12181F2022 Yes Yes Yea NIA Composite Edge Fiberglass Double Door with or thout Sldelites (Inswing10uM4iog; XX ar OXXO configurations) 4 d. ThermaTru Fber•Classlcand Smooth -Star Nominal 8$D"lmpact&quoi Opaque 1Z131 f2022 Yes Yea Yes NIA Composite Edge Fiberglass Single.Door I niviin IOutswi ` Xcodri uralion ( g rig, g 5 e. Thermo-Tru Fiber-Classicand Smooth -Star Nominal 8&939'r0 ",lmpact&quoi; Opaque 1:7J37f2022 Yes Yee yes NIA Composite Edge Fiberglass Single Doorwih Sidel de(s) (Ir ingfOutswing; XO, OX or OXO configurations) 6 f,Therma-Tru Fiber -Classic. and Smooth Star Nominal 8!,0&quoY,lmpact" Opaque 12J312022 Yes. Yes Yes NJA Cpmposlte Edge Fiberglass OSUWe Door whin or wthout Sidelites La wingfOutswing, XX or MO configurations) 7 g. Thermo-Tru Fiber-ClassicandSmooth-Star Nominal 6',9 "impact&quoi Glazed 12J312022 Yes. Yes Yes NIA Composite. Edge Fiberglass Single Door (Inswfng/Outswing, X configuration) 8 h, Thermsi Fiber -Classic -and Smooth -Star Nominal 8'8 &quoi ImpauMquol, Glazed I MIJ2022 'Yes Yes Yes NIA Composite Edge Fiberglass Single Doorwith. Sidel2e(s) (InswinglOutswing; XO, OX or OXO configurations) 9 i. Therms Tru Fiber-Classicand Smooth -Star Nominal 6':8.":lmpaot", Glazed. 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dcor with or Without Sldelites(Inewing70utaieling XX or OXXO :conflguratlolls)' - 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nom4ral8&439;0",lmpadt"a Glazed 1MI G!022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (1-Wag/Out-Ang, X confgunslion) 11 k. Therma Tru Fiber-Cliassle and Smooib-Star Nominal 8'.0 &quoY,lmpad&quoi' Glazed 121312022 Yes: Yes Yes NIA Composite Edge Fiberglass Single Door uvitri Sidelite(s) Onsv✓ingl0utsv4ng: XO, OX or OXO configurations). 12 I. Therma Tru Fiber -Classic and Sal-th-Star Nominal 8'08iquctlmpact&quoi; Glazed 12/3112022 Yas Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sldelites (InswinglOuavoing. XX or0)X0 configurations). 13 nilTherma-Tru Fiber.Classic and Smooth -Star Nominal 6'.8"impad&quid Opaque 17/312022 Yes: Yes Yes WA Composite Edge Fiberglass Single Door vath "Non Impact&quay Sldelites) (I nswng/Outswng, XO, OX or OXO configurations) 14 n Therma-Tru Fiber -Classic and Sancti Nominal 6'.8 "lmpact&quob Opaque I27312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with " Non-lmpact8qum: Sidelites(I nsWngfOutswing; OXXO configuration) 15 o. Therma-Tin) Fiber-Classio and Smooth -Star Nominal 8&939.0 ":lmpaot&quo; Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &gcot;Non Impact" Sxielite(s) 0 nsw it glOutswing, XO, OX or OXO configurations) 16 p-. Therma-Tru FlbarZIGSM0 and smooth -Star Nominal 84#39;0 &quoi Impact&quo' Opaque - 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door shun "Non-Impact" SidelRes(Ins Ing/Outsv+nng; OXXO configuration) 17 q.Therma-Tru Fiber-Classioand Smooth -Star Nomnal6',8&quat;Non-Impaot&qu I::Opaque 1MIM22 Yes: Yes No NIA Composite Edge Fiberglass Single Door '(Inawng/Outawmg, X configuration) 18 r. Ther ma-Tru.Fiber-Classic and Srmoth-Star m -ominal 8Ǝ& uct Non -Ion act& not Opaque N .. q P q p 9.. 12 2 I2J31 0 2 'Yes-: Yes. No NIA -. Composite Edge Fiberglass Single Door with Sidelite(s) (Fnsv7,nglOutswing; X0, OX or OXO configurations) 19 s. Therma-Tru Fil-Classic and Smooth -Star Nominal 6g;8 ",Non-Impact" Opaque 12/31/2022 Yes Yes No NIA Composite Edge. Klberglass DOUble Door Wth or without Sldelites (tnsm4ngJOutomil; XX or oXXO configuration.) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8RO "Non-Impact&quoi; Opaque 12131 J2022 Yes 'Yes No NIA Composite Edge Fiberglass Single Door (lit ir,g/Outs ha,q Xconfiguration) 21 u, Therma-Tru Fiber -Classic and Smooth -Star Nominal 84#39,0 " Non-lmpact" Opaque 12i3112022 Yes Yes No NIA Composite Edge Fibarglass Single Door vAth Sidellte(s) (Insw it glOutgW rig; XO; OX or OXO cdolourauonsi 22 v. Therm.-Tru Fbar-Clas,;P nit Smooth -Star Nom nal8'08quot;Non-Impact&quoi; Opaque 1213112022 Yes Yes No NIA Composite e.Fiberglass Double Door v4thor vrthout idsIitas(Inswi g/Outswing)(XorOXXO configurations) " 23 w Therma-Tru Fiber-Classicand Smooth Star Nominal 8&09;8 "Non-Impact&quat; Glazed 12131l2022 Yes Yes No N/A Composite Edge Fiberglass Single Door (I nsWng;Cuts vhg; X configuration) 24 x Therma-Tru Fibar-Classic and Smooth -Star Nominal 6':8 "blon-Impaa" Glazed 1213112C22 Yes Yes No NIA Composite Edge Fiberglass Single Door with- Sfdarte(s) (Inav✓nglOutswing, XO OX or OXO' oonfiguratical 25 y.Therma-Tru Fiber-Classicand Smooth.Stor Nomihal6'8" Nonlmpact", Glazed 12I312022 Yes 'Yes No WA Composite Edge Fiberglass Double Door Wth or without Sldelites (Inswing(Outswing, XX or OXXO configurations) 26 z. Thermo Tru Fiber -Classic and Smooth -Star Nominal 8Ɔ"Non-impact&quet, Glazed 121312022 Yes Yes No WA Composite Edge, Fiberglass Single Door (I nswriglOutswing Xmniiguration) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8Ɔ":Non- lmpacl&gUot Glazed 92/3112022 Yes Yes No WA Composts Edge Fiberglass Single Door with S dlelii e(s) (I nsW ng)OutsW ng;.XO, OX or OXO ,confghin'tiona) 28 zb. ThermaTru Fiber -Classic and Smooth -Star Nominal 8&939,08quothlon-Impact&quoi Glazed 1213112022 Yes. Yes No NIA Composite EdgeFiber lass Double Door with.: or without idelits Inswn Outswin XX or OXXO S ( 9/ g, configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2- 1512D21 Code aralty or Date Date Date Pending Date. TV- Version Manufacturer .-Contact. Enam-&Dcansa Vagdamd By Valld*ad Submitted FBC Approval Acaruvad $talus Revision 2070 MI Windomand Doors Brent.6ltinger Luis Roberto Lamas Steven M. Urich, PE 10MB12020 101oar=a ICJ1912020 12A5r102o Approved Category: Exterior Does (717) 355-3300 PE-52514 f717)717-8454. Subcategory: 911dmg: Exterkdrpocr Assemblies bstlinger®mined-cam - compliance Method: Ov Mahoh Report from Florida Registered Architactors Licensed Florida Professional Engineer �L#18312-RHProducts' . Qualfty Asiguirao Anil-dior Use Approved for Use Impact p.sIgn Saoif Protluct Model:Number or Name Product Description Contract: Expiration' Date In HVH. OUIside HVHz estat ressure 1 3ERIES §20 ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No NIA - 145-314"pt80": NON -REINFORCED 2 SERIES 420ALUMINUM SGG SERIES 420ALUMINUM SGD OX: XO,XX 12,3112024 No Yes No NJA a68.qud;x80aoUol; NON -REINFORCED 3 SERIES 42QALW MINUMSGDREINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12)3lf2024 M. Yes No N/A 1453/4"x&6" 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. '121312024 No Yes No WA XO. XX 66"-A%&.quot, 5 SERIES 420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312024 No 'Yes No. NJA 143&quoi x58&qua; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail. Code _ Entity a tl r TV" yens Ion :Manufacturer Co ntact Engineer &Llcense _ Revision 20213 Wayne-O ¢ ; a division or'Ovetfeid Dacr Oway-Ko lsh John E. Scales Corporation (33D)763-8121 PE-61737 Category E tenor Doors dkomish@wayne-daHenA SubCat g ry• sectional Exterior Door Assemblies an C-pliOn.. Method: Evaluation .Report from a. Florida Registered Architect or aLicensed Florida Profasalonal Engineer Ft.1�24it:R2P Products sea # Protluct Mode" Number or Name Product g9111:1 drill 3. BODO/b100T82.11105 5' Mex nIdth. 14035 M. helight: GI-Irg ayailable In top orinternedlete section. 10 8000/81001a200#1123 16' M-Adth. 148439 Maxh' ht. Glazing 9 available In lop or lntemtodiao sedlan. it 80=810=200#1124 16&t119 Max width. 148#39: Max height. Glazing Available in top or intermediate section, Page 1 d 2 D9'2021 &iE Data .Data Pantlino Ppat� Validated ay Validated FDC'Appra.] PLbr ved -status JatreyP Amesan, P.E. 1 On 22D20 09212020 10232020 12nti/2020 Approved (904) 821 5200. Causally Assurance Appravadfor Use Aoorceidfor Use Inroad Desion ..contract Expiration cats 11, HVNZ Outside HVHZ Resistant Pressure 121312025 No Yes Yes +31.001-35100. f 27312023 No Yes Yes +10.001-33.50 121312023 No Y. Yes +34.4008,30 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or 1 1512021 Code �._ Enlvar dr Date a gate Pending - .ice pact e Tvoe �r version Manufactumr Cbnsot der&Llcense Enpm Validated By Irdatetl pint p Validated Su led F6C Ap revel Approved talus Revs- 2020 Curies Division ofAADG, Inc. Tom Rattay UL LLC Troy Bishop, RE 12/10/2020 1210WO20 122112020 Approved Category: Exteror. Doors 1641) 494-2813 f954)947-0880 Subcategory: Exterior Door Components tan.ratey(3jasseebloy.co Compliance Method: Certification Mark or LeOng an Quality Assurance Aoprovedfbruso Aperoved for Use impact postal] Seo # Product Modal. Number or Name Product Dascnial Contrast Etpir tian Date In HWZ Outside HVHZ RiMistant Pmssura 1 1307,10" 727; 747. 757. 777, and 84T angle and Parrs of Flush. Glazed. sad Louvered single and pairs or 1MI12025 Yes Yes Yes WA - Doors hollow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1.irr.2 1 WD21 Code EngN ar Data cal. Data Pending Data lYoe Version Manufacturar Contact Enainear & License Validated By Validated Suumitted FBC Aoomval Aoorpvcd status. Revision 2020 MI WlndaMsand Doors Bortaffiinger American Architectural Steven M Urich, PE 11/172620 1In 712020 112/12020 Approved Category: Vy'IndoWs. t717)360-3300 Menufacturers Assoclatiiin (717)317-13454_ SubCategaly:-Single Hung hsHiingerPmtwtl coal Compliance Method: Cordlicstion Manr a Listing flualiN Assurance Aorirgvad for Use A-rwed for Use. Impact Desion Sect # ProdUtl ModeL.Numb., or Macho .Product Deserlotlon Comraet Exolratlon Date In HVHZ Outside HVHZ Re ant Pressure 2 1855H 52x72 FiNFlarl Frame IGISG.Single Hung 1DiD920n' No Yee No =601-60 tsinlneted Glass }r O O U O O s�_ /' IL O c6 � O O Q O ^^`` W O M LL O .Cn cn -O a) L O C O Q r- 0 - C/) Q cc cVtf°» Mao 0 irQe y-yi�t _N N y � r}aq m 4C ' +,L:3 E v O w (D E C.10 M 0 > L- CL 0 S._ U 0 L_ U m H O s - W = c^-, W Q z Z Q J 11 SHEET NO. PA 1.0. _41-0 (3) (3) r I - (n M (3.) -'-- Florida Deflaftiment of Busirheis8 & Professiorlial Regulation PRO, 6 Ole Florida Npartment of Business 8 Professional Regulation page I Oil Florida Department of Business & Professional Regulation Page I of i Florida [Dephirtmerpt of Business & Professional Regulation 11 Pe.0 I Orz -0 > C- 0 Building Codes and Standards 1 05in22 Bulldlr� Codes and,Standards TrJ2023 Building Codes and Standards L15G02I Building Codes and Standards I F �Izozi 0 Product Approval Application Detail 11 , Product Approval Application Detall ProductApprovall Application Detail Product Approval Application Detail (1) CL = (1) (:) I ! 21N=110111��N � I I � . - code 1 Entityor Date Date DaIg Pencirlij Dote, Cod. Earn, a we Dedis Data �hmdimj . 13-ft, Cod. Entity or age Dale, argue Pending oat. Code � - OhnitV 01 -11, clele onate Dale !iindlihic pglq = co -0 O- 6 Tvilde Version Manufacture contact Endineer & License Validated Validated Submitted FED Approval Approved slat. 10. yarviert Manufacturer contact onithrietur & License Validated EW Validated Submitted FSC Approve Approve status T'.. varturad manufFirturo corm-t Orl & Ll ... d, V.1id.gull Eni Validated SuArruitted FBC Athommoal Amur- maim ZIP-- Wrinigh Manufacture, C.duad Emn...'S, Li ..... Validated an Validated Submitted F8C Arichroal And- status , & -4.- (D R�jslon 20M Ther-TrU Corporation Gategiory� Exterior Dog stevia'Asphshn- Lydd�fin R Son mult, P. E Ryan J. Kirig. P, E 843-7620 PE,43409 767-6555 1 W0712021 D911 tV2021 1011212021 12MSM21 Appg-d Affirmation 20n PoT ldd.Atrle. d,dd R-.nkl mimini-rode 11000 - CER Madi SCCO - VAL I I i05,f2i) ZQ 11105=0 lltl,11�020 Approved ReA.Pon 20S) MJ WIRdoWs and Doors Brem.6hringer American AmIrtectura Steven M. UrIch, PE loffigizi)20 1VOW020 102=20 App-d R-kh" 2020 MI Whindohill and Do.. Sronit Sitfinger Amer- Anthlrachural 81-d M Unth. P5 1 V2212020 1 1422i'2020 11==29 Apin-d U a U) . - (800) (813) SulaCarto%iry� §wngiri � Eltlerinor Door Actionrl sjaepepKpr@tm,mnzdrU.00 I hetlej.vr� Wndolkl, '(941) 466-0100 (TIS) 316,2590 1 category; windows ITJ 1 7) 365-=() Manufacturers As,solistion (717) 317-5454 Category: Wind-v iT17) 365-3300 M-fachurai-sAn-mill (717)3IrZ444 g Clomplarcurt,illethOdlLyalualton Reportfinarna Th Subcategory-. Single Hung Ir.Wsk,@lp9undusWoac on SuItCatiraody' Horizontal Slider Compliance Method: Certification Writ or Listing psitlingergum,mhu.- SuloCal.gory: Fixed Courpli.re. Method; Cortifthl Mark or rich he bsflflrg0hA_mlv1d.cOrs CD -0 0 -0 Florida R.qtsteia� Architect .,a Licensed Florida parrauh... luiallod: Ctsuffi..d.0 sin.fl, or UA.g - ... -,,-, '11, - - � -, , " ,�', - I I , I , � � - I 11", �, l,__� �� ,"', I",, ','_`!11'1_ , , , "' - , - - , � , I �� , : , , , � � - - 11" , , ';, , " " " " � 'I" , I I I , �,`_ '_e , , " _� , , I I "I" 1, - = 0 0 - r-- -0 r Professio al Engineer I � , I - , � _�, ,�_�, �,,��, 1_11'�' ,�,, I - - " � � - ,iiar*L_�i , :�� ��,� �` , V,� , , "I, �_ I :: " , , �, �__,,���, �_ , � , �,� ,� , I " I � Z�� ,�"' - - �*M " - � �` " �9A�==M�L�'�rr - ,_!,,:,'_,1 ... , '' - , , , " " , " _�, - - , � ,,l" , I � � _ , _ 11-1 , I " - � �, __, �1�, ,,,, i, , 1-1, �Ajjj�� "�', �� I " , ", , , , " " " , , , , , , , "', "' , , , -, �_ ,,�- ,,,_-�,,z, -��',,,,,-�",,,,-,,-,,��,��-",-,�,,.,',-;�:"t -,,� �,"-,-,"."j, "'-'_,,-`,-*, ,�_ -, I 1, � , ", _,., �', " ir� - """, , � " -, r, � , , �� -, - ,, -, - -,--,��'_,,,,,,- , " , , , "' , ��,, 1,11 ��, ,, , - � " - � , , - " " '' , , " , " - ��_ ,� 1, ,,, 1!1'1'�', � " ; -"'"',"-"-,"�,�,�,,,,�,��,�,,,,�""","",""--�,,,,,,,",-",_,,,��,�,,,,,,,-",..-,,,',.,'�,',�,�,,�,�,r�,�,--,��',,,�,,-, '. 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I "I' __ Quality Assuni n der Approt,,adipchrUily I ��l I At��e .�: miga 11 Design sd(I 0 Product Model, Number or Nam. Product Desorption Contract Eirilrelitur Mae 11) HvHZ Cuitside HVHZ Resistant lairessigre San 01 Fndduct Modal. N.rodgir Or hiang. Frod.ot resdin.g. Cicrifinact E.iffiratul. onto in HVH Dutshido HVHZ Ii.sisimt P-or Sao$ Product Model, Number or Name Product Ditsi,riptho contract Ex0ration Date In HVHZ Outside HVHZ Resistant Pasegire = 0 -2 LL SICI S Product Mode[, Numberor -Name Plocu&D-ription Contract Expiration Date in HVHZ Ren0stant pressure 2 su-15500 iiOrz. Missile Impact) Voryl 8iriste Hung Windorl, o7i=025 Yes Yes Yes WA i HIS JiI6 Pin i,ld Flange ,mme ".62 Insulated GI.. 02f16n024 No, Y"d Me -551-55 1 iss rw 73 x,72 Insulated Gloss WW2023 No Y. No 1601-60 = - - CU -5-4 - CO 1 a. Thenmi-Tal Fiber -Classic and Smooi Nominal nffn:B aquo0on-Imloatth5quot Opaque 12/31f2022 No Yes NO MIA 0 CU I14- 0 > Composite Edge Fiberglass Single Door U) tironvingiloulsviiiiii: X cunrigunatvor� . 2 b, Therma-Trur 7IberCIadslczmd',�moath-Sar Nominal fl$�#39;lil SquotNon-ImpaoRquat; Opaque 126111=� Composite Edge Fiberglass Single No Yes No NIA (1) L_ L_ Door with XO. OX or,CX0 Cf) _6� 0- ,,;;defisao� (I wtvangiCuaving; - U) CU 3 c, TrePrind-7rul Ficar-Clatisticand Smooth confiatuarrods) Nominal 5&939;8,8,q�.��Non�imp�m�t&qUotl,QpAquA 122112022 No Y_ No MIA ,.0 C co M 0 - -Star F!oeigllgad,,Q,o nposinto Edqe Double DoorvAth or I �- = U) < writhod jd dr m I1n.,MrgiOut.vvng:XXorO)OQ0 -0 . -, - ,- cor,figuiraro-) 4 d. Therma-Tru Fiber,Classic and Smooth -Star Nominal 7&93Q 0 &0igot;NonImrpact&qu.t, Opaque 12SV2022 No Yes No NIA Composite Edgi� Pinang lase Single Door (Inswng/O�ts�,fng;xc�,n�iouratj�) 5 a Therri Fiber-Classho and Smooth -Star Nominal 7&#,99j) squat Non-junpact&quat Opaque 12/31120r22 No Yes No NIA Composite Edge Filgergiam Single Doorwith I Sidolite(5) AtiswitoriDutsWrig; XO.,OX or OXO 6 i,Therma-Tru I'llidenGlassic and Smooth-Ster corrig.risfigns) Nominal agiiimro "Non-I moactaquat' Opaque 1213112022 No Yes No MIA, Florida Dripartmont of Business & Professional Regulation resin, I of I Florida Depsithriont of Business & Professional Regulation Fees. i of I Florida Department of Business & Professional Regulation P.q. � al 0! Composite Edge Fiberglass Single D ... Building Codes and Standards 1115i2tQ1 Building Codes and Standards I (6gQ21 SuildingCodes and Standards 1zv2uQ1 fjh*ANinU/,Ciut�wii3g-.Xmhfigu'mtion) I 7 g. Ther-Trur Fibe-Classic and endwth-Star Nominal 5'Q"Nom-ImpacMq,svt; Opaque 12131=22 QQrplposbo Edge Fillitcrghi-Sinirgle Doorwith No Yes NQ NA Product Approval Application Detail Product Approval Application Detail - Product Approval Application Detail Sidelits(s) (Ihd0ngt`Out`Avrrq�)rO, O� or OX0 oldhff�uratdna) 1 8 h, Thiarnn.J,u Fib-ClassizKound Srm..rth�Sttur Nominal 8&93g;0&q..t;Nrcn-Imp.dt&quOt,, Opaque 12131 12022 No Y. No MIA MR= WMI %I=-' Composite Ed go Fiberg] am Do ubla Door With or Code Entity . �041 gets asta Pending am- C.dg Flury- U.I. Data not. Inindithn Date Cod- E.fit, on Data Dal. Unt. P,gurldl age 4 without skeljbo� tinsvinglCuts,hrig" XX or OXXQ 17'ri. V-1. Manufacture conted sisSul License Validated Validated alubdi FOcApohrodral Approved - TVPa version mideh.f.chme, Contact Engineer& License Validated EN valic.ted Submitted rac kniowei Ador.- Sal Type Version Manufacturer contact rnalmser & License Validated By Validated Submitted PSC Approval Approved status 9 I. TheIrma-Tru Fiber-Clamic and Sm.oth-,S�ta, configurations) Nominal nifiiq�8 &qU0zN0n-lmpagt",GI.sd 1213112022 No Yes No MIA Affiriffetkohn 2D20 PGTuidustrike, Joh, Rosed-W ,kramr-Duiod, BCCO-CER Miaff,D.dc 13CCO - VAL 11 lWa2a 1 IJ0512020 1111112020 Appr"d Ro,4cicri 2020 MI wild.1" and [).or. 3,6htSithriler LgIs R Lomas PE St.sm 14 J)Hoh. PF 1"812020 101W12020 i9lIK020 IPJi�4020 Appro,red Affirmation 2D20 P(ImIndustrez. J ROO-lif Mr.nii-1).up SCCO - CER Mr9mr-Dado ECCD - VAL 1[)06i2l)Zi3 1 1 M12020 1111 V2020 Approved Composite Edge FibergIms Single Door Category! w"do,'. 0 (786) 315-25" Cataq.qto. w,ho-"s, (717) 385-3300' rl t71-0317-M4 Caf.g.hry, Who.- ,(94ID485:0`100 (78BY315-2590, (jhqhq10rww�ihg Xonmiguration) subCstaildry: F..d =111tordurizies'l, g surc.t.qouryt wil bartlingeramusid,o- slitcatintraq: muffiens Irdsovski9p9drsdoeirmc in J. Therna-Tru Fiber-Ciamll: and Sirmooth-St2F Nominat,&'BiqUotNon-iMoo�Mq�iOt� Glazed 12,13112022 No Yes No rVA C-Pi.-Irliatti.divenificlificur us& or I-rathy am dommplkinir Mintritm,Eysluatcri Pelted fr.. a Compliance Method! Cortifflidii., Mark Or Lilting .m CoM site Eoge Fildergirms Single Door With , sidei'll. 0 (s) (InswingMute,oing; XQ, OX or Qx - _- - - - � 11 , "', ,-F"4���'--�,,,,�-,-,,�"-',',',�'�,'� ,,",',`,,�,� ,,,,',"-,,'-,,',, ,, , , ", � ", _,, ,,� ,� 2 , ��,,� _ '' , , , � - 1, , �_� - '' , , -, :ff "'1z"", .", I ell I � I I - _ -, 1�, � A �, , , 1'��`� r':",�`-, " , , , � , - " - , V, e, �:, ,,, �,- ,"," �: , �'-�� ,!,',� " ,,� 'r�-!, -,, ", ;'r : " , _� - - , , I - I I , " I `� I - , I'll I - , - - " '. � - """ 1, ` " � --,- ", � `�,' ,,-,,,,, - :� �,�,"",�,,, , - -1 11 - ", "', " "i , " !", � " -, � , " - - - , , , ,�� '' �, ,�,� � " , � � , , �MW� " - " � I riarldle Reiretersol Annhrt,rt or e Licensedi Plaflic, 1. 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""" " -, _",", � " � ,� , LE-d4-.,,,,,,,�,,�Ill","""".'�,��, ", , , , � ,,,,,, - ,, - , - � � :�,y,', �� " � , - , , - " , , , , " � ", I, I',',, 11" ""Ii" ,", . '' " - '_ , I , " I ", 11_11�1, I "I " , "" , " , ", � ��` - ,, __ I , - , , "' "', _� '_ ,", J ;�, "I - , -1 - - ", , , , " " _ " _� , -,,,,,, , _', - I � - 1,11, , I - I "I'_,", ,� I �, , ", , � 11, , � ��,, , , , , _ I -1 - - -11 I ", ,,,,, " ,�,-, � 61 � �' I, - - , , I - - " ,,,,, - ,-,� I , '�' -, I �1�11 11 I "' " I "I � ,,- --,, ��', ,I 1, -, , - �,� , " 11 ,� '' " ", , , , �,-, ,-,,�, ,,,��_ -, - 1112- ; 11 _�_,��,, - �_�,_1-11 ��"',;' _", ___'�,_ �,� , "" - - , "-, - I I ", __ ,,""', �, " I �,, " - ,, " ." .. ..... I �__ "-1,", " , ,_ - `_ , ", � ", , � _ ,:e, ", , 11 - �"C!l 2U&kA`§_-ff_-_ """, "" _�,: ", r I - 11 , I 11 Appriderati Approvedfurtles ],,act D-lon Z ' Composite Edge Fiberglass Double Door with or -9eq A Product medul, Number or Name, ProduaDestriptlon Cono-ok 5murab- Car In HVHZ ounfidd. Hv Resistant proeisure , - ", I � - , - I I 1, , , '' , , " ,�, 7 11� _ � , " "I " I ,, - - - , � - ,, � , , ,'' - � , - -1 -11,11 _��",,_,,� Z, _', -, 'I, _' ,� , - �, � , 1 I 1. - , - 'I" - I I , I � 11 :�_� __'� , - , "" I , ", , - , , , ", , ", - , , , " , _ - "I I serlill' Pledger I Number or Nam. Product D-lotion Contract Expiration Dal, In HVHZ Outside HVH Reclarent Pressure �Athdut Sidelites,(Ins%�InW,C,ul,s�;ing*;XX or 0XX0 6 Pthisr-5520i[Org. MI.Q. ltmp..t� viruet Fl.ed Wind- 641.10/202� Yes Y.d Y_ INA QW11WA-uran.. Aone-elf-Urg, A-,,o,d far Us, I..rA Saida, I Mullions forAII Doors amlAkfindwsr 1 Alunirrum Mullions, 0504202B Yes yen Yes NJA configurations), I S.-O Frod-thtodal. Whatever Name Product bastarlythe C.dtrg.t legothratil- Date th, 14VHZ autsid. HVHZ Resistant P,..r, 12 1. Therma-Tru Fiber -Classic and Smooth-Ster Nomi 7039;D &quicbNomimicactilquot' Glazed 12/31=22 No Y. No MIA 2 5704 V,vtoal Al..jn.. WHO. 1 n1,Q 024 No. Yes yov N/A compodite Edge FibergIm Snple.Dow Ilnsv�noiQutsvvirrg; kountigurabong 13 m. Thernmi-Tru Fiflic-Classicand Smooth -Star Noirrinuil 7&*SgjD&qg.I:�N.n-Irdp.d+Zqar.L: Glazed 12rAl�2022 No Y. No NIA Composite Fdoe FibeglasisSingle, Poorviith sid.11t.�s) girsorrillcusAng; X01 OX or OXO _1119111"', ) 14 n. ThemnigTri FibelChimc and Srhooth,Stst, Nominal 8,111,10 &qUOtN0h-lrdpM0t&qUO�! Glazed 1281/2022 No Yes NO NIA Z Composite Edge Fiberges"Ingle Door qA8vYmgf0uts�w1r1x X coffilig-'sidi,m) 15 .. Therin.-Tru Fiber-Cessic and Sm.oth-Star- Nominal B'1D&qukrt.Norr-Impz,a&qudt1 Glazed 126V2022 No Yes No NiA Com0meaEdge Fibirrillass3inGIODoorwith I sid-litei.) (in-viingfoutswrig�X0, Cx or QX0 Business & Professional Regulation page 1 at Florida Department of Business & Professional Regulation Page 2 or 2 Florida Department Qf Business & Professional Regulation P.G� -1 of 2 16 - p. Thsrmhh�Tru Fiber-Classto and Simcoth-Star 1111-110111 Nominal ..1g;."Noh.Impav,t&quob Glazed 12i3i/2022 No Y. No aliu�, Building Codes and Standards 1 WD21 Build ng Codes, and Standards Kle=21 Building Codes and Stands rds 102D21 Composite Edge Fiberglass Double Dolt, "th or without Sidelites finswinglOuts0ving; XKor OXXO ProdUctApproval Application Detail Product Approval Application Detail Product Approval Application Detail LU configiuStionit) 17 q. Tharrisr-Tru Fiber-Classno,and Srnooth-$tdir Nominal 5&#�9:8?,qwztNon-Impact&qvct1 Opaque 12131i2022 No Yes No MIA � I � - Composite Edge rlber�lihms Sini Door Qth Transom OnsAngifiOutswing, DIX configuration) � 11 I is r, Thorma-Tru Tibor-Clagisk; and Shroth-Star Nominal Wa9;8"INm-)rnpactsquot, Opaque 1261J2022 No I(v- No NIA Code Entity or 0010 oat. -ver. Perron Daw Cod. Entity .1 I Data , own DaiePtundida Date Cod- Eurt, Data Date Uat, Perigind Pa. Doirnp-bg Edge Filtdirglansio Sing to D-4th Tv". Vde�itvrr huntriscotmor Contact Enoirdiln A Lithando Validated So l Validated Submitted FSC Acrineval A,a,-c 20i TV-- Version 912hirfactrifar contact suainaor&Wcores. Validated Hv Validated Sublihilidw FSC Anyouval A,O,-.d Son Type y2jigm Manufacturer cirritso shal"aa, a I.c.- Validated By Validated Submitted PSCAM..l Approved status SiddIfle(.it .rd"i"n-d- (I.-IrEfOun-Angli OIXQ; CNOX .rOv0X0 O.drfjg�naflcirs) . R.'Adi- 2020 Jams, Hardt.'Duffick g produds. no. 1 Chad Died,Rs V. Ancrew Tan Jon h sdogth.rd, P. E. OVOS12621 12/1 417020 Dvosj�021 ding FEC Apidr, R",!.n 2ri Alsid. Nick nonips- Lyndon F. Schinidu P F_ 17�- J, Kldg� P.E, 0VI5i2Q21 D7115r2(121 o2f22RO21 13�3,-�021 Approved RpAsldn 202i) GAP Micheal Such RoWt 1,111andineir John W. K ... ddi,h. PF OW2612020 tritialmm IMW020 1211 612020 Apprwodl 19 s, Thertra-Tru Filber-Ciassucand Smooth-st., Notf,inaia&#,,Q.-Oaq!,.t,,N.�7[�ip4DIgq.,.t: Opaque 12181J,2022 No Yes N6� MIA Category: Fanner W I . Its flh"t 545-835; PF-816,62 (352),3S?-,25n Category- Panel vivels �33D)922�2389 P&43409 i813�) 7G?_sS55 C-togder", Repring (400) 766-341 j `E-5816e �954) 772-P'224 C�itmpdnht. Edge Riberg lace Single Dodr with subcategory: Sking chod,dieroksge-th.rdi subcategory; Soffits rithompsanOWsid,odur subcategory: issprtifltalhhdgre� n-sti.firagate,im =I &,,WiLd(.) (lns,dngiG.1sWng_ XO, OX or OX9 Compliance Method: Evaluathodfiriphoft'llom a - Ctimplludlc.lhl.th.hd� EVOWIM Reportfrom a Comollaried Method: Eval,dlio� Report from . Continuous Head and Slit configurnitiods) Flarda FIdgisInnodAchhedt an. L,'obn-d Froild. Florida Riclisi-dArohli.otioris U.sin.iad Florida Florida RegstarodAnchropt .is 1-1-suid FlOrda 20 t. Tharm.-Tra Fibe-CIL.-Ic and Shre.th-Sitzi- Nominal 8&959�O " N-1hipacti1clugli: Opaque I Mli2O22 . No Yes No NIA I Pror-ionel Engineer Professional Engineer P riciiii.jamal Engineer Composite Edge Fib.rgl.. Single D.-ith, - - -, : , , I I � ... I , I ��"',11,11_1', 1� �, , � �� ', , "�`�,,,_�,�, '��11, _, , , I" - - , ", "I I I , � - - - I , , -, I I " I , _ '' , ��,� " � " � ,- , , , � - � - - ,,, , , , , � , , - , �, , " - ', � � �KW' _ �� , :�� � �`, , _ , '' - r - , : , - - r-,," ") " _r - - ?,"c"', - � �,:,"",-,4 �,A�r ...... I�Y�,�,, �_�,r',r, ,'z,,%�,f�',,,,,��,-,,��,,,�"V",�,,",�,'�, - ", `A,',,�' -,-�', �,;,', �,'��,7,�,', _E,L ' , �,',,',_ ,',k� , I , � ��%' ',',� , , � I �1, I � 'I',, ,'I 1.1 ,", , , ,� 11 , � 11 Q ;',,��,�,�-,.Z,:,� lFs� ,,_,�', �,� , ,� - " ��, I 1�,,� - '� ,, , , - - ,,�' _,�,�,'_:;,,",,,,,�,, � � - � " - � I � � , � I " I � girgg�li��!4 I I 1 . - I � I , I I I I I . � I - I I I I - I - I , , . I I , e , , - , � � , � , , , �, � � " - I I I I I I I I '' 11 I , , � '' ,� I I I I I , , Scar ki 0msysmngi0utswft9� XD. OX or OX0 I 7 I—- ,� �,,,! " ", " � _ , � ,,, , , , I- � , - - '' , ��,:, � " �!�",,',' - , � - 111 I � � I 11 - , �_� , - , " , ,, �_ __ ��,"'��', ,,,� - � � - �-,�__l, _ � , �1111 11"I", �, - , _ - ,11, _ " , �, , 7 , , " ,� _, , Y, , ", , ',,"', � :, �� " 11 I , , I " �-! , , ��, w , , , ,� _,, , ,,,� , " , , , , " � I ,, " ", , - " I " ,, 111111_11� , ,) , "" � :I - , P, _kk,,,,,, -, Ic � , 11-11-1 - , 1, " �, - � � � ��-,_� -"---" 1� _� "I _,:' , - " ',_19P;l`11_1, � 11 I - I t t"', � - "'," 11", _"11" J� , 411, ,"111 , ,,,,,, ", I ", �, 1',_-1_'1 1, I I �� , - ,,, , " � �, � - -, , � - 1-111' � , �� - I 1�1 � �, ,� ,� �', , �_p,���'� __ I'll I _� , ,,, , " , � -, - , ", � , , - , ,`,v . .. , I , ,�: �, , �, ,� ��, 1,,�,,',. ,�`, 11 �' � - "" ,�,, �,, ��_ ',",""', "ll-,", I , _� 111_111'1�,_: � - ,sori I I I 1, I 11 I 11 1_1 I I I I - -1 �_, - i, , " � , , , - ��_; , �_ � �, , � � ,,, - - I - , " , , � I - I - I �, 1� " �0� - " ,, , , 1, � I �'�61 ,,, - �1�1 I I ,, , I , I :, 11 I -, I - � �,�11_�,��'11 � , _� ... ... ��, ,� , , _', "I �j,-_�,�,��- �,,'ii,_" ','_:�, , ,, _111 - _� �, " ",�, , �_ , 11 �_, " � , I Continuous Head end Sill =rfiguremorls) � , , - I , QUadbi,fivieu I darrics Alitro,wearkhrUid, Approved for Use 1. Daniel, � ..... . ,-- __11'1�, � � _� _ - ", 0oalifir A.-ranot, I _,,-� I I �� A,,,d-d for Usia AApgdJ,rU �� ludwact D.A.. ou.clshi Assurance Aulzrayrnd for Uss Approved for Osur I-M-t 1i " 21 0. Them,,Tru Rber-Claskin hpdSmvicitfi�Sar Nominal s&*39r,ti 9quetNgn.jmIoapt&qug� Glazed 1213IJ2022 No Yes No NIA sea A Product Model, Nuri or Name Product Do.crtlytio ogntjact Expiration Dale In HVHZ oumd. V_RZ Rsalingin 11ressun, S-49 Product Model, Number or Name Product Dedallpt011 contract E�plmthon rat. In KVIRZ outside HVHZ Raidst.Ilt reirsmuns ad -A Product U.11hi. Number- warne Product 0-12flon C--t Eigii,afi Cst. 1, HvHZ Outild, HVH Restated li-re " Composite Edge Fiberglass Single 36orWith S I riunplark Lap'sidirg --rit Ice sudurg firy InV2022i Yes yes WA N)A 1 4 d-,q -,2TO.quat: Will I ventersivial Vinyl sollit lwwzj� I No Y�s He NjA I GAF Asphalt NO& Shingles Fiberglass roldforost 3-1ah, arrifirstoo, 54ehiudd 12i1612022 No Yes MIA NIA =0 ,Idelt�(t��ins�hAnglOUt�Wng;Xb�OXOrCXC ' Cizrrdngoui�,kaa and Sill configuratioSS) d 2 F.rdL011ork Lap Siding � rhb.,�coddsrt op,liding 12itirI12=i "(as Yes NiA NA , ,uot 2 Ix &Auct-Allisace T4rkquOt;SohIr( I Vem-soudVaTyLso I fit 12aliQ025 No yes Na NuA hildididge ,doter sihingled " 22 � Therms-Tru Fber-Cleespeand 8mooth-Star Nominal s& �0 0 &quoi;Non-Impatz0qlj,Qt, Glazed 12/ali=2 No yes No NIA � S c,&.0uct:Gieoj1tnw Wine Se.ded&.V:lQ: S-fit Venuci-studVirryl spirit 12i31t2023 NO Yes No NIA am Composite Edge Ficerg1mvsSingle Doorwith 4 d 'iluot ;off&q..t..:Sdpt Vent., EOjdVhnYI &odil ltiiZV2023 No Yes He NJA Sdefiti (In-OrgiOdsvorig: XD, OX or CXO 5 e. Ikilud;Crarte, b�hsrqud; Sent Vent., Said Vinyl Sofff: lv3v�3 NO Tse NO N)A ill *Ii� GoritInuous'Head and Sir configurations) I 6 f Sq,idiS.pe, Spa.&q..t: SFIfib . I Vent or Soid viry[Saffit 1 PJ31(2025 No 1�e, No NA = 2S �sl, 71harma-Tru Fber-Classro and Smo-th-Stat Nominal sUiuD;8,&qu9tMdm-limpsi�4quat Opaque ilisvtitiri2 Composite Edge Filderpleass Dow Panels vvith Vented No Yes No li* i .2 sjdoibp�(s) Il,rrs�4ni;p0utsvvhd,q; XK M or XXXX C-3 -= = configurations) C111 - w > > = LAJ 24 _x Theirro-Trur Filicer-Cfassic and Snncoth�Staur Nominal &1#39;0 &quo,tNan-Imga,n8,qgo� Opaque 121�11= No Yes No N)A I C3 Composite Edge ribardimv� Dioar ParreIstAtin vented " Sidelite(s) itnswrig?0utsvvh9,1)Q�. XYX orXXXX . C2. C= counfiq.n.g.h.) U r-L Cc = M 25 y. Thdtm.--tlu Filti.rZomic and Smooth -St., Nommarl 6&939;8&quclhNomIjmbpot&lukdt Glazed 121311=2 . No Yes No MJA .E C14 Codirdndite Edge Fiberglass Door Part6lavvith Vented "M >< 1) Sr:1OnevinglCurtsveirlip'XXXXX or X,'(<X Florida Department of Business &, Regulation page i orl Florida Department of Business & Professional Regulation page 1 all Florida Department of Business & Professional Regulation Parisi dfl _.; , 28 Tnemis--l-ru Filber-Clawic drol Scriboth-Star 1i lul-ions) Nominal MWO &quort;Non71rnpaot",Gazed 12i3112022 No Yes No N)A ,Professional Building Codes and,81andards IM021 Building Codes and Standards liel.b2i Building Codes and Standards WVzodl . L ., U) " z. Composte Edge Fiberglass Door PithalsvAth Vented Shdallte(�) (InatsIng10*V,h9,. XX Xk or XXXX ProdUctApprovall Application Detail Product Approval Application Detail Product Approval Application Detail 11 = .-cz 2 (V = _T ::< confIgUratiori 3: "a Ij,3 - � 11 27 -ThermusTru Fiber -Classic and Smooth -Star Nominal 3&0�8 "NomImpsk,t&quitt� Giazedi 1 2P31/2022 No Yes No NA w w Cc hirsizire Edg . Filbe,giczs Sin gle Door vvith 38039. 0 - - I __ I . > E = Siddite(s) (Insvvmg1OutsWng: XO,'OX or OXIO C.de Enflittrior bad, Date ptinhe ?-drn natn' C-114 Entity a Dal- Data Date Pending Date 11 - Entity o I - Dal c Date Piurdinin share, C, CIO, (5 - C= Q = -Z 2a zb. Thermar-Tru riber-Glas,ho 8W Snnooth,78tar configurations) NDMInA[6&030;3"Non-lmpla" Glazed 121211/2022 No Yea No N/A Tvdd Version Manurrecturer Contact Edold- & U .... it V.Iid.t,id EN - I Validep,r] Sodrimittad F$CAy_,.I I Aron- RAUM. :[jL. vinnutid hilgh.seduh. Contact En,id..r& Liceimi Validated EN I . Validdried Sulivnitt.d FligrAtignoval Aiden-ad kitu 7YP. Version Marefirete- Contact Engineer a Ligirds. Y'allchil.d 8v V. ld.t.d ai,ibonfided FSC Appronvith, APK,,.d shtij. -�i M Composite Edge ribarglam Double Door ��Ilh Revialed 2OZ TAMKO Building Prioah,cia LLC Is" Edon Robert 'fienrumn John W, KnozeAch. PE JWQ2020 09i29n2D20 TCAZ2023 1:Z115,2020 Appro-of R"'m 201243 L�V: Thothipvdit, InqAba Troll A,chitectutal Tory a'mistman Zacristry R priml Sievert M. Un,lh, PE 09JIV202a 0911 Ral 0sj=Q2d 12115/420 Appr-d ReIA§i.d 2020 Plorda Metal Products Inc, Clarkj- 4.ma L. Sucks, P.E C S,,ven M utter. PE 09)2h2020 09i2512020 10)0�020 12AN2920 App-d _�t a) -0 ,9'.0 SWolites (Insod,gicros"ing: 0,)C10 catellintOr." Pooling (4171824-SE44 P551166 fl)54)172�6224 metals comparnitTAMIC011 � 41a13) 20-5456 PF-74wl i717) W-8451 category; R.01m; (904) 782-8400 C2UCK Engineering W7I 317 5454 = . = 5: (D configuration) . 5ubC.W!joq1 Uhhdsvhsym.rh� . k.11�d�d@11-ko.card category: Rogring teryQaternot. in.oningodurd S.I,C.hnijomy� Rodin g A-scomes, that ono an d.,irgifl.-ear, PE,31242 . (U -A 20 4Q. Thtintuo-1-m Fibgf�Clzzvic and 8ino.th-Star Nominal s'Q &qvctNQmImlzsh,taquot Glazed 1 Zi�112022 , I . No YoIs No NIA Compliance Method; Evaluation Report from a S.Ibdw.�aoiry: Rearing Acc.morls. that ale an Irregral ?art efth. Reding System i;. C= ::51 Composite, Edge Fileturgia. Single Door with 38#39, 0 SideJited�s) (InswengiOutgWrig: XO, OX or OXO Honda Registered Architect or a U.-d R.0d. Integral Part .fth. Reeling System Coritillharce Method; Evaluation Report from a C.unplianoolliterii.d; E�dlgiiligh Rep.rtfirornsi Fields RegisterediAnorritsat ora Licensed Florida U) .= Smomm-Star configuraticint,) I Nominal 3'�0aquot:Non-Impasan"1 Glazed[ No N/A Pn.fe,siorel Erinjin- ,,,, , � Florida olisurster-ol Ancriltect or. Lidansied Florida Piotesel-I Engineer = = 3 so zd. 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AVHZ Hissilgant Pressume Z 3- FLAMCO-4.0tionitV 10 FildgeAltintriqrat: Aluminum Ridge Viinni far picherg roofafabdoeted 12131(2024 No yes No NiA DoorWib or wthwrt,1ii#3Q 2 S�Cdolhhils� �0 jprladretlow`� I TAMCO Flat Top Off-RidgeVsent.11th Suite lor Tilis 26 9A. swric roofyontletor ,.!in thaffic 09JOO=26 yes Yes NIA MIA from 0.�225' Aurmhurn (Irh9Qng/0ut§wwrg- X, OX. , 0)e6 camigurefirins) 2 TAMKO Roof limderbi�e,ents fN0rJ4[VHZ) R.Ol,nd.ddisdi im.s. 11, � BC ,--HVHZ o&2si2w Me Yes MIA WA 2 TAWO Gcosem,ok Vent 26 go. WOOJ2026 R. Y. NiA lok525 jurtadfalows, a TAMCC Ofi-Ridge Roof Vent with Battle 26 gra, sisti-o.f,entflat-lith integrated barite, 001=2026 Yes yes MIA NYA 4 TAMCO Round Top Off Ridge Vent Isith EaffieforTile 26 go: .tatI.f�orrflatdfth battle 0,910W 026 yes yes WA N,A . Florida, DepartmW of Business & Professional Regulation Pnn.i tfl Florida Department of Business & Professional Regulation �9. 1 6" FICTIda Department of Business & Professional Regulation � PsgO I of 1 Florida Department of Business and Professional Reglolation Building Codes and Standards W/2021 BuildinglCudes and Standards 102021 Building Codes and Standards 1125022 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail f f% Product Approval Application Detail %J of mm ff" INUM " . Cod. TV're, ADtim Mangracame Rc,6,ion 029 L-dic. Entity o corti.ct anniumear&LIterse Validated ltiv� Katrina Jelley Jand- L. Buskner, PE. steen M. Union, PC Data Pal- gets Pending Validated auditors FES Adlml iimno2ii 11/23iiiow lv2912020 Dids I And. satu, ding FBC Apor, codiii TV's vers- Manuffacty'. Rwrim 2020 13.0�1 Fi5darrig Entity or Contact Itnquirdsm & Llcd� Validated By Ander-Polld API`�O Unit.- 9v.d.ung, ,G.ryvv, wwk,r 11 De"i adds Validated Submitted 11,9WON 110)2020 Date Peddling FBC Approval din. ANv P,..,d W0,512020 st.t.. ApprNed Code TWO version Rovisroir 2020, Maiturfactu Global Protection Produncts, I-L.C. Entity o Ciontil. Erm ... r & Lice. so Validated Tim Robinson Walter A. 70jtJr,, RE John W. Khazitsui.h, PE Date Date Date Pending Date Validated Submitted FSC Approval Appl giku-_ 09108)2020 Q9108�2020 1 W0112= 12115t2020 Ad proved (D FL#52-5,94W code EntV. o Date Date Date Date Status C"bry, R.ang , (501) 90-61 65 PE-31242 (7n, 317-84�54 Cat.g.rV.- P-Airg (4013 380-6091 SWoos LLC. (206)854-fliR I Category' Shutters L (954) 689-7545 PE-44167 �g,34� 772-6224 1 , ly pne Revision Val'SlOn Manufacturer Counter - 5020 FO-LYCLASS USA MaUry.Allpert, Engineer Sk Validated y . Litense John W Validated Submitted Pending. Allproved Approved 101260920 10f2212020 FBC 12i'1512020 S.47.4ginq, R.ofingAde-trien that slash ldtogml Pall ofthe scorn 9 Systam Candrili-ndolil,thad: Evaluetimlodport from. Nell.y&-ricorm. 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Split Old English Flat Profile - Denver, CC 12131r2020 N. yes NIA NJA -900 N Piraduct Model, Number or Name Product Description Contract e3schratim Data in HV outside HVHZ Resistant Pressure Evajuation Report from Sea # Frodocir Modint, Numboi- or Nam2 Product poscdclino Contugt Ex2magis Dat � a in 14VHZ ouicid. kvH , Itacstsint Fraessu. Thatoln scorn: mpact 1 20 Gage GorlyanizedSteel Storm Nnel5/HVHZ Corrugated Galvanized Steel Storm Panels retained 12131i2Q22 yes Yes Yes NiA a Florida Registered I Doi,kAirl DA-A .r7FI[uiIt Dock -A, DA-4 L- PhAil.t P.typropyl ... P[..ti,, R.OfVerlt 12110/2025 No Y&, Me -67.61-67.5 17 Sationy $00 - Oratic shaketimmilp: Split Snake Flat Prorile -Stocktor, CA l 2131 awb , No yes MIA N)A or met by tracks to provide hurricane protection, m Arch itect or a Licensed Mechanically Attached to Plyagad book. 1 18 's...y $013 - said, Shakia 4-to, Split sheru, � Sair,hry 700 - Shdk.. 81W.A.arrip; Stili ShAe Fleot Profile - Rltdwt CA 121, jii2121 Net 11-n-th,did.h. CA . .020 No No Y'd Yed MIA NA MIA N)A 2 24,Gage Galvanized St -I Storm PgmsI..iNHVHZ C.nmoored Galvanized Steel Storm Panel. retained 1261i2022 or not by tracks to Povide hurri-he protection. N. Yes Yes NA = (D Florda Professional 20 SadoeyT00-filiusli., Sitte,15-p; Split Snake �17 Terns Ecphda I Rental- Flat Prefili, Fflrdrv, CA 1213ICO2D HVId Prolle - Katy. TX 121316l020 No No Yes Yes MIA WA I'l NJA W Engineer FL#6259-RS1 Produc 28 Vill. L- Prd'uh - Katy, TX 1215i=0 N. Yes N /A M)A C_ QuaIV, Asspurane Apt2rovad for Use Ap , df*rUi§e IMMI Rkaw U) 2*qg Product Model, Number ar-Narne Contr It Epirgion in 14VMZ Product: Description _ Ogifpt,rova -side HVH Resistant Pressure Date 1 Polyglairs Roof UncHaymehits Roofing underlayments 10121= No Yes NiA -trNiAl-6224 - M 1 2 polyglass Roof underlayrnerrts,�HVHZ) Polyglid5% Roof Urid�rlkayryrehts inon-HVHZ) � Polyglarsr roof unclerlayments for use in FB01Z=023 Yes HVHZi.rsdI.fio Polyllilqm reelf underjaympathtts, for Use In 1 =Y2023 No No Yes NtA NIA NIA -NIAI-622,5 � C0 > 0 FRC m:m'HVHZ judsdidithpill � Florida Department of Business & Professional Regulation Poo f cq 1 Florida Department of Business & Professional Regulation pa�- V�f I Florida Department of Business & Pirofessiorial Regulation page 1 oil L_ 1 Pol yglam Roof Underialyrn ants IHVHZ) PoJyg lass roof u rucerlayrin a rits for use In FBC I W2a12023 Yes BVHZj.,l.diplon.. N c NIA NIA Building Codes and Standards IF25,7(1-22 . Building qod0S'afpd Standards v?r2Q;n Building Codes and Standards lf-8421 > 0- 2 Polyglass Roof Underlayments �nord-HVILiZ,l, loolyglaiit,roof underlaym enits, for use in 11212W2023 No F90, non-HVHZ judisdieflionai. Yes NIA -NJA[62Z5 Product Approval Application Detail . I ProdmctApprQVpl Application Detail Product Approval Application Detail 0- I Polyglass Roof Undletilayments (HVF1Z) Polygess roof Underlayinethilitlor usei in F801212312023 Yes No NIA NIA FIVI-17jun.dioliorts. � wM 0 < 2 Polvqlasrs RoofUnclChlayments (non-HVHZIL laglygigus roof underlayments, for use in 12/2312023 No FBC numn-FIVHZjuri5dictinniz Yes N/A +NW-M.5 Cod- Eri . Contact Engurger & 1-1-mans Validated Date Data Date Paurnfig, Validated Sulam lined F13C Approval Date Approved Star-- Cod- T- V.-sm Marn"Factuner Entity or cuiddot Eirsaftesur & Li..... Validated 8, Date Car. Validated Submitted Dweleendluin FBC Apor-I Dkitis Aurrhaved status Cod. TV.- Version Mimijigg.tiji-er Entity C.inted Enuirear Sk LI-se IWAM Dale Deffe Date Polidlaii, Date Validated Submitted Andro-d gm,te. " I Polyglass Roof Underlayments (WHtt Polyg lass roof underlaynn ents for use in FaQ 1 2J2 M023 Yes N o NJA INA Type Version Manijactu R�isiorr 2020 At I American Sh use to and C lass Mike Barbieri Frank L. Ben randa, RE Troy Bishop, P.E. i oli-qn3i2a2b ififirwow 1110512020 1211512020 Approvehl Renieron '�02() Alpine St.. 1 L-irs ICC PvnIWfdnss,vr.. LLC William M, Rantert PE 10131?2020 IN212020 1IM12020 IiM6/202i) Apprvv,d Rponle. 2P f�vrmrdcciial Concrete Prodixicilitc. Y1lwd2Lf& Robert 011110 Samuel A, Greenberg ,John Hoy L51W.LM-Val 12M612020 1 ZifIV202C 121Z212020 eutdc FSC Appu 0 � Polyglass Roof Undlorlaryments Qien-HVH2� HVHZjl.irfsdicrtkins. Polyglam roof yruderlayments, for use in 12J2M023 No '�ds WA -NIAI-622Z Cirtinjorv!, Shutters $00atik,qoly: Storm Parels (561) 712-98B2 FE-0046549 (954) 947-0850 mleab@al lamericanshutte category: Structural Components SubC.h.g.,Y; rhass Pladdo �,1211710-3377 (4071681-1917 a..Is�@.IPjddIb,,.e.m '20 Category: structural Components Sulocalrolgory. Prod"s Introduced as a Ricatiltof (41 5) Oi!�D-1707 PE-34245 ("Z588-5311 Pno.tgar.,@Y.h.._ =3 FttGn.;mHVHZj.ru.dictgri. Compliance Method � Evaluation Report from a Iniedum CompulancellethOul: r�.lti.lion Report *-. 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I -0 F- P.roductApprova[ Application Detail Product Approval Application Detail Product Approval Application Detail 0 " M so =_ Code 9,.JIN or Man, P& Data P.raina Date Is= cade Entity . Date Me ii Farradfiro I [in" Code iil� rate Pla Date piddlifin gal. L. LLJ C T-ri N�2� Manufacturer Contact Orignater & License VAllill.lidd Ely Validated itylarnifted FEIC Ao,.v,l Airpro-id adaill ivise Vernon Manufacturer Conrad Engineer a Liao" V.Ildg.d BV Validated Submitted FIBC Approve[ Approved atial. Inva. �� Manufacture t-11.0 Eggline, & License V.11dated Bv , Validated Submitted rOCApprad.] A'ard- Status ��j = Rall.lorh 2920 MITick Inc, category. anitturalcomp-roa Erin Walclort UCC Evaluation service, LLC ICQ Evaluation 8-vica, I952>898-g635 LLC. OMIM21 08MW2021 08d2?2021 Appr-d Rit'Ason 2020 welph- or C.Legory, struot.W.Corip-nit, Rob Widwin ICC EInhiiAllor, Sw*d. LLC led Lehrer. P.E. �2�5b3,) 024-64?q iiiiiir)fi3i =2=21 I oil =P;� 021OZ12021 Appeyed Annnhatim' 2020 A pher A umhUm. 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Yes NZA MIA NA WA ClidurA.unrip" did , Som, cmuk-P; Wood 1 SHEET No. 4 WTIBIHS 18 qa high .freurpth in.. con-clor plate 12?3lf2Q22 Y_ yen k6k MIA board Find Bound 5 MT20HS A 6. high straingth trusecon ... tor plate 12i3112022, Yes yes MIA N)A 6 Weyerhaeuser Rinn 8 ... it oriented Stand spend Rim BOHM 0313112OZ3 No yed MIA MIA 6 - .1 I Lis, MT18 711.41 MT20 I a g.. thus. delineator plate. 1213112022 20 ga. truss connector pleles 12aV2022 v�s Yes Y. Yes nI 1A MIA NJA MiA I I August10,2022 I PA 1.1 I I I . . __ .7 1: I— - . 11 , - 7_1 - . , , 4 ,_ , 15 �1,-!�`; - -, %_`W7 -, - - - " , - _�,�- _,7.�, - " : , ", 1,4 - ff�".. (y _,N�:� .; , ,_,,,.' r 1:1� , � , : " - ' .. � . , , , I I . i� , - I., , - �;-K ,.I - ... I �� . : , I , .� . ill � " - �i,-4,,aiiNxlllnmff4,Lvm-t7A,3�'! -, ,- -1. :., �- � I I �.d I , - ,til� �.� .T � I" � � .. - - - -:0.z. �., . , . _ _ _T , , - -_ , , 'Z0_YTYj4M ;,:, , _: �. - d - '� L11 I , . , 1 .� " . �' , I. _ , ? - . _ : - _� -. ,_:i-..,., ;�,��, ,'--, �.' 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W Vinyl Non•impedl Single Hung Window 081222022 No Yee No. +40140 1 2 SOHO IOM Vbpl!lad wlndo,tildr X76'). 07f1512022 No No Yee Yea Ns No +256-25 +261-?b Ssoa PM4u0 Mods, Number er Nail 1 Pradut Daesdatian Centrig Expiration Dais in HVHZ Cubids RVHZ ReeiafBnt Pnaaun O 1 s L���t � 2 Sense IW20 High Faftrmarla a main Hung Mnyi High Palbirml Simla Hung Twin 0621r2027 No Yes No +SOPS 2 Pals 10 Series Single Hung Window 54'xg0' Mnyl Wn•Impedt Single Hung Window 07(OBY1022 No Yes NO +4514.5 8 Samos 10120 y4rrdfrmd WO+doN'{i98'x64'} UTIt&2022 'AMA No Yes NO 10Ser1ea Flange.Flxed 10 Series 1W Fleas.R dWkrdax O5f25f2031 Yes Yea No NIA •- �•e� � V "'fie t�� � V 9 1020 I* Hung Cornp-lie (72 x 8&12') a P db no Series Single Hung W rUIW w a or vinyl Non-Inpxt Single Hung Window07N612022 UT/0B12022 No No Yes Yee No No 40)V 0 +50k50 ZWM 10120 Read Window (a0'x GO l 0711&2022 +601.w O Co Series SIN Mmo Single Hung THPieCompoeba(10a'x7T). OW1Sr1027 No Yes No +40!40 4 1 9 4 Palls lO Series Single Hu no Window 48'x73' Mnyl NOM]mpaal.Single Hung Window 5 ' OM2@022 No Yes Ma +eScS9: Window Ft'((�¢}.A71S Pmdsoh - ,`,_ `` .' , ;. ' . _:, " '. `.:.: . 1. '`•. ; . ` '^ O V J H... :Salsa W20SrgIM1 urB Virgil Single Hung 7dps GSnpoeaef108'x83.51 0623r102 No Y es No +36I:36 Pella 10 Series Slagle Hung 36 x62'vinyl NorW pWSingle Hung ..., _ .. , < , •, -.; ., ..,.. - : „. ,;._ „ ,... , :.. .. , . .� � O 5 sod" 1f220.aingle-Hung MrryISlraleHung TWlnComp:aiIbag6.WX3R.5) OW13=7 No Yoe No +3" 6 peas 10Series .single Rung Wndow 86'x77MnylNandmpaetSINMMUNWindow OrM912022 No Yes No 40-W 4m11trArurrtaa AserevadFor Us, Aaera" for U60 ImmM nellien �♦ Q� L a Saves HOMO SI lo, Hung re Vinyl Slagle Hun TWln Cori ae(72'x 6W) 08/1612027 g Poe No Yes N. +35L3g 7 Pella 10 Serlessingle Hung Winnow 52-118-x 50•Mayl Non -Impact Single Hun Wlndm 1011712023 g NO Yee No +5� �E Product Maid..Nkmbr erNsme 'PradualQseedotim. CAptnetExaimlhn Dab In HVHZ Gubds HVH2 Waidarrt f4esurs '^ L v, �d 7 8 Series 1=08ingishung Virrylairs's Hung Thple composite(109' x5&5') 0806Y1027 No Yes No +$6hw +35h35 - �- , - - 1 Had. 10120 Yaryl Exed mow. (90•X 75'} 07JI&2024 No Yes No +261-25 ♦W �Tt v, � ♦y i•F� Q Series 10120 single Hung Vinyl single Hung WW40W W xT2') 0&171202T No Yee Mo :FwMa8634R5-Pmd*eae : - 2 Series 10120 Vinyl 0711IMO24 Windowndow No Ya rb +2Y-25 1 19 8Bdes 1020 SI I@HUrg Saida Wnrl Single Hung Window(45' x59.172) tMiM027 No No Yes Yes W No +35r.96 googD�yg� reerI"HyH ss 6ag�4aS 1simbl gown 3 Series 1O20 - FlfixW l05'x64') Vinyl Ford Window (60'ik50') D7l162024 No Yes Vie +501-60 10708ingle.Hung Mrryl Blrgls Hung Wlndow(95'x MIX) 06MO02027 +3636 Prachad Model. N"W a, Name _ vadmiCep in HVH2 Outside HMHE Reaielani Fressun .- 11 earl" IMI) Single :Sodas 1012E Single Hung Vinyl :SHung Vlryl ingle Hung Window {36'x77'ndow W1 ) 06f1 OU'r No Yes No +3&35 1AE Pegs OSerleu.Single Hung: Wlnddr �Erreiralian0sb 96•x90•Nnyl Nn mpeotSingla Hung Wlntlow, 2f2022 No Yee hb +4004a 13 SerlevlOrJOSlrala Hung Vinyl SlrSle Hung TwinDomposlh (72'x 53di') S62312027 No Yes No +all-.% 2 Page lO Series Slngb Hung Window 89 x 90' Vinyl Non,lin F Single Hung Window 05M2023 No YM No +4e-45 14 $wlea 10NO He Hung Vinyl Singl9 HungTwln Compomlt@(66.5'xMX') 00010027 No yes No +351&35 a Palle lO Series Single HungWndaw 84'xa8'Vlnyl Non-Iny�ect Single Hung Ynrbw O6t0612023 No Yes No +60b 1S Sedesi020SIngNHung VhrylSbgle HUrlg1WMCohlpoelte(85.5'x72') OW172027 No Yes No +3�5 4 Pella 10&aria% Single Hung Wndoer We 67 Vinyl Non•Imped gingia Hung Winow 08222923 No Yes NO +ESISS 16 Serbs 1020 SIry74e Hung Vinyl Single Hung T.I. 0nmpoana(72'x72`) oefi 1027 No Yes NO +40"0 S Pala 10 Seri"SIM& HUng Window, 521,7.O'Mnyi Non-Impaui Single Hung Window 1DII712CI23 No Yes NO +ealac 17 SwIEs 1020811glo Hung Vinyl FB¢d WNt SIngl@tiung Rankers(108• x 721. IDIOW2021 No Yes M +306M ry(i1�}I&�iaMfuduib Y _ iiU111i6La8dOMYalI Ananyrd Fir U., dapIS17M1jrr.YiY lIYg10l fiata0. AN" Pmdm Modal. MrmherW Name PIWWADe -thrti t Cowoett Exonstian Data in NVH2 Outside HYg2 Raai.tani i 19D Sends erThermagaror Enaempeas OrAvgml High Vinyl High Performance Single Hung (42 x77) 061171202T No Yea No +501M Parlormence SINIe Hung 2 15O San® erThermasatrarEnmmpma orAvgndl High Varyi High ParlDr. an. Slnel. Hunglkln SMV2027 NO Yee No. -W-M Perlormanoa Eagle Kura Cone (T7x8&1 W! - a 1SO ROHNrThermsueraerncampsu wAvatltl Single VIny4SIN Is HUN THNo Conpoaa4(IOrY72•) OtrIM027 No Yes No +40IQ Hung 4 180RerlesOrThHmmlaror Encompass OrAvarta Single Vinyl Single Hung Triple Gomm eae(100'x Sit) M2312027 No Yes No +35f 5 Hung Florida Departrnen t of Business & Professional Regulation P.aa 1 d 1 Florida Deper ial of Business & Professional Regulation Pee.1.11 Flodda Department of Business & Professional Regulation P.ae 1 of 2 Balding Codes and Standards anar1o22 Building Codes and SCarxiarda 15MG12 2 Building Codes and Standards ItIVA22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cod. Endbvar Duel. Dab Due Panill- l- TVM Mora" Namu40turer Cn"s EadoaerALitaea. Veldobwlay Y4TWaba submitted FBCAgile" Approved suius c4da libbly.r .. Doh Oft Date P-ad Oda hall! viltw. IfsH.b*tM Coma6t Eacnxa18tifam Validated Vali*md 8u8milbd FRCAearevil Annm"d 9teto Code Entllver Dab. Data Wh Panda... o- sa Berea* Ma"llbaturbr 0.1,10 EntlMar3Limos validated ax wildood aFOCAaEreval A5erov4d 8_¢� Afinmtlm 2020 page Gorpowtlon. JOe Hayden BOndl Wndowail Door James L Buckner, P.E. a 07714/2020 0T114r2020 OT/2012020 Approved AnrMson 2020 Pelb Gorpondim Joe Ryder&.4 Warten W. Sr7vebr, P.E. T.E. Winn, PIE, LLC 07/1412020 07114,2020 07(2com Approved AM-W. 20M Polk Corporl Joe Hayden Sendl Wlndowaid Door demos L audrner, P.E. a 0711412020. 07/1412020 OTJ2012020 Appmted 0eipar.Wndowe Robinson ManulaGWICIAasodlatlan CHUCKENIneering Categary.Wndows Robinson PE44135 (001)62Sa355 Crtpar.. Exterior Doors Robinson Manufewe,Asawlatlon CHUCK Engineering BabOetgary. Horizontal Slider (641):021-SON (Ea1)4a14MW A Meteaay.,Hal.PmaiSlIder (641)82i-8008 BubDa/epery.,SiWing Elaodar DoorAeaambiled g5 (541m-OOIs51)4s1•agz7 Compiia.oe Method: Ceriffi*1en Marko, Elating. Pollaprodudepproval®pe, Gampll.xel Mal E aluadbn R.Pod from a pelloprodudepprovalilOpe Campii.aeo Mxl[wd: Cartlfleatlon Mark or, Usting Pell.pmduatapproval®po le.com Florida Reg lsWWArch heat or a I -danced Florida IIa.w. Ib:aom 'Fl1lI11fi1.N7Pradueh PrpfMI-al Engineer - _. _... _ ... FIP2sda4t�prddoes - -. .. Aniro.sd For Use Agm9il far gm Low two F(iM28114R4Pndloeb- - ---- � - �iellh(9N1mgS Aoa+wed far Uae A -raved Far 11 humd 229= . � Prasod Model. Nona at Name Produu Deeedetian Co rMORreiretisn Dab i.HVHZ aUwda H0 Resishe Pisa. OAMivAnuards Aoor*W4 for ass Adorovad For Ups I1 De8]an 211112 Pmdual Mode]. Nuaba erNeme ProdogtMoAdatdart C*0MORxe1m10n Dau In HVHZ 0.1I HYF¢ Resistant Pnsauro. 1 Series 1C20 Sliding Whilow Vinyl 6Hollis Wrndow(GXor)00, 73-IW al Rif27f202d No Yea No +3" .a.3p Pmduet Medd. Munear or Nome :ProduetObehellen CaklkroekExelrefbh Wh ]nHrLi OuteMx HVHE a�ni Pirelli. . 1 Serbs 10+2OUSSidi rig QIon Door Vinyf2.Punal-CX'elidIN G&M Door ORS' x961 lin02021 No Yes No +2$125 2 $eves 1020 Sliding YJlntllrx VirrylSldirgWinduvr(CX w M 7340, a36') 0312812023 Nd Yes No +V"S 1 Somme 10 SlIdIng.Window - Salsa 10 Mrryl Flsngad 61WIN Windows 0W2812081 No Yee No NIA 2 Seres I20/25:.$king Q3IM Door Virry,81igle Panel Fxed'0' Door(SWIlls;, 64-1&l0' fA1M022 No Yea Viz +8SL3S 3 Swift 1220 SIIdIng YArxbw MrS48lding Wlrrdow(XCx 10Sx 60'1, OW70023 No Yes NO +3%-So xal-lm 4 Seres 100811dIng W]ndow Mnyl ailing Widow(XDX, i08'x Say a7Y1702023 No Yea Nu +3a'-39 8 Series 1(y1026 Slid IN Gless Door Vinyl 24Pmangr Sliding Geft Door(72 a82'). 10MV2021 No Yes Na +35tii.9 4 pNArrNa Sedes 1V20Mk 91 IN Qlaea tom MV Single Panel. Fixed lC' Door(Skfrdlla; 47-10x =2642022 aslrz9 No Y. No +25.28 �,(B2n4eA7$ QwlitrAasPdrwa...-. _ Aau'wadfa its. ..A.pro•4rdfarUse Imps( o"ion _. . 8-0 Praduat Nadel. Number Or Wane Onadsal Dooadalian' Ea-r.atF olr Ike Bala In HVHZ Dubida HVHZ ll..W..F P".0 1 series 180 or Ercompeas prAvantl SION019s Door -Virryl 24tlonol wO)r, HItION Glass Door (66-1FPx W2412MI No Yes No +250-25 2-1112") 2 Smiles 1M or F-Oesa crAwntl8II&M.Glass Door Vinyl Single Panel Fixed '0- Door (SkWlte; 3-MWx 02fi6M032 NO Yes No +40)40 81.12-) S Swiss 180.pr FF-pm orAwntl Sliding glass Door Ylnyl 343and'C3' $liding Gkma 0o r(72"x82')' O8f0152022 No Yes No +3FiI35 4 Smles laO or Errgmpaeaixpyantl Slidlrg Qlasi Door Vinyl Sing Is Panel Fixed `Q'Door (SkJCIIFe; 47-17£x 02116I202 No Yee NO +251¢8 a1Y1848:Ri4PyLdurt. ` -. _ :V Oua61hrAxsaanes. Moro -tad For Uae Aoorrnod for U" Imcwct D iM O �. Praduek Made]. Number of Nxms PreduM DesAdatim iCeirlrfet Exeiralrsn Deb in HVHZ Dulade HYH2 Realat"t ..Measure 1 Series 180 or EMompeaddrAYantl SlldingUlan Door MV 241ar1ol 103C Slldlrg (less Door (WIM' x OW7412031 No Yes NO +25123 � 6l 2 WIT) no- C3 W S.Mm 1E0 or Emompese arAwMf Slldlrg Gass Door Vinyl Slagle Penal Fixed Door(Sldellte; 35.1W x 02fiW2032 81-121 No Yge No +4W-A0 /�'�� V t.1 10 L C a E, a S Sense dal or Encompass orAwMl Sliding Glass Door Vinyl 2-panai''= SlldNgo" Door (77. 82') 0&2402012 No Yes No +35F56 O c+. 4 Series 1M orErxamp-Awntl Sllmrg.Glaae Dour Vlrryiairgi.Panel.Fhok*C"Umr(SkNlIh,4T-lWA CQf1OM= No Yes No +26`25 � m N 0&12') H G t1 Li N CN N N Q _ O N cu Y d tZ s Gu m _ Q 3 cc c2 m C G a -9 E CD L) o` (D E v J CIO O L Q O C O U) CU m O L W z J z a SHEET NO. August 10, 2022 PA 1 2 ■ � .rv,� a,(4�. ._., .. ._.. .:..-.. .� ,--._.-_... ._. _ N U _ .. ^N` L O ® _Updated Simpson Strong .Tie 2020 FBC Approved Products -I Mil. 0 ,zr3 rzo2 ®Simpson Strong -Tie 2020 FBC Approved Products U dated 12f30: 020 p � "..�.Strong-Tie,Updated ®Simpson 2020 FBC Approved Products12 12130 020 • ®Simpson Strong -Tie 2Q20 FBC Approved Products Updated 12r�orzo2g �✓ O Cr� � For direct finks to eptSSTapprovals listed belove, CLICK HERE; For links to: SSTapprovals listed below, CLICK HERE. For direct links to'all SSTapprovals listed below HERE,. • For direct links to:all SSTapprovals listed dolovo,..CLICK-HERE �✓ /1 „ , ,. direct all ,: .. .CLICK „ , ; , a r additional Information in.Fltxltl Florida'ss at wld vt System regarding g a. St_. pp ys @ County ril a eProd c Approval mend. Mann -Dade, L H. Notice otAacetan. e.. NO CLICK RE. P. c (_. Aj, E For eAtldln Information regarding Ides atewtd Product Approval terns Miami Dade Count. F additional In IXm n e &... t Florida'sFlIX 8C e Pr c o a and 9.....g pp... System Y Nat ceof Acre to c NO 'CLICK HERE. i p._.n. e ( A), .,. t For Information regarding Florida'sFI ld s Statewide :: Product :. r- System is n _ 9....ng a a Stfl $.Pf ct Approval m erid M mI Dade County pP Ys Notice d dA CLICK HER _..I A Ce lance (N ). .. p. in r r For additional format on re a din Florida'sStatewide. ProductA royal S tem�and Mlaml Dade Cant g.... 9Pp Systemand Nonce Of"AGaO kanC@.(NO _. , CLICK HERE. . p A) Co U) FL#2a$9-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3• 9A13" and heights ranging from 4.5116" to 11". Concealed flange U 0 Se # a Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea #Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or 0 `L 1 Then Sta nlessSteel Concrete & Masonry Screw (rTN-SSj 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, AX A35 A44 Angles 1 ET, Bri BTH Brick Ties greater than 3-9116". 0 2 APA21, APA4, APA6 APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12 Cl CMSTCI6 Coiled Straps 12- fli series hangers Face -mount hangers available inwidths ranging from rl-VB" to 3- O Q 3 APB44: APB44R APVB66 APB66R APB88 APBSSR, AP61010, AP8101 DR APVB44, Outdoor Accents Post Bases 3 C$14, C$16 CS18, C520, CS22 Coiled Straps 518 and heights ranging from 9.1/4" to 16", O C _o _ FL#9589-R$; APV844R, APVB66, APVB66R, APV888, APVBSSR, APV81010; APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU363 SDs, LGU5.25-SDS Face -mount hangers co _1-=� (10 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, Li LU28, LU210 Face -mount hangers ICU O Sea N Product Model. Num ber or Name Product Description APVDJT2R-6 6 DSP; SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Fare -mount hangers , C O 1 SD10112DBB Outdoor Accents Connector Screw 5 Al APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 HI, H10A, H2.5A, H3; HQ H7Z, Hill H165, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- ( L 2 SD9112, SD9212, SDI0112, SD10212 Strong Drive SD Connector Screw 6 APL4 APL6, APT4, APTS, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Gird er Tiedown 5f8" and heights ranging from 3" to 10-15/16". U) O Q 3 Si $D9212SS Strong Drive SD Connector SS Screw 7 APLH24, RPLH24R; RPLH26, APLH26R, APLH210: RPLH21 OR Outdoor Accents Light Hangers 9' HS24 Hurricane Tie 17 MGU3:63-SDS, MGU5.25-SDS; MGU5.50-SOS, MGU5.62-SDS, MGU7:00-SDS Face -mount hangers -� ((3 '10 -i-� 4 SDCF22434, SDCF22o12 SQCF22614, Si SDCF22$oB, SDCF221014; Strong-Drive-SDGP Timber-CF Screw 8 BVLZ Brick Veneer LedgerGannectoi 40- H$S2 SDS1:S, HS52 2 SQS3, HSS2 3 SDS3 HSS4 SDS3 Heavy Stud Shoe Y 1$ MlU series hangers 9 Face -mount hangers available m widths ranging from 1.9116 in o- g g 9 � .i� ._ �� //�� v! Q SDCF221134, SDCF221334 SDCF27195$, 6DCF272358, 9 CeT2Z, CST4Z Concealed Beam Ties 11 li HST3 HST5, HST6 Straight Straps 118 and heights ranging from 6-15116' to 19-112" 5 SDCP22434, SDCP22512 SDGP22614, SDCP22700SDCP22858, Si Strong -Drive SDCP Timbor-CP Screw 10 CJl CJT4Z, CJi CJT6Z Concealed Joist Ties 12 HTS16, Hl HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS26, MUS25 Face mount hangers SDCP221100.SDCP221134,SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ,HTSQ20KTZ Heavy Twist Strap 20 SUR,SUL,SURG,SULCseries hangers Skewed face -mount hangers available inwilranging from l- 6 SDHR2740Q SDHR27614; SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-911S" and heights ranging from 3-1/16" to 13-314". 7 SDS25112: SD525134, SDS25200, Si SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4-. FC8 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500: SD525500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. S SDS2511'2SS, SDS2520OSS; SDS25212SS, SDS253DOSS: SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTS40 Bridging. 21 U series hangers Face -mount hangers available in widths ranging from 1-9110 to 9 SDWF2716; Si SDo711F2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2i5T, H8, HlOA-2, H1 OS, H14, HGA10 HurricanoTies 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5l8" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 16 HH4, HH6 Header Hangers 20 MST27; MSf37, MST48, MST60, MST72 Straight Straps FL#10007-RB.. 19 K651Z Knee Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA3D MSTA36, MSTA49 :Straight Straps FL#10667-R6 20 1_30, L50, L70, L90 Angles 22 MSTG28, MSTC40, MSTC52, MSTC6$ MSTC78 Straight Straps Sea # Product Model. Num ber or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6693 Pre -Bent Straps Sea # Product Model. Num ber or Name Product Description 1 ATR318, ATR1fZ ATRSIS, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI4$ MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-9116" to 7- 2 ATUD5, ATUDB-2, ATU09, ATU09-2, ATUD9-3 ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS1S, MTS18; MTS20, MTS24C, MTS30 MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". 3 BP318- J2 B _ - 2, BP 1 P1J2 3. BP518 2, BPr�78 3, BP314, BP314_ 3, BPRTUD3 4 Beano Plates 9 24 L5SJ26LZ, LSSJ26R2 LSSJ28LZ; LSSJ2SRZ_ LSSJ2i0LZ; LSSJ210RZ , Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x1416, NCA2x12-16 Bridging 2 DGBF series hangers To flange hen ers available in widths ranging from 3-518" to 7- p 9 9 g 9 4 CNW318: CNW112, CNW518, CNW314, CNW5f8 112, CNW314-5/8 Coupler Nuts 25 LSSR1:81, LSSR2:1, LSSR2.37, LSSR2.Sfi, LSSR210-2 LSSR410 Field Adjustable Slopeabl /Skeivable Hanger 27 RCW61"2 RCWB14- Wall Bracing 118" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUDSS, CTUD66 CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling'Take-Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTU098, CTUD99 27 ML23Z, ML24Z, ML2SZ, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8"and heights ranging from 7-114"to 24", 6 N3; N4,N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUD6, RTUD7, RTUDS Reiterating Take -Up Device 29 MMHC _ Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5fS" and heights ranging from 9-114" to 24". - 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1X' to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12. ST78, ST22, ST292, ST2122, ST2115: ST,2215, ST6215, ST5224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-112", 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T627, TB30, T636, TB42, TB48, TB54 TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in wdths ranging from 3 518"to 7- 11 URS4 112" Uplift Rod Run Tledovm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612 TWB14 Wall Bracing 114' and heights ranging from 11-114' to 32". 12 URS5 WS" Uplift Rod Run Tiedown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable. Pitch Girder Tiedown 7 GLS.series hangers Saddle hangers available in widths ranging from 3-I W'to:6-718" 13 Ul 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB1080, WB126,'W8126C, WB143C Wall Bracing and heights ranging from 8 112' to 28". 36 79, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-91'15'to 7- FL#10447-R5 112"Wand heights ranging from 8" to:3D', Sea # Product Model, Number or Name Product Description Sec 11 Product Model. Number or Nam Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1X'to B-7/6' LU 1 DTT2 Hold-down Sea,# Product Model, Number or Name Product Description 1 CBH2:37x55, CBH2 37x7,63, CBH2.37x9:75 Concealed hangers and heights ranging from 10 112"to 28". 2 HDC10A. HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHJTF series hangers Face -mount (DU; DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114"to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3 DSC5L-sDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9115" and heights 718" and heights ranging from 7-112"to 32". 4 HDU2, HDU4, HDUS, HDU8, HDU11, HDU14 Hold-down 3 GBC :Gable Brace. Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in veidths ranging from 3-1/4"to 7- 5 it HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS, HGU5.50-SDS; HGU5.62-SDS, HGU7A0-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 25116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.50'to 7- 9116" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap style purlin anchor 6' HRC1.61, HRC22 Hip Ridge. Connector 3/8' and heights ranging from 5 5J16" to 12-718". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18 PA23 PA28 PA35 PA51, PA68 Strap -style "urlin anchor p 7 LRU26, LRU28, LRU210 LRU212 Rafter Hanger 5+ HHGU5.25-SDS, HHGU5,50-SDS, HHGU5;62-SDS,rHHGJ7;00-SDS HHGU7.25-SDS, Face -mount hangers 9 3-911Ward heights ranging from 5-318 to 13.1/8". 10 PA118;.PA123 PAI28, PAI35. Strap-style,purlin anchor 8. LSU28,.LS5U28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF. HUCTF series hangers Top; flange hangers available in widths ranging from 1 -9116" to 5- 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50hoQ Face -mount hangers 112" and heights ranging from 3-711.5" to 15". Concealed flange 12 STHD14, STHD14RJ Strap style hold-down 10 TC24: TC26. TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426-2 118" to 5-1JS" and hall 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 81f22, THAP 06122, THAI2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed Flange version (HSURC, HSULC) available for all 11S" and heights ranging from 5-316'to 28". 13 THAL422 THAR422 Skewed Truss Hanger d double 2X;and 4X models, only acute flange is concealed. _ 17 HWPH series hangers Top flange hangers available in Nti,dtns ranging from 1-9116" to 7- L'V 14 THJA26, LTHJA20, LTHMA Multiple Truss Hangers 8 HTU26; HTU28, HTU210HTU26-2, HTI 2, HTU210-2 Face -mount hang efs 112 and heights ranging from 5-3/8" to 32". 15 THJM2=4 SDS3, THJM2-5-SDS3, THJU26, THJU26-W '.Multiple Truss Hangers `9- HU, HUC series hangers- .Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9H 6" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112' and heights ranging from 2.718" to 19.114". Concealed flange 5/8 and heights ranging from 9-1'W to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JIB series hangers Top flange hangers available in Width of 1-9/15" and heights o 18 VTCR - Valley-Fruss Clip greater than 2-9l18". ranging from 5-3f8" to 7-14'. {V as = = 10 HUC01.8119.SOS, HUCQi:Bifl l-SDS, HUCQ210 2-SDS, HUCQ210,3-SDS HUCQ310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in width of 1-9115' and heights p LU SDS; HUC0410-SDS, HUCQ412-SDS, HUCQS 25f9-SDS, HUCQ5 25f11-SDS, HUCQ610- ranging from 9-3116" to 13-118". Lj i �� q SDS, HUCQ$12-SDS C7 c i a N y w 61 c ar lz 3 • w .a u as •Q .t� E ca ss Simpson Strong -Tie 2J20 FBG Approved Products Updated 1213_0J2020 Simpson rrig_TiG 2Q2 BC Approved Products Updated 1 30/2020 Simpson ro: 2U FB� Approved Products Updated 123/2020 r Simpson Strong Tie 2020 FBG Approved Products Updated /2312020 - , For direct links to all 8STapprovals listed octet,. CLICK HERE. , .: For direct links. to all SST approvals listed belrnv„ COCK HERE. r .- - For direct links to all SST approvals listed. belay CLICK HERE � For direct links to. all55T approvals listed pelo;5', CLICK HERE. <:. in ... - - cL Eo For additional information regarding Florida'sidStatewide Product Approval System and Muami 4adeCounty Notice pf Aeceptanae (NOA), ICK.H RE. .. .... :. CLICK HERE d ' i a Count Notice of cce tance NOA FIXaddRional information regarding Florida'sFlondas Statewide product System Kam -Dad y A.. p ( ), A .. iti '. CLICK'NERE For additional nform a re regarding Florida's Statewide ProductApproval S to d -Dade County Notice of cost c O , a sin ga g F ys man Mami y of A. p anc (N A}, i ,, curie raFaa For additional information FlIXidas Statewide Product System and Miami -Dade County NoticeofAcceptance {NOAh _ .._._. 21 LB series hangers Top flange hangers available in tnidth of 1-9/16" and heights FL#11468-R5 18 SILBV1.56, SILBV1.81, SILBV2.06, S/LBV2.37, SILBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". SJLBV3.56, SILBV3:62. StL8V4.06, S1LBV412, SILBV428, S/LBV4.75, SILHV5.50 6 Strong -Bahl (STB2, STB2.4SS, STB2.6SS) Strong-Boll:2 Wedge Anchor for concrete available in carbon - 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model. Number or Name Product Description 19 S1LTT20, S/DTT2Z, S/HTT14 HTT4, Hill Holdowns steel and Types 304 and 316 stainless steel ranging from9-3/16' to 13-1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 s1 aps 11a mil (10 go) 7 Titan HD{THD-H, TH0.HMG, THD-H4SS, THD H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangars Top flange hangers available in widths ranging from 3 114`to 0- 2 11 HRSB HRS12 StrapTies, 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from W to 33-1/2". 3 HUCQ210 2-SDS, HUCQ210-3:SDS, HUCCIM-SOS Joist Hanger 22 SSP; DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 KEGS, MEG7 series hangers Top flange hangers available in widths ranging from 5 114" to 6- 4 THGB2. THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/3" and heights ranging from 9"to32-1/2' 5 THGQ2-SDS3, THGQ3 SDS4.5 THGQH2-SDS3, THGQ143-SDS45 THGQH4SOS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RO, TH0509341 Titen HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/15" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (f HDB25158RH, THDB37158RH, THD37212RH: Titen HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114"to 24", 7HD50234RH, THD1021213H) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in welth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-R5 (D 27 28 RR WP series rangers Ridge rafter connector Top flange rangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Num ber or Name Product Description FL#16230-R8 1/8' and heights ranging 9.1/4" tc 32". 1 DF-TAL20 Double Embedded Truss Anchor 1 CCQM3.02 SDSHDG, CCQM4r62-SDSHDG CCQM5.50-SDSHDG CCTQM3:62-SDSG, Masonry Pier Caps 2 EGTR, FGTIl FGTRHR Girder Retrofit Anchor CCTQM4.82.SOSG, CCTQM5.50-SDSG, CCCQM3.62SDSG, CCCQM462-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H18-2, H16-2S Hurricane Tie CCCQMS 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HEA12, HETA15, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3 62G KT, ECCLQM4.62G-KT, ECCLQM5t50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HE-FAL20 Embedded Truss Anchor ECCLLQMD462G-1 ECCLLQMD5.5OG-KT. ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SE -XP SET-XP High Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6' HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMDS:SDG KT 4 Strong -Boll (STB2) Strong -Bolt 2 Wedge Anchor for masonry }n ]� 1 ABA44 ABA44R ABA46, ABA48R, ABA66, ABA66R. Adjustable Post 7 20 HHETAI6. HHETA, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25 HGUMS 58 HGUM7 00 HGUMZ25, HGUM9.00 Heavy Masonry. Hangers 5 Titan 2 (TTN2) Then 2 Screw Anchor Concrete W 2 ABU44 ABlJ44R ABU46. ABU46R ABUS 5. ABU.> 6. ABU65 ABU66 A8U66R ABU88' Adjustable Past Base 1 8 - ' LGT2 LGT3 SD52a LGT4 SDS3 i r G rile Tiedown 4 LG 2 2 LG 2 -3. LG 8 L M 3 L- UM 6• UM 6 _ UM26 4, LGUM2 2, GU 28 LGUM28 4 GUtv1210 2. Masonry Beam Hangers y 9 6 - Titan HD HD H4SS THD H6S5 THD CS6S5 iT l v Titan HD Heavy -Duty y Duty Screw Anchor f41 conereteavailable in 304 ABUSER; ABU1010; A131-1010Rt ABU1212, ABU1212R 9 1 :Lateral Truss Anchor LGUM2I03 LGUM210-4, LGUM46, LGUM48 LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, A8W66RZ, ABW7-7 Adjustable Post Base 10 MFTA12, META16, META18, META20, METAFQ, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA312/11.25, MBHA3.5617.25, MBHA3.56/9.25, MSHA3:560125, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAl MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3:56111.88, MBHA3 56114, MBHA3.56/16, MBHA3.58l18, MBHA5.50f7 25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry //^ iv / 5 BC4, BC46, BC4R, BC6, BCSR; BCS, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, MBHA5.50111.88. MBHA5.50f14, MBHA5.50Ji6, 6 C644, C1346 C848, CB66, CB68 Embedded Column Base M8HA5.50118 7 CBSQ44-SD52, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SD52, CBS088 SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3 56111.25, MBHU3 5&11.88, MBHU3.56114 MBHU$,56116, MBHU3.58/18 MBHU55D1925,MBHU5.5011125 MSHU5:50/11.88 MBHU550114, Masonry Beam Hangers Fll6937-R3 > 8 CC ECC.ECCUSeries Bolted column caps withW1 ranging from 3-114"to9.112"and . VV2rangingfrom3.5/8"to7-112 FL#11496-R5 MBHU5;50/16 MBHU550118 .. Sea # Product Model.NUmberorName product Description O 9 CCQ-SDS2:5, ECCQ-SDS2 55eries Screv�ed column caps with W1 ranging from 3.1/4" to 9-1/2" and Sea # Product Model. Number or Name Product Description 1 X3481016.5K, X1S1016,X1 B1016.4K XQiS1016. XQ1 B1016.4K #10.16 Strong -Drive X Metal Seff-Drilling, Tapping Screws with # 3 W2 ranging from 3.5J8" to 7-112" 1 1 DeckTension Tie Drill Point 10 CPT44Z, CPIl CPT887 Concealed PostTle Base 2' HD12 HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ1 14B1 224-2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ LL 11 EP844A, EP644, EP646, EPB66 Embedded Past Base 3 Hl HD5B, HD76, HDOB Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTTS, HTT5314 Tension Ties Sea i1 Product Model. Number or Name Product Description 3 XM0114S1224, Xi 14B122421K 412-24 Strong -Drive XM Medium -:Head Metal Self -Drilling, O 13 1 LCB66 Embedded Column Base 5 LTT19, LTT206, LTTI31 Light Tension Ties i SDW22300, SDW22338, SOW22438, SDW22458 SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws wth #5 Drill Paint and Medium Diameter Hex 14 1 LPC6Z Light Post Cap, SDW22634 4 XQ114SI224 XQ11481224-2(5K, XI14S1224, XQ912S1224, XQ11281224-2K #i12-24 Strong -Drive X,Metal Self -Drilling, Tapping Screws with #5 15 MP6447, MP666Z, MPB88Z Moment Post Base, 2 SDWCl5450 SDWC158DO Strong -Drive SDWC TRUSS Screw Drill Point U 16 P644, P644R, P1346,P1366, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH10600D8, SDWH19800DB, SDWH191OOODB Strong-DriveSDWH TIMBER-HEXScremr 5 XU34S1016, XU34B1016.5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 FES44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27600G, SDWH27000G, SDWH271000G, SDWH2712DDG Strong-DriveSDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDW516300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 P044-16, PC46-18, PC48-16: PC64-16, P066-16, EP044-16. EPC46-16, EPC48-16, Post Cap 1 58518x 24, SB718x24, S81 x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDW522400,SDWS22500;SDWS22512, SDWS22600: Strong -Drive SDWS TIMBER Screw (Interior Grade) O FPC84-161 EPC66-18 2 SSTB16, SSTB20, SSTB24, SSTB28, SST634, SSTB36, SSTBI8L, SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDVVS221000, SDWS221100; SDWS221200, SOWS221500 FL#35320-RO $-_ 20 PO4Z- PC4RZ, PCBZ,, PCBRZ, PC8ZT„ PCBRZ, EPC4Z', EPC4RZ',.EPC6Z, EPC6RZ. EPC8Z, Post Cap. SSTB28L 7 SDWS22300D8, SDWS224001)8, SDWS2250ODB- SDWS22600D8 SDWS22800D8, Strong -Drive SDWS TIMBER Screw (Exterior G rade) 0- EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PP844 4Z; PPB44-6Z Post Base 8 SDWS22312188;:SOWS2251:2D06 Outdoor Accents Structural Wood Screw 1 DSSC843 5, DSSCB46, OSSC648, DSHS Bypass Framing Drift Strut Connector ^, 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS; SDWS274005S, SDWS275005S SDWS2760OSS: SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, 1`0645.5; FC B47.5 FCB49.5, FCB411.5 Bypass Framing FNed-Clip Connector W c/ ) SDWS271000SS, SDWS271.20OSS 3 FPHSD34S7016, FPHSD3461016, FPHSD34B1016-5K. FPHSD34S1214, #10-16 and ##12-14 Strong-Drive"FPHSO Framingto CFS:Seff- ` Sep # Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10866-115 1 Cl Cl. CMSTC16, CS14, CS16, CS18, CS20, C822 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4.25, LSFC625, SFC2.25, SFC4.25, SFC6.25 'Steel Framing Connector U 2 HRS6, HRSB, HR512, FHA6,. FHA9-, FHAl2, FHA1S, FHA24: FHA30, 1 MST136, Straps 97 mil (1.2 ga) 5 LSSC4.25, LSSC6.25 SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4:25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description' UST148: MSTISO, MSTI72, SJMST27, SIMST37 S1MST48 MSSC4.26KW MSSC6 25KW 1 FJA FSA Foundation Anchor 3 HTS16, HTS20,. HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 r6. RCKW3, RCKW5:5, RCKW7.5, RCKW3S. RCK1/V5:5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30; LSTA36„LSTI49, LSTI73, MSTA9, MSTAi2, MSTA15, MSTA1$ MSTA29, MSTA24 Straps 43 mil 08 ga) 7 SCB43.5, SC645.5, SC154T.5, SCS49.5, SCB411 5, MSCB45-5, MSC647:5 Bypass Framing Slide -Clip Connector ^^ 3 G 46-6 .G 46-8 GH48-6. G 8-8 G 0- G 4 0- G 66-6 G 6-8 G 8 6 8- H , _, H H4 H41 6, H i 8, H H6 H6 , ,GH6 Girder der Hanger 5 LSTA9 L A 2 L A LS ' 18 LSTA21 LST 24 ST292 S 2122 ST2115. ST2215 ST 1 ST 15, TA A ,_ T Steps 33 mil 20 a p ( g) Se # cL Product Model Number Name Product Description P 8 SGS32-51 CS S - 1 SC 8 - 87, 5 62 /97, SCS62 5/ 18, 5 2 57115 Bypass Framing Connector L.L. 8, GH610-6, GH61 D-8 6 LSUSH325, SUBH3.25 MSUSH3.25 Bridging Connector 1 AS 18. AS 18S5, AS 18SO 18 ga.. Truss Plates 9 SCW3.25, SCW5,5 Head-cf-Wall Slide -Clip Connector 4 GLB5A, GLB5B; GLBSC, GL65D, GL67A, GLB7B, GLB7C, Gl Gluharn Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20H5 20 ga. High Strength Truss Plate 10 SJC8.25, 5JC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLST512, GBLT612, GL13T516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plata 8 LTS12, LTS16, LTS18 LTS20 Light Twist Straps 3" AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC., HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST5224, ST9, ST12, ST18, ST22, MSTG28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #1414Strong-Drive XL5H Shouldered Self -Drilling, Tapping 7 HGT-2, HOT-3, HGT.4 Heavy GirderTiedown 10 MSTC66, MSTC78, S76236 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTSt2, MTSii3; MTS18 MTS2C, MTSSO, MTS240, MTS30C Medium Twist Straps 13 XQ1S1018, X01 B1016 4K, X01S1214, XQ161214-3,5K, XQ78S1224, XItIMB1224-3K, 410 16; 412-14, and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56,-SI61 81, S/El , S162 37, 3/62.56, S1B2 fib; SIB3.121 S/133.56: SIB3:62, SI6406 Top Flange -Joist Hangers FL#15130-114 X0114Si 224. XQ11491224-2,5K, XQ 112S1224, XQ1 1 2B1 224-2K,X3461016 5K; Tapping Screws SIB4.12, SI134.28, SIB4.75, S165.50 X1 S1016, X1 B1016-4K, Xi S1214, X1 B1214.3.5 K 13 SIBA2.12J8, SIBA2.12110, SBA2.12112, SIBA2.12114, S/BA4.18/8, S/BA4.18I10, Top Flange Joist Hangers Sea # Product Model, Numberor Name Product Description Z J SrBA4.18/12, SIBA4,18114 1 Ell Adhesive Anchor for concrete z 14 S/H 1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HDBS, S/H08B, S1HD10S, SlHD1DB SIHDiSS, SIHD15B Holdowns 3 PDPA, PDPA-K, PDPA MG, PDPAT, PDPAT K, PINW, PINWP, PillPDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SIHDU4, S(HDU6, S1HDU9, StHOU11 Holdowns PDPAWL-MG, PSVL3, P8VL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -i 17 SIJCT, SfHJCT Joist Hangers 4. SET-3G Adhesive. Anchor for concrete �- SHEET NO. August 10, 2022 PA 1_3 _ , e . S r f -t�. -F ':r' - - .. ,,_ _s -. ••.r�e..,...... 6....... iR s: x11^.r ,.. z...v:. .. _:. _.. ,....: . .. - {. ,. s r, .�. „e-...: r ^'.:' ...-.:'.3�� � i.-, 1.� � .. .. ...1'�'r . � Y',, i- .�. C— MIAM 35�"-DADE COUNW PGTIndusWes,�Inc. U) > 0 =3 PGT Industries, Int. MQau" PGTIndustries.1ne. 0 CL 0 I JWt"s*,26 2,ueLq,, Rom IDS -NOTICE OF ACCEPTANCE-'EMENCt "�=M NOTICE OFALCCEPTNN -E.Evv -MIENCE SUSIffrl'ED DUARTAMMT owc JAER) 14- ",V_1=&-33115-'2474 (W REGULATORY A" ECON ]WSottkCIM OLARDAk"COT)'EAD=USTRATXGNbIVIM-N T(7M)3L5-2599 FrWj15-2599 NOTICE Of ACCE PTAN CT: E VIDENCE SUBAUrr ED 0 U) NOTICE OF ACCIE-PTA-NCE (NOA) 1. Evidences.obaiitted under preiiam-N-0A D. QuAj-rrY ASSILTANCE :3 M -cu U) A. DRAWLNGS B. TESTS (continued) L Miaroi Dade Depmtment of Regulatory and Economic Resources (RER)- (1) -0 L) -0 0 IL070 Terhuolorr Drh-e, I - Mannfacturers, die drawiagsand sections. 5- Testrepwton 1) Air Infiftratim Teq, per FBC, TAS 202-94 = 0 .= 0 C 0 -North Venkt, FL 3427 5 (Submittedimder-NIOA X& 11-0107 94) 2) UniforLm Static Air Pre&vme Test, per FBC, TAS 2022-94 E. KXTER-ML CERIMCATIONNS 0 LL. SCOM I DnwingNo.3M--r,570.0,titled�--v-m3dSlidiugGI=DoorNOAOWd&etsI 3) Water Rmstawe Tat, per FBC. TAS 2022-94- 1. Notice of Acceptance No. 15"529.14 issued to Vision Evrasion Lnnited for -their 0 Z� gissue under thE applicablerules.andregalations gq%remingthe use of through 21 Of 21. parared by manufacturer, dated 10605/15, with revision A dated 4) Large Nfissile Impact Test per FBC, TAS 201-94 -Ulbp Rigid PVC Exterior Extrusions for Windows and Deere', dated 08113/15� Cl) C) > -0 E 0 d6cumeatfim MIbMittedhaS been re�.-k� aM atCfFW`%.y.&fiaMi-Da& CMaJYRER -P�Z4UCJ COntrot Section to M05117, signed and se*d by A- Lym NAff- PZ 5) Cyclic Wind Presmair Loadingper FBC, TAS203-94 Mpifigg on 09!3a"IL9, Cn (1) L- 0L 6) Fmed Enffy'Tea, per FBC1 TAS 202-94 2., Noticeof Accept2ace'No. 16-0920.08 issued to Vision Extnm=I;mmitcd for their "VE J U) 0 C CU C)- Tb,is,NOA *M notbe valid afkfthe eXPj:RfiOn date statedbelow,.-Me Wwani-Dade,Coutty Prodmt,Cantwl Sec�cn B. TESTS along witlimiarked-up dmwings� and installation diagram of virryl sliding:glass door, px?ued IQ60 Tan 202 and Ithter Shades CNon-Miitv) Rigid, PVC Exterior Extrmsions fai- F U) (In Ka= Dade County) =Nor &e AHJ (in areas other lhanNliami Da&1Con&y)jres erve th e, right to h ave thi a L Test report on. 1) T-Inifent Stati Air Pirs�ure Test, p&FBC, TAS'-�V!44 tff6,ediafidnTt4iqg LabWTtst,,-RqmtNo-FM,&%4AOatf,�dli�D6'15,Mgmd and VitndowsandDoars' dated:120, n,6,oq*iag,on.12/229i21- puvkom minin the 2)LaWNfiss&h0P2dTeSt `TBC�*TAS2201-94 pCr Sealed by Idalmis �C L �xtqa, P. E, (Test report revised: on 12AAII 5 and GrZ-q 1116) 3. Notice of Acceptance No- 1,94 52&15 imied to Vision FxtnL4= Limited fortheir Mann", them a wifa duzer- will' theLeXpeaW Of S4&teat ,madthe _ ft- -AM ma� imttediat*�rev oke. inci dify� a r 1) Cyclic Wind Preswe to� per FBC,TAS 203-94 6. Test report on 1) Air finfi Tmper FBC, TAS 202-94 'trown Coated (Painted or- Laminated) White Rigid PV C Exterior Extrusions for supend the -use of such product of nhaterial within 1heirjurisdictiza. RERreserve§41ter4ittotevokethis alang with madmd dowings and iiist�allafioa diamm of vinyl slid�- glass door, prepared -UP 2) Umfoun Static Air Pnssme Test, per FBC, TAS' 2-02-94 W-Indows and Doors", dated 08113115, expiring on 09/3W19- -acceptame, if it is datermined byN&iuni-Dade CountyProdw-t Conb7ol Section that fails to meet 1he requww2mts ofthe aMhcable bwld* code byFenestntion Testing Lab, 1=- Test Rr-port No-h't 97-17, dated IM-7115, *aed and 3) WaterResistance Test- per FBC, TAS 202 JA 4- Notice ofAcceptance No- 1"712.02 imied to ENERGI Fenestration Solutions USA, Thisprodcwt isapprcived"Ldescribi--dhewinandhai.b�endesign;�d to camplywith ihe Flo4idaBuil&mg Code,7 sealed -by Idalmi& Ortega, R E- (Test iepart infised on 02/15116 and 02,2*16) 4) LaTe Missile Impad Test per FBC, TAS 201-4-4 lac� for their �TAN 3,040 and Lthter Shades CNon-White) MW PVC Exterior din inclu the High Velocity Hufficane Zc� 2,.. Test rqioa on 1) Air Infilftation'Test., * FBC- TAS -202-94 5) Cyclic Wind Pres�sm Loadingper FBC- TAS 203-94 Extrwmns f or W, indows and Doors' dated 0-9i'l 5116� expiring on 02MV2 1 -A DESCRIEMOIN: &ries'557(V2770"'Vin�iSHdkg Gla�- 2) Uniforrri Static Air Te st FE C, TA S 20244 - Pressure gong withmasked-up drawin and ingallation. diagram. of vmyl shdmg glass door- pnpred gs 5. N�otice of A ccr-ptance No - 1 " 712.04 issued t o ENERGI FenestratimSalutioths USA, 'Exterior 01 A"ROA 7AL D 0 C t%1 EN- T: Drawi ng No. M D -55-70 A Rev R, titled "Vin 1)4 Midiiqg Glas s Door N OA UK A eft 3) Water Resioance Test per FBC, TAS 102-94- L . I I I _ Inc., T t oFTL 8552- dat �3(Feftestratjon TeAffig Lab ea Rrpor, N ed !ZW5, signed and -by Inc- for their -onze and Lighter Shades of Cap Coated Rigid PVC "Bi: 1 through. 21 of -11, prq�aredlry main6etarer, dated I 0101q 5,md last revised on 0MV12 1, signed andsealed by 4) LaW Missilelwpad Test per MC� TAS 101 sealed Idalmis, Ortega, P. F- (rest report revised on,024 5,M,6), Extrusions for W d &uqixiag on 0446120. Indows an Doors" dated 0935,11 A.LymMiller, RE., bearing the of inja 5) Cyclic W =g,perFBCTAS!,03--% 7. Test wpoit on ' ) Unifom S resmw Test- per FBC, TAS,202 I taticAk? -94 6. Notice of Acceptance No - 1"711,03 jsst� to ENERGI Pmestmfiba'Solutions USA, 'Whj* Acceptancenuaiwandexpiration dAe bythe Aliami-DadIeCouaty Pro&ct C*wrol Section- 4) Forced Entry Test, per FBC, tAS: 202-04 2) Large Missik Impact Test per FBC, TAS 201-94 lnc� ficther Rigid PV- C titerm' r Exu-m4Dns for Windows and Doors"' dated L N qpe and SmallAfi&silelmpact Rtiistant �fjSSnXbHAj_T RAT _G: La along withmadmd-up drawnigs and. instWhoon diagt= of *d alift glasg door, mmtd 3) CychCL Wind Pressuw Loadmgper FBC TAS 203-94 OV10,117, expiring on0!28(l&, byFenestration Testing Lab, Inc- Test Report Nq-FTL 95,46-4atedTIM15, signed and along with maloed-up drawmp 2nd ir&allatm diagram. of 'LByl Ading LglnsL door, p4wed 7. Test reports ND(s)� 1 G-O&M052 7� .535753-4)9, per ASTME-M, 1- Seetablel (sheet2) and table 2 (skeet A) fDrapphca61eS]GDwut snxr, design pm -ma -es rewforcemeE&"es, sealed by Idalmis Orlega, R E. (Test reportrevmd on OIAMnO andMill,02016) by Fenm-ration Testing Lab- Inc., Test lqmtt No. FTL "39 (muiples A-1 thru A-22� dakd ASTA01929 andASTMD-635- rmed byEXOVAto*V1sionExftusion for cellulosic glass types, sill riser (see tables B-1 &B-2-shaet%7-8) and awhorlaycat sheetsrequmementamilthrul.6- K Tf-q report an 1) Air -Infiltration Tes: -M-94 -.perTBCjAS I 1,49,110T signed a -ad sealed by 16WA- Cmiso, P. E- fSrjhmftd tinder NO-4 XW M- 1 Ri&'White FVQ Tan, (Non�-whtte) Rigid PVC and Brorm c cated (Panted or lainmated) white Rigid PVC to be 2) Uniform Static Air Pftss= Test- I . per FBQ TAS 1-02-94 01870-4) (Submiffed under NVA Ao. 11410Z 04) z labeled -per refffencedNONsrequheux-ots. 3) Water Reahstance Test, pu FBC, TASI 2 02-94 8 Test report on 1) Air Infiltration Tmt, per FBC, TAS 120-94 8- N30tice ofAcceptance NG- 14-4916.1-1 imied to Kutamy America. for Inc their I Fqwess opembliedoommust cmhply with mm clear widthor height per MCfequireinentas applicable- 4) Lvr Missi� ImpactTen MIBC. T.49 201-N 2) Uniftin Static Air Pressure Test, per FBC, TAS 102-94 --Sentr%Glas 9 (Cleear and Mite) Intff layer", tx*ing on 07/04,118. 4. Fo&-et walls under separzteapproval, to, be revieuedby. Building -official 5) Cyclic Wind Pf essuleLoading M FBC, TAS 203-94 3) Water Resistance Test mr FBC. TAS.202-94. 9- Notice of Acceptance NG. 16-1117.01 ismed to Kmaray Arnerick Inc- foi- their L.ABELLNG: Each unit shallbear a pe=mnent label with the m cturer's name, or 10 cift State- and series am , mFRC 2- 6) Fo=d Entry Test, p TAS: .20 94 4) Laqp Nhuge Impet fest per'FBC, TAS 201-94 "TrasiMS, "traclear, Clm- aad Color PVB _7 cipiringon 67MM9. followto 19. a1mg wft vawked-up dnwings and irMallatioa diap="Of Viftyi -Vld* ghSS door, 5) Cyclic'Mfind Pm�s=ll.,oadinlgp.er-FW,'TAS.203-cA RE,-%wAL of this NOAshallbe r-o=#4ffedaftet a�rewuil aWheatim has be4elfiledand iherehasbermii�o ene§tration 'resling Lab� Int, Test.RqmtNo--FTL 85,47, aalia signed and byF Fowed Entry Test per FBC, TAS 202-H F. STATEXIENTS change in the oS=W_eofthjSPMdnd _Odenegatt'Velyaff ,WUWthL _perf sealed by Idalwis Oilega, P,. E.,gest.repoz I revised on, 0� along withmarked-up drawmgs- and installation diagrain of vmyl kMing, glass door, prepared -C L Statement letter ofconfonnance wifhFHit-51b.Edidan (2014) and FB AS'Edition TER&m-ATION of this w'iUoctura&-T-&eetpiafimdateorif thewhasbeen inthe NOA 4- Test report cn 1) AirInfiltrMiou Test, per FBC, TAS -202-94 estng lab, 1=� Test byFenestMtonT Rep M No- FIL 6-13 7 (umplm & I thru A-5)� da ted (Z#17� issued by manufacttuff. dated OW14/17, signed & sealed by Lynn Milld, PJ E '. NESUM L - at e n als, us e: a n d'or m a m i fi i � o me p, 0 d U d or - P r 0 ce: M oftlais NOA as an endonemea of amypro&ct� 2) UndomaStatic Air Pre&mm TN- per FBC- TAS 202-94 - 12J06110, signed and sealed by Jo mg A- Czm,L P. E- (Submiaed under X0-4 N6. 11- 1 Statement -letter of no'fmancid intere-st, dated 04/1V17, is%iedby:mwmfkftuer, signed Mi forsales, advertisingormy NOA.FailureloccWlywith any 3) Water Resista� Test per FBC, TAS 202�94 0.107 & sealed by Lym Miller ?a, section of this NOA diall bec,,Auwfor*rninatixm�mdre=valofNOA- 4) Ixge NEssiLe ImpN4- Ted perFBC, TAS 201-194 1 Ldter of lab comph2ure, part of the4bove test reports. AmmmsumwN-T. TheNGAnumber precededbvthe wordsMazu-Dade Cmaty Ronda,_ andLb.p1bwedbythe 5) Cyclic Wind Pressure Loading per FBC, TAS 2M-94 C. CALCULATIONS 4. RER-Test Proposal No. 170387� dated 05MM 7, signed by Ishaq Chanda, P-E- Xp literature.. lfanypoAion of the NOAis displayed, then it shall be 6) Forred Entry TeA, pff IFBC, TALS 202-94 L AmObr verification calculations and structural mi*sis, conTb with FBC-2014, done in its entirety- aloW with madked-up drawmgs;md &121btm diagram of vm)d sUdm �,glass door- prepared dated 1210945atud last reviwd on 01115/ 6- signed and sealed by p*rcdbyPGT- 1 G. OTHER, LN'SPEC n-ON': A -copy ofthiseentire KOA shall beproidded,ro by the nuoAduieror-As and earl-fion, Test ab, Inc., Test Rept�t No signed =4 by fm 'ing L Fn M49- dated IV" PX, (Subirib*4 under NOA jXv. 154,210. 01, 1, Notice of Acceptance No. 15-11101, i0suedtoPOT Industrimftff,- their Series �flwillbe available forinspectice at th�job 31teLat lheieWastof dwBuild* Offwial. sealed �y-ldalmis Ortega.P. E- (Test wport, rivW, on 01/0446 am�d 02/1,11116)- 2. G . I I I I 'j. j_ L Zing ZQMRJieS with ASTW_1300_W 5157,04770 1.SMngGlamDoor(Rehdoi d)-1,XL, On 04/1*21 " Vinx -ce This'NOA relises &rtnevm ?N0Ait!0-0429.05 and ccusittsof ithispase I CD E-5 & E-6 as well as approval donnuent mentiomed above- The m*chiftad doemen*bm imas reviewed by Idmq L CLandal PJL ishaq I Chwads. P.E. Ishaq-1 cian", PX. Product Couvol U-Mit %pe"isor Product Control r7ait Supevvi-sar Product ControlUnit Super"%ar C*4 No. NGA N6. 21 -0 Z015.03 140-k No. 2 1 -0 2 0 5.0 3 A- No. 11 -0 2 0.;.0 3 ExpiradauDaitei Aprj114,.!026 i tat . r 28 t3 C= Appreval D*te-Mzrrk 2S, 2=1 A"rwrtl Dke- Nfaz'ch 25, 1 -4woval Date: March 1-5, .1pprov4I Date-. M%rch 2.5, 2.021 C2 'A = , 3�r L W > =C E PGT 1n&wftk-., 1:ai. CGIVIndows- and Doors, lnc� PGTIndustries,.hw. NOTICE OF ACCEPTANCE- EN-MENCESUBMITED NOTICE OF ACCEPTANCE: EN-MENCE SUBWITED NOTICE OF ACCEPTANCE: EVIDENCE 2. Evidence, Submifted under pretwims, s0mitW E. NUTERLAL CERTIT ICATIONS (continae) 3. New Exidtace Sabmitted A. DRAAINGS A. DRAWING'!� 1. Dmw*NO,. MD-5570.0 Rer-B, titled --Vinyl Sliding. GLtw Door NOA M�`,Oftts 55-70.0 Re -Viny Door-NOA (1W, sheds I Drawiwg No. AID-,z �v B, titled , I Slid'ingr Glass I thrqugh 21 of 21, prepared by manufiicturer. dated 10,05/15'. and last revised on thrmi gh 21 o f2 I p repaTed by mameacum!r, d at ed 10.6 5/15 a nd lag., - r m-ised on 0 M -102 1 0412MG, signed and mWed by A- Lynn Aliller, P-E 6. QuanexPartDwase cwTlying with ASTM C518,TbemLal Conductivity 2-22 BTU-W sipied md sealed by A- Lynn Miller, RE- br--ftz--F, ASIM F 1249 NAFVIR-Pass-. ASIM D 1434 Argon Ptimeaum-PaS& ASIM. E Note, This mibion zonsist; repla-ement of sarne ej=mg nLqa1lahEm scmw vvith flathead- B. TESTS 2199 1-G- Eh=bihty-No Fog, ASIM E 546 'Dew Point Dd-dornmt -2(YT M' 48 hrs- 1. Test reports on: 1) Air Infiltiation-Test, per FBC, TAS.202-94 (Subm Med under VO-4 A& 154169-01. 72) Utffbm Static Air Prewve Test, Loadingper FBC, TAS 202-94 7- VisimExtmsiomLtd.Pztscompbingv,&-ithPVC-AAMA303-1�_,Voku&my'Specificatim B. TESTS 3) Water Resistance Test, per FBC, TAS 2102-94 for Rigid'Po4vinyl CI&PA I e (PVO Extedor Profiles for Vkua Exftmions� Ltd--VEX-1 by None- �4) Large Missile Impact Test pefFBC., TAS 201-94 kAMA Feftes"tion Exte= Pmf* Cer hfumtwn Progr= (SkbmAmd nn-der NOA Ala 15- 5) Cyclic Wind Pressure Load ing M FB C� TAS 2,03 -94 04 09. C. CALCULA110INS E on Jagrm� P n of GT Industries, Inc. di au" $- Vision. Evtn� Ltd. Parts complying with PVC-AAMA: 3-03-13., L. None - iepir,sientative -units listed below and tested toqualify Dowsil 791 and Dowsil 90 Wicones, (Suftrifted tinder -X0-4 No. 154469. 05) ST W QtTALM, AS, JUNCE =:3 (1) pre;Qnd by Fenestration Tmft Laboratory, Inc-, Test Reports No. 9- PVC-AAMA M3-13, Voluntary Specificatioda for Rigid Polyvirtyl a, *6 (PVC) Exterior C FTL-7:997, PGT PW5520 PVC Fixed Window (unit 6 in pit"A, dated 0,010114 Profiles for VLsion Ddr� Ltd.-VEX-1 by AAMA Fmmtrahm Extenor PRdk 1� J&mi_D2de'DqMrtMMtof RegUbttqyandEConomjC Resources OUR U) FTL-20-2.10.7.1, PGT SGD780 Alnmirmm,Sliding Glass Door (unA 7 r proposal) M, -20- certfficatmin Progratm '107.2, PGT,CA740 A lam outswiq c4s=mt witrdow (unit 8 -in propm� ITL-20-. 10. Notice of AczMtance No. 18-1217.14 issued to Enffgi Fenestration S;Dhvian, USA- Inc. for '"WO E, MMERLAL CTRTMCATIONS. 2107.3, PGT PW7620A Alunainum, Fixed Window (unit 9 in pwposal) and FTL-20-2107A. their �=Tan 3040 & light shade (non -white-) Rigid PVC Exterior Extmsions for L Notice, of Acceptance No. 1"305.02 issued to Kuraray.America, Tur. fortbeir > PGT P %762 OA Ahimimm fted Window (unit 10 in pmposal) dated 07/1-300 9 Signed Windows and Doors", eqiumg on 02/04,Q1. "Trosifoll, T-31track-ar, Clear, and Color PVB GLw Interhy-ere, eViring on 07/08r-14- 0 and sealed by Idalmis Ortega. RE- IL Nofice- of Acceptance No- 1"1'.77.02 issued to Energi Fenestration Solation, USA- Inc, for 2. Notice; of kmeptancc No. 17-080&02 issued taKwaray America, Inc. for their their -series Z'White Rigid PVC Exterior Extriusimfor Windows aad Doori-- mpiring on "SentryGlast, (Clear an-d'"'hite) Glasslnterbyeii"� - oTining on 0 7/04)2 3 0L C. CALCULATIONS L Ancbm, FBC 7111 02a&12,3- I Notice OfAcceptaftm or Lbeir "Brown No. 19-1106.10 issued To Vision ExUasious, Lirmited f veff"im cakulat" and structural analys conply-mg" with 11. Notice �of AccqA;ince No M293 03 issued to Eae�p Fenestration, SKalution, USA- Inc- for Cdated (kaint6d; or Lamin Whift, Rigid PVC Exterior Exbmdm for, Wind OWS Edition (2020). diated piepared by n=rfactuzer- led y �0*4 and sea b their ;%r _usionS for OUZe & jight Shade cap_,itBated White Rigid PVC Exterior Extr and,Doorg, expiring on C1013Qr- An ftay Lynn tfilter� P - E- IVIndows and expiring on 04/16P2-5- 4.. Nbtr; i of'Acceptance No 18-1 1 106.11 issued to Vrwn Extrusions Imited for theff Sales 0 I Glazing emplim with ASTIM El 30.0-041 -011 -12 and, -1.6. "VE-1 000� Tan 2 02 and lighter shad Rigid Cellular PVC Exterior -0 D. QUALM-ASSTRAINCE F. STATEMENTS Emumsmits for Windows and Doors'� eqimg on 1M9�2 1. 0 JVjbMj Dade Department Of Regujatojy Ec Resources %ay 1. Statement le -r of oDnforniance to TBC 76 Edition (202 ette 10), dated K-22,20- issued by L— r) mami&cturiff Signed and Sealed by Aidbony Lynn Miller RE. F, ST-ATF-AMN-TS E� MATERML CERTMCATIONS 2. Statement letter of no fiamml MtffCd and of Judependent, nsued bymamdaeftm, dated 1- Staremmt letter of conftmance to YRC 7& Eibewn (2020), daled OZOL1221, ostied by L Notice of AczqAance No. 19-03015.02 issued to Kw-aray America, Inc. for their n!j &2(), Signed andL seajL-d by AnthMy Lynn Miller, P E_ mma&di=, signed 2nd sealed by Anthony Lynn Miler, P-E- U) "TrosffaFg- Ultraclear., Clear, and Color PNB Glass Interliryers-, e9king on 3. Private Labeling Ageement document between PGT. dated 0330115 and -signed by all I Prive'e Labeling Agirmmt dated 03M&/21 between, PGT lbdustrit-n, Inc.. and CGI involved partim Mdows and Doors 1W... si -E., V.P. Eajinr�, on behalf of gwd by Dean M Rua*, P, Inc. CrIffi& 'Notice of Acceptance No. 17-080&021 issued tin Kuraray America, f -07/W1 bothcomp < .SeaMyGIA&Z (CUar aftd Mite) Qass Inteflayen', cpff mg on G. OTHERS :(7*E"nX CL I Notice of Acceptance No. 18-11KIO iss� to Vision F-VnL4ons Linked fbT their 'Trawn L Ms NOA revises NOA# 17-04!0.06(PVTw/0G1) gad updates toTBlC2020 'G. OTHERS Coated, (Pamted or Laniinated).%Ur Rigid PVC Exteriai Extraswus e*aing WIY21- 1- 11is NOA rmwes & renews 20-0429,05 (PLA w/CGA tViiiiig MINX forNrmdows and Doore's expmng on 0930124. 1 RER Test pioposals. #19-1155 dated 01110.20 approved by Ishaq L Chandk RE- expaing 2. Mie cadent associated PL4- CGI-file #2142O&OL Cq*jng 04/14,26� 4- Notice of Acceptance No. 19-1106.11 issued toVision. Extrasions Lftnited for their 04114P21- series,"WE 16M Tan 202 and lighter shades fKoar-111k@) Rigid Cellular"PVC. Exierier Exvusieus for NN'mdows Doon-, 12P-9/21- z 4 LU andL expiring an < I*hbiq L Mmdx. P.E. lzhaq-L ChawUr P.E. h4qt CUz4, M. Prvdud Con"Tuk Super-Awr Product C ovum] tTmk Supervisor z Prodact Comitral rMf Super— NTIM lo� 21 W. I AN I ' 03 ` KOA -No� 21-,0205.03 < WQA NIG. 21A 2 05A3 -Expira fieth Date,,April 14, lou ExpiraOazRadle- Apr�d 141k� r�wrwdou %tit Ap"'I 14, I'M Approyl�l DailkALIpel, IS', 1021 Approva'] Dite. Marih 29, 20.11 E 4 SHEET NO. August 10, 2022 1 ".PA 1 (3) W —M (3) > 0 0 MIAMI- MIAM1,DADE COUNTY o 2 PRODUCT CONTROL SECTION , LLC Cast-CEete,USA Cast -Crete USA �.LLC Cast -Crete USA 0- 0 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 laO5 SW 26Sutct, Rqom 108 BOA" AND COD)CADMINISTRATION DIVISION Mmi, Florida 33LI73-2474 T (796) 315-2590 F (780 315,2$99 ACC _DMITTF-D NOTICE, F_-I?TANCE-. EVIDENCE aU NOTICE OF ACCEPTAN�& EVIDENCE SUB�AT ED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Co (n -co (n NOTICE OF ACCEPTANCE ffOA) =ov-,miwidaA&go--vLeconqm L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04, 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209-12 5. EVIDENCE SUBMITTED UNDERPRMOUS APPROVAL # 14-0903.03 (D -0 0 C 0 0 -0 -= _a a) Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 U- Seffner, Florida 33584 1. Drawing No FD4612, titled "Precast and Prestressed Lintel Details ". sheet I of 11 1. Drawing No. FD4612,fitled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing Aro. FD4612, titled "Precast and Prestressed Lintel Details ". sheet, I of co 0 = ,- CU prepared by Craig Parrino, P.E., dated March 24,2003 and Drawing,No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No- 1, dated 03124103 and'Drawing No. LT4612, titled "Cast -Crete 4 6 " & 12, Co U) -0 C) > SCOPE: "Cast-Crete4", 6"& 12 "LintelSafie Load Tables", sheets! through3 of 3,preparedo LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I Lintel Safe Load Tables ", sheets I through 3 of 3 last revision dated 06112114, all I (D E cD 0 L- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Pmrino, P. E., dated March 24, 2003, lost revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. EK, dated March 24, 2003, las t I prepared, signed and sealed by Craig Parrino, A E., on 08119114. . (n CL C:L The documentation submitted has been reviewed and accepted by Miami -Dade County RFR- Product Control drawings signed and sealed by Craig Parrino, AR revision dated March 11, 2008, all s�gned and sealed by Craig Parrino, P. E., on U) Section to be -used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ)- ]. Test report onflexural testing on 4", 6 12 "Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Woduct Control L Unfilled Models, total of (13) concrete lintel &pecimeens, per.,1STME-529-94,prepored 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report Aro. 30404A, dated 04110103� signed and 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14,201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Bamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E.,signedandsealed by Craig Parrino, RE. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUAUTY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), fails to meet the requirements of the applicable building code. ParrinQ, P.E., signed and sealed by Craig Parrino, P.E. L By Miami -Dade County Depariment of -Permitting, Environment, and Regulatory Affairs. z calculationsfor Cast -Crete Lintels, dated 05129103,149 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity -Hurricane Parrino, P. E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L Mone. Zone of the FloridaBuilding Code. 1. None. DESCRIPTION: (C;ast�Crete) 4", 611 & 12"Ifigh Strength Premt and Prestressed Concrete Lintels D. MATERJAL CERTIFICATION: F. OTHER APPROVAL DOCUMNT: Drawing No. FD4612, titled'Trecast and Preshmed Lintel Details", sheet I of 1, L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24,2003 and Drawing No. LT4612, titled "Cast -Crete 4�'. 6& 12" 2002, L Letter from Cast -Crete Corporation dated February 03, 2 012, signed and sealed Parritio, 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 z Cast-crere Quality System manualfor Prestressed Products dated 2002. by Craig Parrino, P, E., certjoing compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22L 1 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 Miarni-Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #'13-0321.07 L None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel DetailsH, sheet I of 1, A. DRAWINGS IABELING: Each lintel shall bear a petmanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig -Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 '% 61' & 12 " Lintel Safe Load Tables" sheets I through 3 of 3. prepared by 1. Nona B. TESTS 1. None. County logo. Craig Parrino, RE, datedMarch 24,2003, last revision daledMarch 11, 2008. B. TESTS W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. Mone. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Alone. TERMINATTON,of this NOA will occur after the expirationdate or if there has been a revision or change in the I, None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sale5, advertising or any other putposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1, None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (REV. any section of this NOA shall be cause for termination and removal of NOA. I. None, D. QUALITYASSURANCE I,. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By jWami-Dade County Department of Regulatory and-Econoinic 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 Adiami-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 manufactumt or its distributors and E. MATERIAL CERTIFICATIONS 1. Alone. L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall beLavailable for inspection at thejob site at the request of -the Building Official. T None. Crete USA, Inc., dated 0810&11 7,signed & sealed by Craig Parrino, P. E. C= 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 cc E-5 as well as approval document mentioned above. ituty. A. Makar, PX, M.S. elmyA. Makar, P.E., M.S, A. Makar,,P.E., At& CD LJ cm The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. Pinih-t Control Se onSupervisor puctllf'-ntrolS onSupervisor 'Product Control Section Supervisor C:) I #4—� �. NOA No. 20-0630.15 NOA No. 20-063045 NOA No, 20-0630.15 NOA No. 20-0630-15 =L WM"1,DA0FC0UtMW Expiration Date: 09/11=3 Expiration Date: 09/11/2023 Expiration Date- 0911112023 Expiration Date: 09/11/2023 Approval Date: 08/20/10,20 Approval Date� OW20/2020 Approval Date: 08/20/202,0 ApprovalDate- OW=2020 Page I E-I E-2 t-3 E GA 0 ct; Cast -Crete USA LLC ast-Crete 1LSA,LLLC g— , _ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: _Ey-�ENC�E SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A� DRAWINGS 1. None. L None. B. TESTS B. TESTS L None. 1. None. C. CALCULATIONS C. CALCULATIONS L None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department of -Regulatory andEcanomic Resources (RER). 1. Ry Miami -Dade County Department offtegulatory and Economic Resources (REIZ), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None; L None. (D 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- U) Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, P, R 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 Parrine, PS 0 L Drawing No. FD4612, titled "Precastand Prestressed Lintel Details"'i sheet I of > 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0- LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, RE, on January 22, 2019. B. TESTS 0 1. None, L- 0- C. CALCULATIONS (1) 1. None. Cf) D. QUALITY ASSURANCE CIO cn 1. By Miami -Dade County Department of -Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS < 1. None� —0 CL F— F. OTHER L 1. Article of Conversionfor a name change. 0 LU C>ffelwy A. Makar, P.E., M.S. Cl Helmy A. Makar, P.E., jWS7 < z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0,630.15 z Expiration Date: 09/11/2023 Expiratliop ftle: 09/1112023 < Approval Date; 08/2,0/7.020 Approval Date: 08n0n= -j E-4 E-5 SHEET NO. August 10, 2022 PA 15 Z I ILI ECO iNc- X TILLIT TESTING A ENGINEERING COMPANY -WAITHR A. TTLLrr, M., ?.E. ---- I — Y'� a!TLCO tlf� '. �'�, J-1 C A 1;.- N', D0067N I PRODUCT EVALUATION REPORT . REPORT NM- -20-0720.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SU&CATEGORY- Starra Panels , PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GUal Emitaction Products LII 4800 S.W. 61 Street DaVie, Florcla33314 1. PURPQSE OF WALUATI N; 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 i D of the Florida Department of Business and Professional RoaguMon. This product is being issued an Evaluation Report as described herein, and has been verified for crimpliancein accordance with the 2020 Seventh l5diflorrof the Florida Building Code, and to verify, that the prodict It for the purpose' Intended at least equivalentto thilt1equirad by the Code. This Product EvaluationReport shall be Subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: . - 2j. PRODUCT EVALU TION DQCUMENJ (p_,il Drawing No. 20-176, titled "20 43AGE GALVANIZED STEEL STORM PANEL", sheets I thrij 26 of 26 prepared by Tilteco, Inc,; signed and .sealed by Walter A. Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part o,� MIS Evaluation Report, I ,%kill, I 101, .X �� k -A:. rj� �N* I I- I -1 I .1 ", . , ,,---,. �'. V�CVV ...'. - t, �- '- .. it — - - L - , Na 4416 -, S, - 7 I - *t ,/ - : , ': . . ; 1 /L ---id' - . - 11 I � 7 -, I " 4C `1 , R .� $r � 7��, --,, , 40PID�� ." -�. I - . "`�' , ,� �11� , �, � ...... I 6355N,W36thSteei�tSuite,30��,M�amt,Flejda-31160-Phoyie,(305)871-1530-� � - . rr,� I , . 11NI'milk, I I P"DUCMI,ALIL&��� 2 2.9-TWETREPORTS; 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 A 96-5139 dated 08/09/1996, #96-570 dated 09118/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E, and Report No- 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Metoallurglical, Inc,, dated March 13, 2009� signed and sealed by Frank Grate., P-E, Z,167k UQTUR. Of INO CA=LATION ' , LAI-JELN-5-INEER -S� On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchnr� spacing vs. design, wind load and panel length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code,. Calculations prepared by Tilteco, Inc., dated 11103108 and 03112115, signed and sealed by Walter A. T'illit, Jr., P. E. 3. MISSILE IMPACT RESISTANCE; Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4AM-ND LOADS Rr:SISTANQE: - 20 Gage Galvanized Steet Storm Partel has been verified to sustain wind pressures. Maximum panel length shall beas indicated an 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, 14,15,17,1,8,19,20 26 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20-176, Irstallation shall be performed Strictly in accordance With details indicated on Sheets 3 thru 7, 10 thru 20,23, 24 and 20 of 26, of Product Evaluation Occumentt (P.E.D.), drawing No. 20-176. Minimum separation to glass shell be as Indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing Ift 20-176. MOMC MAIMAUM]REPOR1 -140, 20Y6729.91 3 & MA�TERIAL CHARACTERISTI-C$ ANfI PIECIFICAT-1010; , - Shall be strictly, in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document I drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF U 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an 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. 20m.1176 prepared by Tiftepoi Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. 7.2. Product imaybog installed within HIGH VELOCITY HUR,RICANE ZONES as cleflnerlonsedlon 1620.2 of the Florida Building Code 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structu me. Product Evaluation Report prepared by Waftr A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-000,671 9). MTLL DA TILTFCO AD MON FUECORCS I P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC: � 20 ISAGE GALVANIZED BTEELSTPIFIM PANELkDRM420-17BkREPI)kT#2D-0798.Di -1 —EC — ZTTL TILLIT TESTING A ENGINEERING C43MPANY - ----- -.1-1- - - - .- --- 'WALTER A. TILLIT, AL, P.E, RRODU filtD0000 a0hCono -CT EVALUATION REPORT FT,PP IA-N. 441,57 t,,,,A. Li- -N,,. 0001 9 REPORT Nl 20-0727.02 DATE: July 27,2020 PRODUCT CATEGOIRYt Shutters PRODUCT SUB -CATEGORY. . Storm Panels I � PRODUCT NAIII, Z4 GAGE GALVANIZED STEEL STORM , PAN& MANUFACTURII ptaduam-1.14 4aDO S-.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by WaltorA.T111111t, Jr., P.E. (System 11) 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 614320-3, Method ID of the Florida Department of Business and Professional Regulation, This product Is being Issued an Evaluation Report as deswitied herein, and has I been verified for compliance in accordance with the 2020 Seventh Edition of the FbIlda Building Coda,,and to verify that the product Is for the purpose intended at least equivalent to that required[ b theCode. �y 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, Z1. PRODUCT EVALUATION DOCUMENT JP.E.D.): Drawing No.20-176, titted'24 GAGE GALVANIZED STEEL STORM PANEL", I sheetal thru 18 of 18 prepared byT-ilteco, Inc.; signed andsealled byWalterA. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteRk , *�' . , V�t�w%l. , , Evaluation Report. ,,,,,�� . ..... Itti -,� - .,*, ,,, 0 J , ,,�_, r- � vN --`\.\tEks�.�`%..�? , - ,,- `��g, -- �` , . *1 - ."�� I � ,� " �,I� . . . 167 , '?/�" �f *� ., 635-5 N.W. 36flj Stmet, $mito �05 -Xbth - ,Xwni, Florida 33166 -Phow: (305) 871-N4�*, �,',01,1531 MODUClEVA IA �ATTON REPD-RT, NO, 2 � - I Z, 2, TEST REPORTS Large missile Impact load tests were performed under SSTD 12-99 standard as, per section 1609.1.2 of the Florida Building Code. Uniform static loads -as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florlda, Report # 0814-01-01 dated 03111102 witnessed by William R. Mghryer, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E, and Report No. 0219.01-69, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203'as per section I B09.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report Na. 1123.01-10, dated November23, 2010, signed and sealed byJuiio E. Gonzalez, P.E. Ton0i Is test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13.2000, sLlamed and sealed by Frank Grate, P.E4 asp6rASTM E-8 and Tensile Teat as par QC Metallurgical Report No, 10111(il dated December 1, 010signed arod'sealed byJerry Ylaoicifeno, P.E. as perASTM E-8. 2.1-STRUCTURAL ENGINEgIRINPiPAL"LATIONS, On 24 Gage Galvanized Steel Starmi Panel for maximum panel length vs. design wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilterca, Inc., dated 1 2/1 B110 and 08127/13 (for this revision), signed arid sealed by Walter A T11lit, Jr., P.E, I" MM:51LE.IMPACT RESj$jANICE- Large missile Impact undersection 1609,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 14. WIND LOADS RESISTANIM. 24 Gage Galvanized Steel Storm Panel � has been verified to sustain wind pressures, Maximumpanal length shall be 29 indicated on sheets 31 9, 1Q, 11, 1 12 and 17 of 1 a of Product Evaluation Document (FIX.D.), drawing No. 20-175. Maximum Anchor Spacing shall beas indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18of 18, of Product Evaluation Opcoment(FI,1E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for rode compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. WW=11VALV&T10X"FPATW0. 20-M7,0Z I 5. INSUMW1910.- � Installation shall be performed strictly in accordance with details indicated on sheets S,tWr,u 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 1 6, I 6 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t-M-AMRIAL CHARAICTEMSECSAND SPEE-CIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and I 2af 18, of Product Evaluation Document (P,E.D,), drawing No, 1 20-175, Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E,D,), drawing No. 20A75. 7. L MITATIONS AND CONDITIONS OF USE: � 7.1 � Shall be strictly In compliance with General Notes No' 1, 8 thrw 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E,D,), drawing No, 20-175 prepared by TIlteco, Inc. and signed and sealed by Walter A. Tillft, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as de-firied on section 1620.2 of the Fforda Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by WalterA. Tflill Jr., P.E. (Florida License No, 44167), President of TIll Inc. (Florida CA-0006719)� WATkLL 0-ITILTEtCAOMON RECORDS i?, E. REPORT-2f GALVANIZeD =EL STORM PANEL kDRWG#20-175� -+" Q) (1) c— Colo) -0 —C1 0 > (3) c- " 0 -0 (1) (1) L- 0- CD- 9-- 0 0 L- = ML) It -I-- -0 W — 0- U) . Q) -t-- = Q) -0 0 0 0 -0 - -0 C-- 0 = L- 0L — q = -2 (1) 3: M = 0 .O— — C113 U- ,.- 0 — Co > Cn . (n a) (n " -1--" Co L- CDL = � — co -0 ,2 E . — — -+` U) ca- < t 4 Z W =I GMERAL NIOTES: C-QMPOtIENTS FOR REGV-LAR & LJEE SEEM STORM PANELS 1/4, 2/4, 3/4, 4/4. 5^ 7/5. 8 3) IN CASE THAT. PRECAST STOW. OR PRECAST CONCRETE PANELS. WIJCCO OR WOOD BOARDS BE FOUND ON 144C (SCALE 1/2�1*) O" FOR 2Q-QkW-JiVURM 2111111 EXISTING WAU. M04MS SMALL BE LONG ENOUeH TO REACH THE MAIN STRUCVLOIE� BEHIND SUCH PANEL.- 1W/10, 2W/10, 3W/10� 4W/10, + B/s 1 L STORM PANEL SHOWN ON THIS PR=J"CTEVALMkA0T*�N OCCUMEWt (P ED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCkORW SPAL BE AS MFNT04ED IN 9, I) AND IN 8.2). ------ - ------ -- -15,196' (TOTAL VVM)------- --- - 5W/10, 6W/11 & 7W/11 . ACCORDANCE WITH IRE 2020 III" EDITION) OF THE FLORIDA SUMAC CODE FC) P�����"Cx, INC � � --- 12-sw (EFFwtw WDTH)--------- - I � - .- ------j5,jW (TOTAL *I")- L - , " ' -'--- , � 3. MAX- ANCHORS: FOR CONI SEE SCHEDULE ON 5MVEIS a I . DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION t M OF THE ABOW MENTIONED CODE I "" ,a JI'V .. ... ---'----, -7 1 4 i 6.=,---- --- I I _ 11 & a--- - --I MAX " FOR A WPA) SPEED AS ACQUIRED EIYTHE JURISDICTION WHERE THESE SHUTTERS WILL EE� INSTALLED AND - #14-10 PAWLMATE F12MAUE to AND FIANELMAW PLUS ANCHOM AS MANU,A=REC Re wco CONSTRUCTION PRODUCTS i . r-- ---� � I I UOL � FOR WOW SEE SECTIONS ON $HEM 10 & � t. Mac-, 1 1 " FOR A DIAECTICHAJIMIFAMIR id -oft, QSINO ASCE 7-16 AND SMALL NOT EXCEED W MAXIMUM (A�S.D,) . 1�4*0 LAC SCREWS PER AIDS, I " 1-300- Apo'- �-I-3�0 ---� ,�-Sao � . I � . -,.Sw � � I I - 7 1 11� i I 1 3w� A A , , 1� C= DESIGN PRESSURE 0ATWICS INDICATED ON -SAM 7 THRU t2, 14, 15� it, it & 2D, " A 5/e *000 9USKINC. AS DISTRIBUTED BY ALL Patin SC", VOLT A; SPECL41-TY CO. I � , I i .N, I i �, , , , ,� , -I-= ---� ,N, olwa' WK ROCA 1 6 0 /' 0 466 -- ' � I - - -- -1 _,� - -, iZ�Mill) SIM . - �)T - , I � I - -7, " - - I . - � < -1 I 'L - --1----1--�- - -I- r--T-- � --T--, -- " , I r I IN ORDER TO VERIFY THE ASM CONDITION, ULTIMATE DESK;N WMID LOADS DETERMINED PEP ASCE 7-10 1 1 . ,,lfa; ' ASrA A-653 t D.M.,O,O�G)t , , 1 / � 4-�:.=- SHALL BE TWIST FIEDUCEID 10 AS-M DESIGN WIND LOADS BY MUMPLYING, THEM BY OG IN ORMI to C t) NNIMALM 1HREAM) PENETRA11004 INTO WOOD OF TAPCON ANCHORS SHALL BE I Ile AND 2- FOR IELCO PANUVATE PLUS I � �, 1 7 ---rF-r--1 I I T / 4 � I AND PAINDOM" PEAKE lo. ;-(,% ��aw ZLon. tloL IN" A' I ONADC SO Mm TTED I 77�1 I I I i ��,,� I 11 1= COMPME THESE W/ MAX, " 4ALVATENED, STEEL Ho"I'L / Y I '-* 2"-sr I O-ea CAV. MCE: y 'r ' C) DESIGN PRESSURE RATINGS WOCAM ON SHEETS 7 THRU 17, iA, 15, 46. 19 III M L";fk I MIR: - 1 I -= - I y � W LS C.2) PCHISTRATKIN or LAO SCREW. INTO THE WOOD FRAME UNIT SHALL BE ', 1/2�. MCI THREADED � i " 'L STRESS FOR WRTO LOAM WAS XL USED IN THEIR ANALYSIS. FASTENERS SPACING, 10 WOOD RAS BEEN DETERMINED IN =14901= � .Z�- RRAM SO A010MUNI i la > LLJ 4-60 CAM -I�FTAIL %� i 3 ED -I�IEFML A \ . ; I I � .4--X I TYP � ASTM "" . 1;1 ., -@ , i ' , ' 41 (�)�� @ � L �, IN ORDER 70 VERIFY `TPAT ANCHORS ON THIS P F V AS TESTED WERE HOT 9AA STAMM, A S3X INCRIDISE IN ALLOWABLE STUCCO SHALL BE CONSIDERED AS PART OF THE RECIUMED THREADED PENETTATION, 21 I 09A& i-- 1 - Ir r1p, �', ICTAIL LT ' C%4 or i ACCORDANCE WITH NZLSL 2010. C,3) MINIMUM MODE DISTANCE Or LAG ECRM. INTO WOOD SHALL BE AS RVIC-AIM IN THIS ORAWINC .,, , ARL& I A , 1 48,6 6 Ir- - -5 C= STORM PANI ADEQUACY FOR IMPACT AND WIND RESISTANCE MS OWN VIERnED IN ACCORDANCE WITH SECTION i62 I ----------------- � ---------- ---- � - � .- � -I ---------- 1. I 1.1' � a ,; '- r- CS a or CL4) M#M0M Pr#415PAT414 OF *000 BL%*NG SHAL.L BE 51W. 11,V 0-20 SCREWS USED ,SHALL BE 1 112' Low, MINIMUM .,k. -1 I 4 i L.) =. THE ABONE MEWHOKED CODE AS PER HURRICANE ENGINEERING & TIESTINO, ING REP010% "-"Q. 96-670 & 96-M AND f.350 , -1 - I -- .. , 1! i� F ,,, I I CO M SHOULD STUCCO VMT� AND 11 MINIMUM FOR WALLS WITH NO SIUCCO - - ----------iEaW- - I � L , 11 -L- � . � -- --- (I 111-1. T-1 M 9 C3 .E C-1, F04ESTRMM TESTING LAB INC., KFORTS 12032 & #2126 . AS PROTOCOLS TAS-201, TA�S207 AND TAS-203. - � . = C�4 T �, -� --- I— � 1 I = LZ :.< = 0- I — i .L C= TAS 203 STANDARDS. WALL. ANCHOn SMALL HE LONC ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, --- . � . -- - I n cc " 2, ALLALUMINUM EXTRUSIONS TO BE 0063-TS MLOY` A74D TEMPER. (ONUS. OnItRIIASEE NOTED), SEE SHEr 2 , I . V r- ! - + - -- -- - --- i . R (n " C= cc 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY, ANCHRINAOr SHALL BE AS MENTIONED IN C- 1) C-2) & C 4) -I " ,W ---- -- " -- --- - - J1, I . I" 11, ir4r W -= C14 -= AS WILL AS AMERICAN IEST LAO Of SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 201, TAS 207 AND C.5) IN CASE 11-W PRECAST SIONE. OR PRECAST CONCRETE PAWLS, STUCCO ON WOOD BOARDS BE FOUND ON THE DCSrTNC - (I =81011, UN @k END STORM PANEL I �, 1 � I -I � I ; ;� - -- 1 1 � -- � . L � I I 6 PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWINS INSTALIATION MAILS 1.250 . -100, t 92 .�� -.7501 1/4'.-20, 1/410-M .1 .-� - -a- - � 1 25' 1 - - - - Z 4 ALL SIM 91V METAL PAW - I ----,--,---] BOET6 , Pj&r1S I vil Jj4 -26;1� % �. - W (0) ANCHORS SHALL BE IRSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANID SPECIFICICTIONS OF THE ANCHORS MANUFACTURER ,- � -- -,., 2 197' ,(iv- fl -j � -111[.-J, I TH -:z -LS 94AU 80E STRUCTURAL QUALITY SMEL ASTM A-6153 GRACE 50 1004MUM, C-60 ,�i.o��--� �,�,,,,- I - I P56 I 40ASZHNES -- , I I 1 1 1 1 & - - I --- - I = - GALVANIZED STEEL MSXWAPDN W/TY- 585 kat (AFTER ROLL80). SHOWN ON SEC-9014 3 THROUGH 10 (SHEETS 4 W/ WNI&D ED= -- - I I �Tw I �i-�---i . I - I �IWT-- UNBOLIED PANELS I -1 . � I i D CL.= W - SHALL NOT BE USED. , I A; a I - --Is, SIM RIVETED S a. SIM At= -T -1 � WINGNUTS T W/ - 3/32' :1 .L - � M I 1 I I S' i INROUGH 6) MEFT -HAT H1EADERSQ&0 -M .125'Lf , . I - iI.S. M V& 0 =/ :. = 5. ALL SCREWS TO Be SINN14S3 STEEL 304 OR 316 AJSJ SERIES OR CORROSION RESIS3AW COATM CARBON STEEL AS PER ,e' ,-�� , � - L . I AKLE 0 TO I 1 t APPLWASLE) I E = � t1r ac, 1/1� ; ; I I i - I I CD !�=: � `�' ) mm I " 0 1 4.. � i 1 � DIN 50018 W/ 50 Ali YELC STRENGTH AND 90 IIIH T041LE STRENG14 & SHALL COMPLY W/ FLORIDA EKI[LDNi4i IMCE 9 rt SHAU, BE THE RESPONSIBILITY OF THE CONTRACTOR 10 YERIFY THE SOUNDNESS Of THE STRUCTURE WHERE $HUTTER IS To SE _ I -W I.Ca. � i t2 12 AKW * (SEE SECTION� AS APPLZASW ATTACHED TO 44SUK PROPER ANCHORAGE. THIS SHU!MR SHALL ONLY BE ATTACHED 70 C*NCREM S4L%K OR WOW FRAME 11 �� -� ". - 7 i - I i ---I ! - - -- "D I(SEE SECM � � I � I 1. I W U .- -< SECTION 2AII.3.3-4. ,17 F . -1 --L I , I I IF - -A-L-A I = " !�47---n—, -I- T---T,--7- � t\\4ZL- (9) -" 1 i , 4 ` i . �' .-- I � , � , I— � � I i I I t"-" - - - I I I 1-1 " " 1 . T, T�2 " I , Z- " L-�-4��],.( i 100y ter 000 . SEE . -- 1 --- L-i � --L � 1 � _-U I � 3r, cc 6 BOLTS TO BE ASTM A I i . I ------,I -----�e]L� - I ---.I,, --- -�� � t'. - I I , BUILDINGS, ) I � L �� * - - 2AW Z I i. SEE �93S* - -- 1 -= CALVANIM STEEL, OR ASI 304 SEIRICS S7MILM STEEL, WN W im MITLMLIM YIELD -�-�,- 003* 1 I . 1 1 �, . �: - I DETAL 9-119, - AIL I I � I --�- I I ,(-- - StRtNWK, '>650 Z-:�-� I S,0 i � , � I I I 1 I T ED = 10. EACH REGULAR STORM PANEL WITH LENGTHS 01-SP $'-a THROUGH IV-4'. AS ;WM $.X9 & 10 AND ALTETMINNES SW .:� � 2.1`5- -- Ad I 1wi L-32A - . U ,U I SVMAA ING �, � - i � � -1 SIR & IQW ON SHEETS 6, SA 12 RESIPECTIVELY. SHALL KQ& A LEGIBLE NO INSPIUCrItHIS OWNER OR � � I i TENANT TO SCOW PANELS WIN APPLICABLE (HERNFORCINEW OURjNG PERK 11"MIN"11-1- I C, , , ! W75- '= C. = = 7 ANCHORS TO WALL SHALL BE AS FCLLOINS� - k . � � � I , I � � �� i . ; � I i , I 11 I I X71, OF HURRICANE WARNIMS 1-�' A a F11, ,,, I "— � � , - - � 1: A-, I � �J.SW -� 1-1,5w- ; :;: = . 2 :,, A W Ii THE INSTALLATION CONTRACTOR IS 10 ULK ALL, SH(UTI`rA COMPMENT EOGES WRICH REMAIN IN CONTINUOUS CONTACT WITH / t-- I � � . ; - - --- � --S" )V----- � , 1 1 � I , � ! -XMUW -OK&M 1 �.,� I � -a .= .42AMA , - 1 1/410 TAPCON ANCHORS. AS MANUfACTURED Of I.T,* (WiLDEX, INC, (NIM� F31=0 1HE BURDNO TO PREVENT WA0/"N =10". A M/1"t P ... 4V I , , � i � " - WMEMIC YIEW MAIL / L-2.0air ��'-; �--2 '-- 1 , I i, �,,, , 1 /4' 0 , y -N ANCKWSAS MN+Ufr#,MRED BY DEWALT INC, (MCL, I*.- -) STORM PAMU IMA"TION SHALL COMPLY WrTM SPECS INDICATED IN INS OMWING KOS AW SUILDING AND ZONING REdlu"TONS, ROURIM CORNER 0 ENDS or PAKI*s D.M,,&@ _I , ,F I P -- -�, - ,L- Ii, , 14i- = r= *�'CALK . - 1/4 � * SOLIO-W ANCHORS. AS 015MIJILTED BY ALL PONT SCREW, ITOLf & SPE004-1Y CO, 4. (&-L�-- � --- --- , -- ,ij, I E, 12 .@- , " J � - . I - - , Ewk� ('�13000 p4A,) PRUMETY BYTHE AREMON OHIEPE PERMIT IS APPLIED TO. END UP W/ HEMMED EDGE, !a . 6� � I , ,I .... . � .T 0 02- - @ "ULA&W (�) maz 4 ANGLE WIT[4 STUD @ &NOLL Way r I 0- W - #14-10 PANUMAINE FIDAME 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED W MCO CONSTRUCTION PRODUCTS. (N.TA) @-@.&@, & i , W If (WK. f-355C ",-,) 13 (A, THIS PRODUCT C040ATIOAt DOCUMENT (P F. D,) PREPARED BY THIS ENGINEER 15 CIEWRIC AND DOES NOT PAWDE 44FORMAIIDN REVERS& STUD �- --Y ,, FOR A SITE VIECIM PROJEM. Lo. WHERE THE SUE CONDITIONS OrvATE FROM THE P,E,U� -- �, MAX , MIN. i .2 - 1/4-0 CF TAP-W ANCHORS, AS MANUFACTURED IV 7RU-FAST CORPORATION W-300, P-) I- --- - ----I YAM � ii� .'.. -� 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, I. -� (P) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECT*N. PURCHASE AND VIISIJIUAWN INCLUDING LIFE SAFETY OF THIS PRODUCT � I SEE W. � iw/io. 2W/10. 3W/10, 4W/10. I*- 6/5 31V4 2' FOR �ANELMAIE FEMALE 64SED ON THIS PSAX PROVIDED HC/SNE DOES NO DEVIVE FROM THE CONDITIORS DETAILED ON T141S DOCUMENT _=_, .374, � � AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL SE I __A 1/14 4 2/i4 c�. 374! Dow 5W/10. 6W/11 & 7W/11 I ID AM PAREVALTE PLUS AND 1 114" FOR CF TAP -GRIP ANCHORS. I ,LgP. TOP EDGE 750' - CONIMOC1104 SAFE7Y AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. � ----- -- ce, , 4 1310- +, -I - -I r - � - � :L -4 , Y--�� TL � � I T i - .- t,301 PANEL ,Aar_, L ,Iaa��+ I ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS S & 9 - IRS i I 0 . L, - 13A'I, 0 - - -- I r- I 'I I - - ------ FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 --- .-,--,-.- - -_ A.2) CALK -IN & SOUO-,SET ANCHO SKALL RE EMBEDDED 7/8- alto THE POURED CONCRETE NO EMBED" INTO (c) THIS PROD= EVALUALION DOCUMENT WILL BE CONSIDERED IWALED IF WOMED. � I 407"IDOY .37b' 270,456' - W. ,*,*-2 'ER'S . - I STUCCO SHALL BE PERMT-TED, 1/4* 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. . I .62V - - : Z;Z I I THREADED SCREWS CA TEAM GI EER WFV ECOME I - � - % 41 AD I' MINIMUM FOR WALLS WITH NO STUCCO. AM MAY 9F KAM SCREWS OR ALL W/O f 0, (d) SITE SPE)CIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGIS EN 4 OR ARCHITECT CH WILL 8 THE � � -I I 1. . . I - -- --A ,.a.,,- -- =1 L- ISO � 67" 4-1 Itt TWE I I t-- - I S- R.082 i ew WN WING NUTS ENOIWER OF RECOM (E.0,R) FUR THE PROJECT AND WHO WILL BE RESPONSIBLE Fa -- '. _ 1 . , , .., PROPER USE Of THE P. - ENGINEER Of RECORD. AGING AS A DELEGATED) ENCIRM TO THE i 1. i I I ca- I . f 1 %. I-oib- I :1 W��-` 1-1 ---- � I `1�0� ENGINEER, SHALL "SUBMIT TO THIS LATTIER THE SIX SPECIFIC ORAWAI4CS, FOR RpAEW. r . via'* HOLE MR . , . '093, --- " LS 01- & 9 ELEVATION - -rUiT LOCATM AT I � 'I I . 4.3; IN CASE THAT, PRECAST STOME- PRMAS1 CONCRETE PAWLS, PAVERS, STUCCO Oft WOOD BOARDS BE FOUND ON THE ,957' -i i -, i- - --R.1 W - 1, - CH : OICRY PANEL OWE" I i � I I ; N.T.S- EXISTING INALL 09 FLOM ANCHM SHALIL BE UONO ENOUGH TO FUCF4 THE MAIN MICtURE BEHIND Suc & - ... 1 --�'i !� I - W� ,W` � I I -OW PANELS ANCHORW SHALL BE AS MENTIONED IN AA) AND IN A.2). (0) THIS PZD. SHALL BEAR THE DATE AND CRIONAL SEAL AND SIGNIATURE OF THE PROFESSIONAL ) -2.0001- --?TYP� (8) �91 is ET-&QQLW&L-4"Lr1--291 ENGINEER 09 RECORD THAM PREPARED IT, 7.0or (�) KEY HOLE WA21111, .625'4 /M 11 , I " SHUTTE41 MANUFAMRIN'S LAM SHALL HE LOCATED ON A READILY IASTEUE LOCATION AT STORM � " BACK ANGLE 1/4* M... WP TAP004 ANCHORS AS MANUFACTURED BY 1. T W SUILDEX, INC. @ (B 34C 'r- TRAcx Q) FLAT &&= Z67' - - I DENALI fRC (MIN, eC-1500 p) PANEL SHUT" IN ACCOBAM4CE WITH SECTAIN 1709.9S OF FLDWA allILDM CGDE� ONE LAM �-.Ow !E FO EYERY OPENIN4, LABELING TO COMPLY WITH SEMIN 170.9.2 OF INE I �,W. EM N c3s. ("'NO.' -� , - � , g"'N, WITH MD (- MEALW -1 -!vLE V-r* A/V # A 44LV � a MPLIANX CODE_ � z� �3441* - I - I/ 0 9 314�4=� A`NC=DRS, AASS DMIMMUIFU"Al2TWO TSY SAY SHALL or LL PORn, SCREN, B%T,R SPEC CO 1`40RIDA OZANVED 0,001MIJ � , PIRDE P�A,J.) r - ----I I L , N T .-A 1.i� . 1 4 1 A��.,*. --- . - 01�10 PAWLMATt FEMALE In AND PANPLAIATE PLUS ANC,HORS. AS MANUFACTURED BY EWO CONSTRUCTION S IALL ONLY BE USED TO I I --y-1 14, UVK; � § " '11/�W\ =j, Z /101\ X \ /�\ /,W\ PRO UCtS NK r�2011 P,II,J) 'AM41111114AMN, IN THE STATE OF FLORIDA 1 1 1 - , --�'�N!��i I/ ,�� , . , - I -�* 1,1 %kiM "I � \--/ i &:, , ,G;t 1/1,��- — il-I - L."411 �, M, ,+, ., V'- - , i �, I I-R III.. I ,��. I 1 7 1 A I ... ..... . I %A[ I � � � i*E . "P T` - - , *"F,:;x FLORIDA BUILDING, CODE (High Velocity oNjr cane Zone) I - i ., , , two OfF Colfk* � -B= -- I At'%- 1/4� �� \T/ � -/ �'�, ' I -j' % 0 ,�, � = i f I , , - 1/4' a CF TAP-CRIP ANCHORS, AS MANUFACTURED BY TRU-FA%T CORPORATION 'ON � - �37t-�. 'Pla*0 � 8 1) MINIMUM EMIAMI" Or TAPCON ANCHORS, ELM PANELMATES AND OF TAP-GPAP AOCHOR, ,,t�!� �' I L - - , ..- , I I Z -, No, 44167 ". I Mo. W � `1, I,_ .4 � E * U can* Zone) 'R 1. ll - ' BLOCK UNIT $i� BE 1 410, - �'. � -.1 t =� * " FLORIDA BUILDING CODE (Wilh Vsht!!U N 11 , . FLORIDA BUILDING CODE Lfogh Velocity ]HIM C40MG ZOn*) 4F .., .0m IALTM W- 20 GAGE GALVANIZED Stm STORM PANEL f,p ; i I , - ____j . .� . I - . No. 4 167 '* I Dame, W, ; j On-j 1 $�.;,� *9M - ROE TrIOAMMM � � ATATE Aam 7411M W- Z- ., -. I *am TAMM INC FP 9,2) CALK-N & SOUD-SEf ANCHORS SHALL BE EWBODDED 7/8' INTO THE CONCRETE BLOM 0$67� NO I - --- - .4% S -% .., 1 20 GAGE GALVANIZED STEEL STM PANEL - . . EMS&wi . = ----� j - , L-1� WiNG NUT �j � To . 20 GAGE GALVANIZED STM STORM PANEL DrAm W, I - INTO STUCCO StALI, BE PERMITTM t/4' 0-20 SCREWS USED SHALL BE I t/27 LONG M#VMUM GINA �n I - - - ---.- ----�450* 125 '1875 , � - A - Wow 8� = SH - _ rCO '�2 I , PRODUCTS, II ", i 9 KEY H= � V, I LU - - .- - , —A! t. * ,---,: * 1 07/14/2010 EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO, 1311. STAi - �P �=- � IILIJECO,..� � r'L0EL4L MT.Ec'n.o." WM —Zfto�j 11. �Pj � . GLOBAL PROTECTION PRODUCM LLC. "'WE' �L TION A ,*'. GLOBAL PROTECnON PRODUCTS, LLC. mm, - , IN ra, $1 STAW - 'V111111 7s, -a'- ATE t �-, �' 11LIECO-N—C. = "M, AW P. 3MI. - .. NITZ. - - . At "N., - , Q .r. (.M.. 20-176 0�14 AT PANEL . "M S1W. 61 SAW � .P �, j, --- ..!w . "M ft. a, STRECT `,-`111�vn . jo.- M-)"�MI!L f- Z, �--�-- - �- ... - " - -z�-� 04M FL, MIA - OR . � 7�� i g.r.wK. I. ft#NM � '. . _ .VX (1) 2"X7*X1,(4" & Dm� a- 3"" . &�W7jRVNIPILNWV - " -176 - - . 1W � N� AL113MAI'My. USE WeAt NUIVICIff 20-176 00 ,A PHOW, (144 -3!k6i rm: (O -4W M. PHwe Ua')$a-TXM M. m4)"o-um 20 -"',�,,O,,'��NA�.l�n'o�',e-"'—"" ---- - �-i 97M 6MA, j%iui � ....... �,A - / --ow- - ORNaIN,; .. I ..!��� I GA-00MIS � � - I - I .w I an ALUMIll ANGLE . MO?MXM*C WASHIN W/ AMTOWL �7 0,-Omp's )M 0840 - DPAWW N. I - , &-ownw OtIN n.1 - Mft. , - - Irm . I � I - , 1 _ � I 1/Ie""`"n"`WA1r-= PM SEAL/SKINATURI 22= IL - n-i 0M M ;Z 2 OF 24 . KALIER X VUT �4, P.E , , I - I - 1 - I I I I I I - INSIALLATIQN 12ETAILS EOR REQULAR PANELS(3 A (2 EM 2= FOR -INSWIMON IN FQM 0110M INSTALLATION ETAILS FOR REQU INTO EXISTJbIG P9UREQ - Q19WE 1= OR WOOD INSTALLAIM QEWL� FOR REGULAR FANEL33 & L&R-EANW (1) & 111A -IN OR I-Amm"Ir ro"u ax VAUD FOR WMA UEE SM AND E-Z MIG SIM 9M 2M INTO EXISTING POURED QQNCRETE OR CONCRETE BLQQK 98UQjURES INTO EMING POURED CONCRETE OR 9 KRETE BLOCK STRUIC.TURES mcam AKwoXS - 11. PLUS 0 cr TAP-010, CONCRETE Mooft , 1. arl% ANCNDRI`� FDA CONCRETE, SEE SCHEDULE ON SHEET S 'RIOLE ON �007 6 a 9) -Mu Z . 1. I. -- PON WOOD SEE - - 12 -_- - - 011 SCHEDULE ON , M. . - - � --WED CONCRETE -VffiM ETE .-AM I CONCRETE NXHM SHEETS a rAWWR 9) i , Mk, DNCRETE BLOCK ..=R.L. � CEM42MCK � 3" M1 U) -P-0 11 I ,/,. I I" MR.- 2.67* CaNcAM ow,od M. =.- ; \, I F (�k- I REGUIRES? RECLINED i REQUIRED vALLEX) V W.. (SEE SCROW ON - rr-a -- - * ----) - . : CONCRtIL ANCHORi I I � I, MI. (MIN. OJERLAP -L &I Ikwzwov - . 1 4 1 . 4,10 M.. I . - Not IN I � . CONCRETE ANCHORS L- - . SHEETS a THROw" 9) E-: S2 RT) T-T 0-1=11� " I # I j - t&.�)�UE ON ! " a) � SHEET 9) . I f � DA i 1 Z:ggw��; �j.41 ; � I I . SHEET, 0) L I I I I I . . -,n�' III" 74a) �#w DMTM POURED � � f ---) L —iff-*—M=S 7 I Flop" WM � I I . I .1 " . — , I — M" I ! I � I . I I L � -S-- I . - I t- I . 4 = �� I f - ... -E, . I ;� -�%.- : _r 4110, CONCRETE I i E� I . 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I - � � J"-- -jv,p.,� I di ;� , ASP i I i = .&,- rJ 1 t --U � ; r "I'll i I -a � - . - - 'LL - - 1 ',,_ -1--iiiiiiII0 I I <1) ,X � I I I - r- �,,,�, � � 4=1.� 1 @ i illik I ." � � I f : , --T 7--- 1 12 IN OCL - - � .- I "I I I I c , � � � � I i , , I . I ! i 12 IJr 04 11 I I 111� 4 �111 ! ! �t 4'/'�20 , I : h, I i = SPIM" I ISM" MW a ; � " � I I i , , va, i __T 15 1 i 01,111,100 I ; . ! 1 i , "-�11 � I � 1 1 : I , Ita BOLT , , � ! = M � I I ; i , n A'* . VM' ' I j � L � I 11, i - L -,",, I-S - ' --(D I � � - M I . M-A-1 , !;; 'Ll i '"� ! I � ] g 6 I ; I i sva,a tfUli(l III;* Cw-,*,� � - '. �Iry - I i 1 � � I i ; X"' i - I , I ..... - I 11J-J 6.1, w. tm I I . i I - W.40 X ! ; I 0,1040. - , > ; am iff"C' I ��Qv a -- i _j i no 9� SIANAM" - : I", :111111 I - 1 14 -11 - � � , � =n 1 ! I I i �i I 1� A, IV -fl- - - ,a I I 4- j I 1.1V -.-, ,,, - 10 QUIRS, 1 1 Q) `a) a I - .1 . J I r � I / 4, zw I � I ., 2 4 � ,;i 1i ,,, L r '"' , , I . I � I i I N . , j � i 1111-1 I I 1 ---I-- I- I I I Ron %0M g I It M"Vom " ARW 1) : � , VoIr I f smmv) I I a ; 1 , ! � I ; i 1 . 0 1 1 . i � i I I , T --.��.,, N AT , � A . �i L I j 11 ,$, , L L" -IT -- - -----I- - y"LK-i I - I W W-i i I I I - I '! I 0 L ! � 8 I � , j ; � 1 � 1 � I V " ,V:---,- - 'F It - , I i - I - -,A-, - - L, - &�M -- ' - i --..- i , � L - -1 AI 11 . , � - ,� I , - � � 11 , -11 I . -1 --- - 1 I - L, I `1 - � i - I I " I - -Al - � I , � . I i I I I,,- - - A - - I � - - . -11, I I , I , Ij4l*�20W- _ i i 0- i - I I WVD a II I I 19 �: I 1 ,65 � � t 1 ; 1 1 1 ., " .-7 -_� ",-_-_--: -------- - L - - - -1 -4- OIL ---- �, I ... Li 'i. Box _ _:_ _ I I I i i i i _"__ __ = �m i - V.Dat" 1 = A " � -I Z I. �1 - I ; � I ; ! � � : I , : 9 I I i I i i I i I I ,-. (W I=. I Q;��.'.*. &W i - ; , 0 I— i - --- - --- I I r ! 1 , d : 1 1 ! i IMA. , I 4 I - , 4 I a)-*,- I ],--- ----L ; ------, , I a- (§) 1 I .6-. , m VASIL I (j) I i I � . I . � § -1 I : I I i O~. . L i � . ; � 11 I t I I, Ed , � , Ic V 1 I � 5 - I , � 1 1 r I I I � I � I 1 I �! � I �-�z- , F I -I--- , - -------- . .- � i � . ! I � � � I ��, I I I --- I I I r ---------,- , � �; i F : � � � . I . "or Ft ! i '.. :- jx, - I- ��� -`�---- ; ! � < I 9 i I i - 11 -E%:. T -_ I 1- ; I � r. I + V W I ; i I jz-,.Vn ,i gm- - ; - - -- � - YL -- � � : t I - , 9 i -- I 11 ;; . � 1 � L � I I - I , I ! , i . I -1 .1 I - - � I � I .. i rwX,Snx,*j I �� 12 TIr = ? i T- b? "Grinc POURED � L6. I ig- -,&= .- 1 11�i ,"M M I I �- -1-7r i I I - . I = --e'7x" i ::�- I 11 : .'� 1!,� I i ; � , � I ---- , I ; 7.7-17 , I I 9 ! I - . ]L 1 121- - ;, %& I i - , --�' . - . NO 'EVVZ, �.. CONCRETE OR - I . -F-- M I __ � I EXISTING POURED 1 ro, � ,a Vr oz I I I 0 12 I/r = � i . --\ "Tj 1@ I � 9 I CONDAIETE I- I ------f. CONCRETE OR - I I ;� I � I ;1 -;,,�?I,-�,77 � I 11 V4* -;; �, i I I ; I I I � 0 f I � : q 'Ir ac, " I I CONCRETE ------ - -4- """o : I . 5OX I ; ! I - - voint ova a -U.-r REDLHRED. BLOM ofsw* � I ! - i CONCRETE: RDW AM BLOCK . I I I � - - -1 MF== �-=" I BOX =I-! Wj 1 1 OF 'L" =,A� � � 56, 2 - DJ0& . @ I: .. 0 - "MAW, I t � . � r 04.� 1 DUSTIN, POURED ED. : i � 11 - I I I I. lr� - 1/2- 1 . ; L ',� � I I I - I :: -, (.-Lr I , ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHUT 11� -- -E= ! 1�� �-,�,��"A _ t , I . � I i� � OF "V � Mo I OF Ir a) , L i � N I -r CONCRETE OR i ", i 3 MAX 3 7= � -----,_ =3 1 ly . - I ; �'-�l -""�% � T-T-- 11 1 11 't-,�'`�-,'4,"' ; 1 -�- --- - -1 I ; . . I I 11 L:�..� CONCAM Kne. ! ; CC ED �� "%"��"' I I � I ; - FOR WOOD SEE SECTIONS ON SHM 12 - �" " ; , I I I � - BE , L � 01=49RIPR: I , �� � AL ,�i, 03STING POURIM, - � �" M%h") QAK&��) . I CONCA - -3/4--' - 1 , IWOUR" I I I vr�/=� ; � I 1! . a - , -T � I r , , \"�,, - W .- - � L ; ! - ,- � , � I � I ; -0 �' - � �, � ; %��, IA --------A 1;� -�� I � CONCRETE ANCHDRS . ,� REQUIRM ,� , " 1; W�Wxr-m I CONCRETE BUOCK , k� " - � ! EL -,�; . Mir I . F� 1, � �, I E. - REGUW STORM E C 119 4 11 . � 1,14 I 1-1. . ILI RD, OR IRMUIJO� 1�1 I .. ! I i ,6ft,-(�& a ELEVATION I - DRE SONCIAILE W 06 r��2- jj�� MUL ORL I Mrap .1 INS, 0 rr .----j I - I � I I ,� .,� (m S01IM I " 3110 & 12 i � SiAcan" V/ Sno- - . regAI. 9) NK� $1,0113 S VIAOUCk 0 smam a THIRAW 0) CA ' I i - � I; 4 7�/4- ". I ; Z 'Ir ac. : ,� � ! � � ; - - r, - - �,,,��x, -� - - Ir -� �g �, � ! � -- - i ,_I K .9 .. , ��--4"IMIAI �, --- =RY-Ne g:%�. C--. eFe i C� - ku- A40HOK L--�. - �.�,4 �4 '. .W., I- , .. !� ! III, 0 1 - UK-1K OR ANNUMIVIL 1�/ I , I. y i , : �' f4 , 51 : i 1/4* WA. aN, ,��..r. ...: ., - , 4 1 __ �-Il W ,- NIANIA, a It" ,ows..* I . I I %- "I OUT V fm ALTEDIM RU)JA PUT MOUnNO WA66 LVAR91 -- 1 WILD 911ill MaIIII I " 1-1 -):CA � 0 1114*III20.3/4' . f I (MN, 043aAA, -I "'ar WILLM M 0- " � 0,4" 1 L I . I MRS , �j"�. I : L I mon ="` CONCRETE ANCF - A-, �4�" 1 I .500 I i I I W31" ON (SEC Soo" a" I I I ----- , , � i L I, . :Lv" 0 IV 0) � �- I i i ,�, � -�� � � - 1% SHEM a TAM , , � CMUNG AND =4 MOUNTING . . " i - I SIS. SOLI � ?1111 "',�. -W/ 71W.?132* WING NUT 7 1 1 - pyw i i I � IM I - .. ! I I I - "Na I : a 2 1/2 D.C. � I . I I I CONONETIE ANCHORS . IE 3/wl "=)ft1I`R`- i i I 1 -�� I, Sc4a $I&J, 74 t I I � ANOIll 4 f Act. . -T-0 !flk,=������,-4 3/8- 3 t WW I N-----/ : i CONCRETE ANCHORS R)IDIXUE ON ile hm� icD --7--------- = LIM.rIt. 0 W - ,*1 - - : , i--��E ANOMRS SIADVORED � L I-CMSCIIEDMOI � - i I STUD i IT i 11--?,','��&' * NEW I- WAOV ,o, WM . 1/0',, EM -C EDGE DISTANCE ,, ISM SCHEDIA.11C ON j I T ED, - EDGE DWANCE "I _ SEE SCHEDULE ON � -(D � SHEET 9) � SHW 9) I , cn SOL SMODIALS I � , -0 -M&r-N CA ! SEE SCHEOULrL ON . I TUBE 09 I' v � , L I rw%w) I , I � ampomcl?m OR I ( , , DanNG STUCCO/ MWAMWE SPACES 4 SIH[EM 8 & 2) L ,Xam KIM iwl(. -Ir.m- -, . I , /- , --*Mo eNto I -- - --- ;jr N,CRM OR RCOLIMED '1� ---(!) I I SHEETS; a & 9) i -(�) I 11 I I CRETE% OCK 00OUIRED M i 5 �� --�' , I MIAMI " i ! , , NEW I' WIDE . VARIES, . 1/8' I I I-1- I I � ALUM TUK OR I' . VARIES � - NM FOR PE = INUALLARM INPALLATION i -1 am-,. Non Egg 2= -214mm i - P.7 �� PLATE SPACER I IR WA IMOUNTINQ Ma It 6 MPUNTING IN= MOUK WG Cn I 1. 6 - I " 1�� " i EI� ,Va . I � -17� !-BDWD TPAM TOP & BOTTOM MOUNTINGS CAN BE INUAUAII ,B VA I , . WINGS CAN HE .; � SECTION A SECTION 9 i � � Ou , - .� VN6 � CONCRETE 4109M I CCMBIKD IN ANY WAY TO SUIT ANY SECTION 10 I , 11 '214,04 :, ,A,V,AF0HIH#M#, TOP & emom M ., . .1 i 45M SCtMMX- ON INSTALLATION, I mah" SCALE 3/8-1- SCALE 3/8.1- SCALE " , � I N, - At COMBINED IN ANY WAY TO SUIT ANY i - . I -L. SHEETS a TNXWaN a) r..f. 0 I 0 LU I NAI ,tfk A )'/, I`& INSTALLATION. I , - , V, f 6 .. -.... -, A. tj L I ,F.*r %jr.EN ` -,.A- j L . ........ .. A. I .. 2i -�- C- . -�,��,�&�Zi,�T,��1'T'� ,,��s,z�,7�---�---,�'\'��".���I I-e TW� k e .1 -11 - .. L . '� I It I i I J� I I I I I I f I I I - I., EX�WW MORL � FLORIDA BUILDING CODE �tjh V.I.!!y 14u can@ Zone). . FLORIDA BUILDING CODE (Mph Velocity NU cons ZCHTO) I , , ,C� '..- -S- FLORIDA BUILDING CODE (1419h Velocity H DIC Me. WAIMEA NEICHT TO K . < I � , - U one Zone), a:��-Rm�j,.--, I Z . � "Tw _ - F C"- WX � LOW. a a. L- " 1 *... . = =W TKIEW, W. - 0=111 = � 12* &191 Cr /� ' REQUIRED, -ILD --- a Ft, 13, CONCRETE - "I muk N WSAM THIN : 1. I MIKET, 111M Ma fp. -- - --- - , : I,IN%x, ram. t,V, F.P. � 20 GINGE GALVANIZED STEEL STORM PANEL m - A * 4) M.. REOUNIE-1L. I TV&,. HCCW, Z , * 20 GAGE GALVANIZED STEEL STORM PANEL 1 I" " GAGE GALVANIZED STEEL STORM PANEL _= ANCHOAS ^ - - 2 - = * E maw IN, Z�, - Ir . E WAIN W- I . 44167 .. 011" BY, NOTE FM GQMaMnQN OF SE :7 - - ., * r- -*, * <��V t:�- /n/M E.O. - EWE OWANGE S *. * I�QliA- �-��- 0711111/kIl" , � - i .v* rA TE , - )(6 fi�ft�� I 1, -- -S�;_�-- GLOBAL PROTECTION PRODUCTS, U,C. " (SEE SCHEDULE ON =- t PRODUCTS, I.I.C. nal,- 5)!�, �*;�, ON PRODUCTS, ULC. R"*o1A1-t it �Qt > WD TOP & 801TOM MOUNITINGS CAN BE OP-� - . . , � - GLOBAL PROTECTI . 0 O& - Z-- COM13INED IN ANY WAY TO SUIT ANY ..P-. GLOBAL PROTECTION - ORI 11LIEC0.11c. - -�- 11LIEC0,7 - . - I SHEET 9) - , = CEIUNQ A ., t.> 4M SIV 51 Ifflove MAIL EQR RACERS -4 "M &W bi STREET I ow 10k a, SKIDEr I Y401c,�� DARE, FL. WSIA INSTALLATION. bw� 3"'. OR. .. IMML To. 2133M lk";�%. Al&, .1 , i -- -- M-I*I,,*.- (a - TAX 20-176 1111911110M)"a ,iLC :�� PROMIL 0144)%W-754a� FAX 1054)W-Mt 20-176 Bg=kt MMS kDACES XQ - , 111A - �1�, no"Ja DoMloa-?M. FAIL Dmx)� 20-176 1 `---Ni �T..!!.�.� F ITLU, ,XXTTAQ a 9049=401%pmy. Pe"NE, 00 a 01U)NI-007 QftAWW %W. t f ��---111 61-1-.ir F, I L X < I Alw- to Toor, SEM,bo"'XI/Doce —Afti I — MWM N.� -,*.' W, o4e, . �W� OWWW ft , .1 w,,,;, t 4 vi K ,Y; ,I Z.4 .,O4QW.-o;MAISM —1 � I- - ;_- :R� - �- .,,-6,T,L",. ,U -"It - CA-00MI - .1 w;;Q I Q -j ! - - !!' �A--.L"'%11�1`�,-=11 , I 3WEETIT OF N 011444;1111106 -MME w2B I -:21.-rX!. F9 , 1 - I - am 4 4V " � .� 1 --- EM I I L --.--- I 0- . SHEET NO. SH 1.0 SO; wECAG/N T, 3 a ON%W4 A O} 1.: - it � ..+A+M e4 � � A $ ' ... .: � ►, l� c -I1• � a 1POPOA(y �] T3tjJ I 4wAIt k:RNf. AY. NBDF,t w1 2 1/4- �� \\ CONCRETE ca t 1 r SCALE 1�j 90 DUAL y1 ow "New t qt 6LAd 1[i.1017n..# iIULLION SCHEDULE SNEirS. • 4 9} Ma,. MULLION REQUIRED MRP. SPAN (Ft)'» TUBE MULLION - 4 4'-6' 2' . 3' . 1/8' 4'-e' TO 5'-8' 2` . 4' • 1/8• 3-5*-4' TO r-10' 2' 2•A 4'2i 4' 5 W-10' TO 8'-.O' 2' . IF . 1111' 4 SPA TO V+95.OMR f„s.°')2,1f P'RESSURE PAT. `� �L m�aia�re P�ANE�.`s� oREN1Ea SECTION T SCALE 3/8-1- NVL MULJ,IDN CAN A150 BE R4S7N,LID W/0 SIM PANELS ON TOP OR BOTTOY 50 11lA7 R K L.0CR11St AT TOP OR BOTTOM OF 11PE#RNf•- 10NE PANE OPFNMG Wl :n3BE COI+ 8 BOTTOM) ZNLD-OUT MOUNInNC INS1I94AMN ALTERNATTYE 1W WALL MOM INSTALLATN]ti - ,�,TF}INATWE 2W SCALE 1/r + t` 1. INSTALLATIONS ARE,ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55.5, -72.0 p.d.t. AND PANEL'S LENGTH UP TO W-8 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BESOUTHERN PINE NO 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ITOM MOUNTINGS CAN BE 1N ANY WAY TO SUIT ANY coom" ANANIAS (SEE swu 44)I-\ (SEE SCHEDL4E SHOIT ION `• CONORM ANCHORS""''»�,, tOR . \ 1/t�aG. CFwE PF3DN'C. +� ITT" O.C. I - tNR AA& ___ wRAGRLTe ANCHDAS ' t5>:E SHM 14) WILL MOUNTING 11131 1JLM WALL ANDFLOOR MINTING iN_STAL! ATION - SECTION T CrA,F•t6" ar )' - SECTION 2 SCALE: 3/8' - I' tRiita"4 ON I ABM PANLy S'r`TEr•., ,._A�,,A.F.NlN. T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PAfvEtS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REBUtAR TRACK$.) ?. LIFE SAFETY STIR PANEL CONSISTS OF 0.039' GALVANIZED SIM STORM PANEL AS PER COYPONEM, SHEET 2 OF ORAWINC, THIS. RATTLE ALLOWS ITSELF TO BE AEMO ED OR tNSTµLED FROM THE WSOE OF STRUCTURE, 3. UFE SAFETY P REQUIRES TOP TRACT TO BE COMPONENT 0 A, BOTTOM 1 Ara TO ,ay1HtL` CDMP4 ENT 3 9E INSIPER RNLIe O ET W FLOOR 14OF THIS OUNTED FOIJAWING SECTIONS 1 &. ���_ 2 ON THIS SULLY AS wELL AS DETALS I. A: 2 ON SHEET- 14, ,�y�(';' 4. MIn. LENGTH FOR COMPONENT 4DIS IV, = T' M6R. ANCHOR SPACING FOR COMPONENT 4DANCHORAGE AT BOTTOM IS GIVEN ON SCHEDULES T N2 2, SHEET 14. - COMPOwW OMAY BE PERMANENT OR AE4WARLF_ S •c'•. 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. 6. SEE SHEET s FOR DETAIL APPLICABLE. TO THE NECESSITY FOR THE OF INSTAt1ATAN SPACERS AT TRACKS INSTALLED MACENT AND BEYOND TO STUCCO/W600 BANDS, 'yAAll yE+l♦�31 CDUNLi WALLnD01R iiOUHTiNG 1iSTAL:iLT1OMYF» 4Yi INSTALlATWNs - ALT£IENATiVE SW (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SCALE: 1/4, a 1' A.S.D. OES10N PRESSURE RATING) SCALE 1J4' >• 1' �n•�FA � Non t 21B ,SNP NP, LmA MINIM CLIP Ar01 »IA61� ' � rr�'inmr Yn ,NAP aFF1AA 2kt,1. ENO YIIRR N INS7rLATIQNI -_SWIM "W SCALE: 1/4' V FOR =021mm5L1ap,1M• SESEOlgM1'Doi 94RETid 14,. �•moors ��i NONE : 2 I ATE LCGTOW P AIRS) Rigs t/et ) it/15 ALTERNATE LOCKOON ' -JON LIFE SAFETY PANEL MFA iF NO LIFE SAFETY PANELS P .LOCATION OF LIFE (Sm NOTE IKLOW) W/o REOL M YRACICS - SqrNPAK (SEE Non 7 BELOW) 4 TACT PANFl Fii' i° B€ R4SFAi;LED AS OPTION il FOR LIEE SAFETY STORM LIFE SAAEY7 . PANE. tEHR40 SNAIL ALWAYS BE PRCWOm W/ I,EM TM,A`nLE TO FAC4.RATE }MST - 6 13TRUCTu FD OR RE11gYED FRMI IN9aE ELEVATION OF 3/32*-1• /^/,SCALE tl4' YOc TRAP Ri C9°R 7 i e A)* I/4. U., imp 1 TMM B SILL wom E PANFss` 8 {i ern Puma SEE MOTE 1) SECTION 0= SCALE 3/32'-1' ���M A.&R���������SURE&M(pmfSPONDING MUNIUM PANEL LEMON M SCHEOULE TVA P, NHY 1T1R 4AAil,a 1,@ SHY NlCYA fAIYfYC iQ 1AL'N ,.CNNNNAC 1 fNRF1 1a � g46Xi! A R.1 At IA42NAW AEa tNwy L tENatN yyy Pun N Or TRY. OR =5 2 T/4' (9180= 1 TKW s a l ♦515, -72.0 z7`-:r T0. w-r V.. 2;/4` W010010 I TARN d a 7 +58A. -72.0 PB-a` TO11•-2' 0- 2 1/Y'.-.. ` ax 6 +43A -4AD 12-e OR LESS 3 1/2' ` AT A / a ,D • WOM !/ 1 j4'!-20.i' S.S. Y.S. i WINPUT 9 WOW a NVAI M OF PANEL ALW ONLY FOR PANELS Ol e 0 RETALLATIXNIS AS PER SECIIONS I TIM 7. ON SHtE, 4 4 S) MAAMW AS.0. DISON PRESSURE _ Imam* ANCHORS wam mn EA - }Eli « SEC00N3 j AM OF .. MA%WM PANEL. LiNCrEI 1' (n.) TAPOON OF LIP -°RIP CALK-N PA11110T FORA E 6 PA4gAM1E PLM6 m 00HOUTE 10 1 AINCAM 8140N 10 COMtALtE OONCR n B40ETA TO CONOREM CMA ME K= TO *MOVE owaaE SLOCK FIX OOId,F1E t' BLOCK 6• N/A WA N/A V N/A B' d' WA ii d' 5'' WA WA. 6` `(•1'0^P-) ^'•^'•^�I 6. WA. WIA WA 0" WAA... N/A I N/A 2 00P) r WA. N/A NIA a N/A 5" N/A S WA 2 (8a00Ai) +sS,A -72A it WA WA Ni- 6• - N/A 5` NIA 6" N/A 3 k 4 (LORD. 7`-6, OR LESS OR LESS 6' 3` N/A N!h 8' 6' r tl• tl" r ] (BOTtOM) r NIA WA NIA S' N/k WA tt' d' MIA N/A 72 9/2' 5 1/4" 12 1/2' 6 1J4• 8 T/4» 6 1/4• 0 T/f 1 d 1(4' S (: � ma SU Dan iD a It FOR AN INK a SPACM FOR NSDAtATIONS Wo w6O FRAM "ma WMW ANCHOR PACHOS MIS INAM SM DISTANCE Aft RAKAtW OR THIS SOEgiG FOR E0 LESS THAN INDICATED ON SOMAX 10M ANCHOR SPACING BY IAIJIfty I! s1'ACNG SHORN ON 9CHMAI EW THE iOLU MNG F'Acrom MR THIS O•FR " To # PQS4i Z R€DU S"m omma us" FACTOR SHALL NOT RE LESS MIN NNAON SACINO MM"700 MR 004 AND"1TPE AT ANCHORS LOOM AIO/IOA rotIle.1/41 Y•YtNfdel w ttllP-wAr 114`s 414i 1/4*. dYA.Ni Rf4'. 901+°-fEF tln AROER NAw16 OnD 3 --. 3 3 3. 2 112 3 it y6t41 Q 4kAM,u 10.) 2 3 3 S 3 5 1/2 1tw.AR.1 0»I:NIPA 111q:TAaj 3:... 3 3 1,/r 6 T/2 4 3 In JOx6 6t NU E.WXP 1- TA6 T.00 ,AO .p 1/4' L0.. a(a' 1.aNL Wass 6;As1rRA w/ INSTAL.LATION DETAILS MR RE ULAR PALS CD & 1/N2' EE. Ya, a 1C W4 DLO, PANS, U2ONGTRK M' TO r-e` AND d 1!4' G.G. F1Nt 1EN0T1f5 � Ta r-8' tP. pOR 4-10NA INTO EXISTING WOOD STRUCTURES PANHE fELWF 1° I'Ah amm PIPS a CA 12 1`/ 0. E wflN t 1W. THREADN PENEYA4TIOIN m !RAm i/Y rm ALL LENGTHS IA W;0tl9141G ) I 1 :L 4 �3 EQ EJA EQ GAL 1 1 1,000 How + t 1 ) A T'LRHATM JW AL'TERNATIVE 21N " SCALE 3/8.1• - SCME.3J8ai• 1 i ` 1 i 1 I a 8EE W ►:E ON STEEL a SEE SCFEOIAE OR - LEAN YO. SH'MAliO1 TO wAs2 -� E To ams. to a1 Ear _ _.:_. _._._..__ � ., , EQ _ [ EOI I -` 1 1 -_ t ,.-.. r/' z- EHs(.. _, L.:� :I EL)I Kam" L+ 1/1' IA +5I6' LOOS BRASS MNSHNG } i/!^!•ah]l4' AS. Rail iw tNWOW� 4, •,. 77 - j) �. . p I ' W/ 1/4S-2R 2' 8S its. O 6 Ile 0.c- 0• FOR P/tEG. LE16T+a LV m 5'-AND a i 4 le ..� AI L.44 4NN6 a r . 1/0.O'F NOR LPAWO LIP To 8'-a' M6A I, 't = x'N' P1iTE I a I DR T4-kO 0 ON 1 PA1RLiNAE tTOAaAE PAxFaALAtE PLMs a 12 Tl2' A c WITH s ` Y ' ;ot�2 °NM 1 ROD° 5 a:G ALTERNATIV€ Al THRALL[V 4W t4ea TTt zwm PEarm"ON AT 1rNDNgFYm1 OE` WOOD PLATE T4R. a 2'RA PLATE g S.(. a,4OMINRH NM 15M1F,. - .SCALE 3JBa9 -SCALE 3/0-1 L�. ,t? ALL LAD001N9 UP TO 9'4" MmI. p 9 t $i, - Mas DIRECT IAOUWM NI_ STAL"M CORNIONS NOTE : SHUTTER TRAM NOT auRm �,Q�IATfYE 9CF4E 3j8a1• {� sauE s/a»'t- HATES. NL1M}N44FNINWN �h P, Tit: FOR WttH DESIGN 1 • INSTALLATIONS ARE ONLY UP TO +55.5, -720 VALID BUtLDINOS A.5.0. LOADS- P5F AND PANEL S LENGTH UP TO B B, r iC t S; b D BU el It M _ FLDTN A ILDDNi1'CODE (High Y oo N tTTGOnd aorta 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO. BE SOUTHERN PINE Wf 5PECIFlC DENSITY OF OM OR EQUAL W ? N0, Moro TRTfEO, R8.'. 20 GAGE GALVANIM STEEL STORM PANEL.. NO. 2. NOTE FOR LxN.i$7uAT10N OF.11 F BECTtrn�c:... ;'.. ADO/ C O Eat:. GLOBAL PROTECTION PRODUCTS, U.C. UZ o x: m�wtr TOP h BOTTOM MOUNTINGS CAN BE COMBINED ANY WAY TO SUIT ANY i Fi T1S e „ jf•,7,�,,.i �'ay F . ,•••• SS1 Y .AHr «M SN. TA. K EPA wa> n a1N Nr.: no-,m.a: R: ,3 41OD S.V. st dTNrt Wa E, n. 33314 PIAR(: II54}rka-7sw, FAT: Na4MeR-arn 20-176 IN It hANMI INM111 l: 317NJ'S1GNA31•EIDA7E (>6 ,M. b.w.. .. A... .e oft- NN:TER A'714'Vdi P' STUDS A EVERY OVERUNP TO Fp7 PANEL i E:111.fix f ! tR ' A* � ALTERNATE A••s^s Y.'4 ST,NTS o EVEE W1j 20 C #101D PANE Sj8' *I (CASE 0 31.Am,, (CMSR) i/4 +il SEE 1E #'i I �m,Ci,nm. f•ARCL-CnN �MCL W EdOt}'fRt. B 4' sclEnLAE �' SGHFDIAE 4 1 \�JJ 3`•--^ !Z FOR ---1- /2 FOR L--3'--1 MwI ANCHOR M- ANCHOR SPACINW SPAC Ic j DETAIL (LIjII TAUXION PP=:IIAE TO SCHEDULE SCALE- a/te' - i• MAXIMUM h S.D. DESIGN PRESSURE RATING (ti s•f.) AND CORRESPONDIIN� w A bIAXl11UtJ PANEL LENGTH -APO irARIF Gi`N'AN1NR 1 B 2 OM.ATED F( 1.fFF �i4u lY STORM PANE 'Y e1�l ON SNEE7 i3i. WAMW ASAMINX 7APOO11 PANMNMIE" 5'Et:'tNSNS a IRTLCM PAES5NE R4 .sf. T4 BLOCK TO IBdTCiI TO CWtlCRECGNKTO ROCK m TOTlETE FEFOL TD CONCRETE To BUXTo :R t 3XNAd4MON tW iREl1 MN01/W PlNE3.... Lmm v (t) 6' N/A N/A N/A W N/A S' N/A VN/A 1" & 2 CtOP). -720 9' 7' 8' 9` 9' 9• 9' 9' 9' 9' 1 (BOTTOM) 5'-0• OR 1f.3B 6' N/A N/A N/A 6' N/A v NIA 8" N/A } 4. 2 (TOP) +55.0 -72.0 7 1 2' 1 BOTTOM 5'-0' TO 71-8`. +S5.0 -7ZG 4' N/A N/A WA 6` N/A 6` N/A O' N/A 1. 6! 2 (TOP) . 7'-5` TO a'-S' _... 9• 4. g. 6` . 9" 8" B' 6" 5" 6• t (BOTTOM) - ...... MN =M n5➢. RESSURE RATING ti, I (SAE a s/6' Y,. N7OY TOP 6 Xoif.'} 06E a (SIR a 3• Mw NQM LOP' or AI»,My- SMELT Arc L�TM 110- EM #AXtMUM PANqik, LENCa1T1 i.' (fl) - T - - ° TO +49.2 -614 3• 3» 4 1/2* 4 1/2'. 2 (BOTTOM) 7`--e OR LESS +52.8 -664 3• 3' 4' 4 2 (BOTTOM) 7''-4' OR LESS t6S.a ^72D 2 iJ2' 2 1A* 4" 5 1J2` 2 (BOTTOM) 7-8` OR LESS +SS,n -72.0 2 1j2" 2 1/2- N/A N/A 2 (BOTTOM) 7".-'6` TO: W-a» +SOLO -i2.0. N/A NjA 3` I ,... 2 BICTTp1A) Y-6' To S'^•B' i4,NMW A3N. 0E9R! MSc PAn LBA,IN tw4WN 6P,AAwn NNO F1EO3UNE 6r+t: t' fn) (SEE 1LCRDIK) 1O Z2AM CONRFAe 16dA- B-6` 2 314' IAITKAINE SH SHM 16 FOR AO]IDRH :TOE a SPA M FOR M IALLATIO S #M SNMD FRAME 8UILsm U MUM ANCHOR W CO" AND MINIMUM EEOOE 6mTAIV2 ARE 04"70 ON ,IRS S040AL. N'OR EST, LESS INAN 90001D ON SOHEOUX ROME ANCHOR SPACING m MULTIPLYING SPACING SHWIIN ON SCHEDULE NY 111E FOLWRNG FACTOR. FOR THIS OPOUTION TO BE POSSM AEOUCEO SPACING 08TARRD USMG FACTOR SHALL NOT IN LEA THAN WW" SPACING NUICAEO FOR EACH ANCHOR TYPE AF ANCHORS LEGIM Tim 1 4'4 1 4S 1 4Y 1 44 , 4»s - 1AIWI O U0 4" i31I 'NNNSam= PAnwR 1NLR-Fl : IRS NEiOR w'IORL Qnj s 3 3 J 2 ijT LfAIN»N' B41M (AeL 3 3 61/r 3 1/2 4 N1C8lt. EC IV= ---r -Y _ .�.' .. __- w • . +L i�t! •. i • MAPMW YMC AN ANOWFS SNC@ICI FOR FA. a 3 112" - As.O. OEM �- TAPm - Cr TAP-r.PR iNM-1W PAN FLWTE FEMN,6 10 PMVEYYAIE PLUS sow 5EY APPLICAl" TO SZCTK 15 414 k M:tiOMaN 4ANQ1:. PRESSURE PA704 (pxNJ TO CGNCRE,E TO C CONCRETE TO CONCRETE TO SLOC m CaMCPE?E TO m caNDFETE 10 1 TO CONCRETE TO a YO CONDS E m to .ANY OCANWAATION OF °0tc'M LENGM.'v m5 6" N/A N/A N/A 6' N/A 6' N/A 6' N/A N/A N/A T (TOP) 6' 4' N/A N/A 8' B' 6" 6' B' 8' N/A NIA 1 (6mom) 6' N/A N/A N/A 6` NIA 6` N/A 8' NIA N/A. N/A 2 (TOP). S" N/A N/A N/A 6' N/A 5" N/,A 5' N/A NIA : N/A 2 (BOTTOM) 55.5, -72.0 6". NJA N/A -... N/A: 6" N/A 6" N/A 6:» N/A N/A N/A ,3 !F. 4 (TOP) Y7`-5` TO W-8" OR LESS N/A N/A. 6' 8' 6" 6' 8' 6` N/A N/A 3 (BOTTOM) NJA N/A N/A 6' N/A S" N/A 6' N/A N/A N/A 7 (top) 6' E 4` N/A WA... 8' 6` 8' 6' 6" 8' N/A N/A 4 & 7 (BOTTOM) N/A N/A t2 1/2• 1 6 1/4' 12 1/2• 6 1/4` 6 1/4' 6 1/4• 6 1/4" 6 1/4` N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A N/A : 12 1/2- 6 1/4- 12 --/2- 6 1/4- 6 1/4" 6 1/4- 8 1/4' 6 1/4` NjA N/A 6 (TOP/BOTTOM) W-8` TO 11'-2' 55:0. -72,0 N/A N/A 6 1/4'- N/A 6 1/4" N/A 6 1/4' 6 1/4" 'S 1/4• 6 1/4" N/A N/A 8. (TOP/6OTTOM) 8'-B' TO 11'-2` N/A N/A N/A NIA N/A N/A NIA N/A 6 1/'4' 6 1/4` 6 1/4• 1 6 1/4' : $, S. 10 (TOP) 43.8. -68:0 B' 4' N/A N/A N/A N/A N/A N/A 8" 6' 6 1/4• 6 1/4' B (BDTIQM) 0R LESS 6" 4' N/A - N/A N/A N/A N/A N/A 8' 6` 6 1/4- 6 1/4• 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A H I/4' 6 1/4" 6 1/4' 6 1/4- 10 .(BOTTOM) SEE %WS to 11 AND 12 FOR AN#PoRS YYP€ a SPACING FOR W511N1A11OTLU INTO HOOD FRAME BIRIONN. MNNa7M ANCHOR SPACINGS AND IA "N"Im FSiOE DSTANCE ARE 09WATO ON THIS SCNEX E. FOR E.D. LESS IT" ND¢CITP.D ON SCIEMAE RDUCE ANCHOR VACMO 9r M11LTi ONG SPACDIO SNONN ON SOEDWtr 8r THE FOLUAR 0 FACTORS. FOR TANK OPERATION TO 13E POSSIBLE. REDUCE! SPACM MANED USING -ACmR SIWL NOT 1N U= THAN MNNAW SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. TMDON_. ff"DiP-8i8 `' G4K-NI "0-,W MWL MOOR. whams. U43 3 - 3 1 3 3 2,/2 s 3 3 ] 1/2 14PAMsN' LMnw•6v IWtl� N'I•) ] 3... 3 ,J2 - 3 ,/g 4 3 IA'2 AMIN. SIM 08BMEB3 FA•6 T 0 It 2 1I2• II�TALIA110N DMU FOR N.FL'S INTO EXISTING WOOD_ STRUCTURES ^ �Ii :. 14-/0 PANELYAIE PLUS#14-10 PA OVATE PLUS i _A,14-10 PANELMTE PLUS .,. I� $, E 1I4' O.C. W/ 1 T!8• ,._ !y ...,�_ } . 814p' 0.0 W/ 1 7/8' PENETRATION TqHDER E3RSTIN6 wOaDHEROES EAr nNC w HFJ LR°Nt0":p, q � S Til" i_... rAi* 1 f r • r • 17 - . L �,mO9C . f - 2' ; 2 4 Wg00 NEATER REOLWOORRE�R LRn. 1 1! I '. REOt1RRED Lj L Ism ` r 1. SEE SOEOUtE ON j Su Stl altax ON W wEmAr ON SHEET A t FORFK1 a SiP,WATWN f FOIE 6E1`APA,tOtA' g 46 :MASS. I TO CLAdS. ii !. -Y?3F _ Neu, PANEL LEN01H ((( NON. PANil LENGTH _- "- _ Li__.. M_' PANEL LEwn ,14•. SWE' a,3 r - (SEE NOU 1) t(41-x0%1• &Z. (SEE NOTE 1) T<4h-1921 S5. (SEE NOTE ,) N.S w/ r/6Y MS W17(NL 3 4N6 NlR ] ,BEN NUR --( i � 0 M 1 f�El£M INERM -) O kYFRY 01tT4AP ?_ I _ i sox P { OFd"l• j OF "Ll OF _ k 1 �lY r .� •• MMO Nul tIAiNEA r ]/e'+ 3/32' 91,A • Ea .4 O f2 1/Y' O.C. LNG M`li • a _ 1 fit/r 6.0 - 12 v_AG_a__,_) - y I D 1 i "I,2 'I. t 8'TN FiA0WE0 I.li I '' { "N4` 2'xt' Mg00 PLATE 'T. ,h14 PANELWVE PLUS 2•A4' WC=D PLATE +. I, 2 WOOD PLATE'• t REAWMED y ..-{- REOLJIRW ';: REQUIRES ` i PENEmmoN AT 7/8' l� '1. MVNVM OF PLATE TION: O t' . 1 ENEIRA l MR1 WIDTH of PLATE 1 4I EAG 6aNt1Rd a SFAGaETND w/ � NE•^ ^_ _IL.ti--- ` AT MTN OF PLATE nfbR• "AM Y�f�Lfl.�SGilE 3/CARE' - -._. SCALE 3/ea 1' SCALE 3/0-1- 1. INSTALLATIONS FOR ALTERNATIVES OW, Be k 1OW ONLY MUD FOR I4tiAMrA ,}1'ItIIIII BUILDINGS WI AtS.Q DESIGNGOADS UP TO +43.8, -48.0 p.d.l• AN(! y�. P:'(j�/�',�� 2. FOR NEW WOOD FRAME CONSTRUC110Na WOOD MEMBERS TO BE SOUTHERN @'; ........ EN �'." �� ''S "' PANE ND, 2• Yd/ SPECIFIC DENSITY 0F. 0.55 OR EQUAL :. FLORIDA BUILDING CODE HI h Valoc)I "Ur One iOna NETT FOR COMBiNATTON of SFcnONs; ND• p 20 GAGE GALVANIZED STEEL STORM PANEL ,1aA+I �., TOP O BOTTOM MOUNTINGS CAN BE % * :r __. _ _ E nf3e cOMBNED N ANY WAY To Burr ANY TE z { I tiBAL PROTECTION PRODUCTS U.C. FL -J } C 2MS. INSTALLATION, O'' RT9 •' :IL 4� Ew: 51 STROU (•,•. .... G,•-+f"-j�'L..> TESTRM i LMW CC6� AMC. #6 5bt14 4�LA NAv:a�`tln IZ0:1� swMaa A3Aw PfKNE(R51)NO Ew, zAtt: tFBAl2M-6ra7 20-i76' /j/- RN1-mI NI NA P9N sa:r r: aaara Aa +P+:r voene ,m 1#vAWdtO tp /I IINNI �A 4Mu44L-" N NAtI Imur �» PE aENEF tiY OF 24 INSTALLATION DETAILS FOjt OPTION j FOR LIFE 5AEEIY STORM PANE SYSTEM 1/4'Y LAG m4ET25 . D aF INTO EXISTING WOOD STRUCRES STRUCTURES � , ,r� � rA 10EXHSRC tFDoO faAODR SAITO II55 , �t ---- .--------- .. it c f ED �� 0 t < i t .,,L Moon HEAm- 9 REQUOM I Y,u .1i ln` D.c ALTERNATIVE 1 ALTERNATIVE 2 LNm tsEE•� i/4'Ax1^ YACNNf N SF'EEONNSo T • , DEL. 1114) o-e G I i 1 SM 14 r bLP/AUTIDR'1 I 4 To CALASH I EC I ) �,'li OR EQ I Eq' E'O i I, HOOD RATE Kojm WOOD r - `z-t� TE i}}II tNINN� - �i;LITERNATIVE 3ALTERNATIVE 4 L I�' �: W THKAM LOWTROM R N! ` rl� ,/4•1-X42' Sd, Ys, a 11• as OR w+3MAE FEMAE 10 Do ALTERNATE WOOD FRAlwi CONDITIONS CAC ANCHOR�(�C TIONS PA MMLTE PLLK a 5' O.0 7HNEADEa. PEATRAPOM TO FbSTAG YlOCO sGt.E- 3,AY 1' RATE NOTE : SMALLS TRACK NOT 'MIm FOR war, BUNTING INSTALLATION �a""'tP�TINt(�"" ALTERNATIVE iW��'c, Ns • ; 4jp BCAtE: sJN..1. ' . F +" T ' ' NO. FLORIDA BUILDING CODE I!T h fto01t Hurricane I*.$ = a2mG ¢tEtA; he 20 GAGE GALVANrAO STEEL STORM PANEL Br z ST dF •-�+F �' IWALLArONS ARE ONLY VALlO FCR BUILDINGS WISH A5.6. OL4CN LOANS W 4355, -720 09 um PANFl•6 LENGTH UP i'O B•-6'. TO •4••, s "% 9 '. FL R70 - = `� :o -% r 1L BAL PR01ECTiON PRODUCTS LLC. t o7/xA(tBm ,NE WOOF MEMBERS m SOURERPN 2 FOR NEw W000 FRAAKSpom O DENSITY or PINE No.:2, W/ SPEOEIL OftFs(Ir OF 0353 EOLML. ..... 4/ F ••,• - 'yi SSi A�•� s{�»4rf ECO1tic. ! EIwN+mnNa COMPANY 41100 E. 61 0t4 1AM:1E it -. -..... Ar/lllldlll L11fl1UA1 As. sN. Ylnor aYmo+S N. utK m- a FAIL ( RIOa_` fP/NMdA-7#db, FAIL iBdd)E.immr 2G-176 P,E mk/SIOMIUw'wTE 1vn. , TAPSj m . Emq ,rn-,i4+ CA-ODDBPi4 ::Fur WALr131 A An. P.6 +mNMr .nL fpn,. slNrvs Me f,O 1htA. A MMNc• NP: Mlf[f 16 M 26 a� a� c o .0 c co -0 •� (D W 0 CIO U O co -0 's= � .Q O C) O .� C/) -0 � E � N O L .� VJ E z z Lu J N `L' "_�• Q V = m C'V y 1.6 K L1 N N Fn Q CV 3 ar Y a3 u c •� p 4 3 cu 7; y C p EC T 0 C.1 cn _CD O Q U 0 LLJ = Q Z Z Q n ry # 6 YIF i4; ',Yid „:;tiTAR3'xr Yy •,* 14. (V. I F T'?Z{ „A1 T •,. �+:i,'ir/ '� 1r- s1'3` - _ C 11 t t:t ?A+,..'. ,gam .A- - r., k•.. v, -r �. : r �p g , .ro.1,. .. r,. E .r? ■B 4.y�9 I.L., wl.... .'�i. i 1 :X-,+ i'rc*-. �-.., .. �. _.. '��6;�.�SE�4 .4)'...��Sal��k.s..1.�.�w4�F.11s_., :.,'3. `E .,1 s�.y1,'.'T�........... D-.. , _� >1:s^.`=a.`(..+': Tea �..��a_�r.__��G---...�..4_s.,fbl�'1�L #i.._-- SHEET NO. SH 1.1, •____ ____r, _ _..._._.....__ _,.__. ,.:.�-.. ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 14 3' MAX. 3Aj17, 4A/t7i SA/1a 3B/t7, 4B/T7. 5lI/ta 3' . #Awf19, TAW/,9 t YwIYO Vji9, 78wJ,9 # WAf70 1' --* ---� I i I i I i i ! I �.._ t+•^AS-2ara}•�yr.��, } PANEL LENGTH ` „�¢ -{j Wwa Weirw,vvm A3i•..•...-1I- .._s{(} .1 . _.�__. l __ _.-,-..- ,,j d _ .�.. _3 I'SEE SCHEDULE t . � a � � A,y; �T• 1 7 B t i Y ' i 1 Qf -1 PAWIXFTMW CORIUM =rnvAAP- wee NR u 1st a ROa wae. -'•" 3: 34fl7, 4A/17. s►/la-JBf17, #9117. 96/ia 3. yAX; 1, MIN. %W/1R 1AW/19 A 9AW/2D INN/M MW/40 d IWWfp 1• NIN.1 ANCHORS (SEE SECTIONS ON SHEETS 17, IS. 19 at 20)----_-_ __ _ . __...-.-__.__-.: 9EI19N ,2 FQR LIFE SAFETY STQRM EA ELCD ELEVATION SCALE 3/1G.-I. f/•• LMX 9"P. SECTION A -A SCALE 3/16"•1" MAXIMUM A.S.D. DESIGN PRESSURE Mc., PANEL LENGTH i (I,,j MINIMUM SEPARATION PANEL RATING (P.s.f.) (SEE SECTIONS) TO GLASS CONDRWN +55,0, -72.0 $'-8" 2 3/4• UNBOLTED M1 4a / TAPCON p 8` AC. S a"m o.a*Q.O 1 `m A. 1APCLNi 4 TAPCOt/ B' O,C. t a'm TAPCON 6' , . 1 p OC• t. �__--�/, r MIN: iN '�--t'�/M1, , N. READER e` '-!2• MN. THREAOETO ;.:.' rW/r.. /2 AN tFBIEAQED , ' �' t -ii+IaEAnEo PEiNET1tATION AT ._ , Ar VI000 ... P A' WDCD PENETWARON j , ,._ ENETRARQN T W000 . , .. PE/NETRATI017 AT WW6 = HEADED 3 i HEICER HEADER ; FADER r r , 1 2' !2' i 1 � r t 2: + Y /t- ) I I 2`I '2't f � I V Min.. 4 T i i i I - i 8, ✓ i i CONi. t i I i Q ExNs18)G • 1bx EuX TD tAAn^S { I F7t6nNG t.WA o.. pffiN flRi ow saolaAE Y 'L` IMw G A'+S . (Li£ i;+eDwE' - + f NOTE I BELOW) Oq +nrE'7 ,N 1' Yax. (sElcito4tE Ow) 1N 1 1rD I l" pm. PANEL LENGTH lft. SFPAAAIDN I i PANEL LENGTH PANEL LENGTH f1 1:qk. �jEfi<AR1pN zlSTrNG #Ftt$!!� ' i . i : , J SEE N01F � i/t35 - taz I ((._..._._. BE1Gwi m.< _nt._.._.�. (SEE ROTE , R£Low) aM 'dWi1 iA} I \/!•-20yi O-uYeET TS) I/4Y-20x1.' T 3 1 R 4 32" TA A I HAND Nut r , WT NUT i r � ` fr " W. O,C. r 1 A M / /2 MI . 1NREARWO c s A --'' - PFiIMUNNROAT :MR,WIDtH Of INDITE"�-#' i i I I • �j I � �-( - J 17/4'"e-20x3j4'S.S Ms. W/ C1NtI. .� - _- /0 „1/4Y-20F3/4'Ss, us. w/ t II R/e`i 4 3/32 HANG NUT': ii I 7fam x 3/32' 1Atm L- - 1 i( /wABSYE�R a iz oC. L i i/B°sx]/3z' WmG Htrt WISHER a 12 1/2 D.C. , I S' NUT WAS/EA (BEWZNO) i WASHER (BEYOND) (' (, :• itL •m TAPCON A B' AC,4P IAPCON A B' QC 1 4't TAPCON a B' O.0 1�2 6p/1THe o1c.S1UDW 1 ) sru� LION A THi EtRA T La or"aIt. TrlEA0E0 w , 1 2MN. THaFAOEoI PLATEOF EMIa116TH #P AT MWWIOTH � '):RD PULE 4' WOOD A1ATE PLATE ..__ �_...�.,_..& PLATE' ,�3.l WALL etrl3eL WALL. RINSECLA LLAIIQi4 RLL�'IFA a ALTERNN�Z a EL i1xA__� - N st" 3/e<-T 8 1 S:Fa a i.,L AIfrI1NAyA SCALE 31r.1- SCALE 3fe-1" SDA:.E: aje'=r rxy1A 49 • EN, vt ta D ON( I, RE V V" FOR BUILDINGS WITH :AS.D,DES"bs '�•`r: �'. %'. FLORIDA. BUILDING CODE NI h Velocl 1NSTALWTOONS ANurrTcDn _ r ; UP m +35,s. 72.¢ PBF A9? PANEL'S LENGTH UP TO a e . .. F1O, � 1 � � amw rvma, aNa : 20 GAGE GALVANIZED STEEL STORM PANEL 2- FOR NEW WOW FRAME CONLSTRUCTIOW WOOD MEMBERS TO BE SOUTMAN -,,, M.S PIKE MD_ 2. W/ S0E01PIC DENSITY OF 0.55 OR EOLML �•. SSE I�VT ��: G4it8AL PROTECTION PRODUCTS. COMPONENTS _ (SCALE 1/2-1 t-` -is . 96 (TRIAL W'IDTHj--- .--- , tom^ 12.500` (EFTECRVE wA75N) I f ..�..------____'__' _-___ --y 2-250'-�I �J'J• +S 3S0"�. .--t-i50 .-- .•-:1 330 - h300• --{ r`,Iu I )r -TK 2244 Typ. !! �'. 1 -2857• � TICM N�NEQ-„x' 3.500' 5tEE1 '� 2.0)0' -2 p j TIP. _ AMU A-153 2.244' ,...1 EDGE INURE SIT MINIMUM MAIL i 0-BO ON V: A I. R L AIL A 4e9"--------------------------- R •d STORM PANEL - -2.470 . .. HEYf.IISED w • TRACK 3 1ZEYE= "L("P TRACK PNNE2'S 4G UP f'r I f86'r wf HLawEei Ems. •... '-��, ,.t�5q• H SO- � 9 MEIRIC VIEW DETAIL A z.Do6 '' 2 060, ROUNDED CORNER O ENDS OF PANEL'S END UP All HEMMED EDGE.I! (N.LS) 0 �2.Odo".----+ (TIP•) -;. , ....._...,_... _ .//_YI.a..,_,5•'q�;wL BNs�y� pp�1 {L�I,....pd..JJ.,ryy��:,,��.z w ANA3 xAI.: Idl 8. �kMQX-) -FSLUM . AW9 1 7{+P W9 p-- -i 6061 TS AIMm: ALLOY f1 i � 75IJ" � DSc• f*n-) Ae 1 N0.44167 = - FLORIDA BUILDING CODE (High Velocity HuFHOOne Zane 1- Moz, -�) -- spi ATE OF 4 camo mteeo Ne 20 GAGE GALVANIZED STEEL STORM PANEL MON 'e, =p�FAi OR ID ' �rew CLOW PROTECTION PRODUCTS t,T/E.TE, IL G V INf • LLC.: oAg 3wx3aMQjg T ALUM ANGLE Q ME! anx 'v,,sr NALrH /Wa S:N. b1 SIDE( P ,1 LONG 1I0{ :Mr. WA:Z9 p, ;i yNy°MIL •,TSIp FA't 69t1PP>!-e7ns 20-t76 6063 : T5 AIUM. ALLOY ( W-P o PxN m• mac rr . s1oeT ni_Nur rvs•N wevror ORNPN'4 tAx r •4e PJL.. SFAGIW9NATLA4:I01,iE r�swaBt'� a� r aa:a . •: SINET 22 Or PB I IffQ EXISTING POURED CUNCRE'I"I f iN REE BLQCK Si U U[,__RRRES _ILO' TAPCQN ANCHORS O 9. O.C. =jr TAPCON ANCHORS O 9' AC, r O 1 Y/4- TAPCQN ANCHORS r AC, }i_4" TAPOON ANCHORS j( t7E; �` flOSlTRED CQf'tORETE_ ;� P41AED CONCRETE; :� OR CDNCAEFED I 1 POl)RgI CONCRETE; OR CONCRETEc; tYwxA I ' �l f. i1//4•• Qas RFQIxRm i i 'TEAT BLOCK RE&Rt O _ 7 - E�,O, T fi 4 I&` swam I p � a� CRpt '� N¢ 1 AMQ ,M I W4T tN � 9Q* Iq j j - { i xm't tpl JJ _ €i l r t i tstfw i i y 70.1 I ue A 7 • r f t f 31V 3/32' WING NtYT. 0 12 f /2" O=C. [CROPS STUD) SEE fNrEEi 1R It A7"CW TYPE ! AnBHOR TKt. -- ,/4•. ;w,# LL T W FLAME FM PBTAUAANS ert0 WIND 1w. NtQFsl" vAaia t+.) 7 awp wemNa. EDGE D A mx E empr6 AND LMNAnNfN ab ARE THA W" T116 •mamsNeu aAom+M ai,} 3 SC FM u= SCHEMRf RED C0. NCH SP INOrIN ON MiAmyI REDUCE C I G Sm ON 9Tc, A! THE FoG SPACING ON sCRFI RJN,6+3 DYm•/. Nedi to 3 A1TRI6, 16a pOK AAD1011 By cm, BY THE FDLLO BE FACTORS, iWf M OPERATION 10 � IgSSpLE, IE01.tEC a.iN As A• 10a .• SPAM OBW40 MINI. fACW SHALL "07 BE LESS THAN MINA" 9PAC'PIC MtlMAOEo IN EACH ANCHOR TYPE 04 THIS SONEM UC 1 I I Z' Js � 1/a'I-24w,/4SS, MS, Wf T2 1 '-'7/8'•xT 1%IG N9if WAS f2D.C,. TAPCON ANCHORS 4 1/2' AC- 8' M S W/ NUTWASHER INUALLAI19N DETAILS FOR, OPTION INTO F¢R WEE SAFETY STRUCTURES STORM PANEL SYSTEM E [$BLOOD 771 } .-..--�PE/N1 5P. TWIiOgOEADD7D 'O'NMiNA.T C. •_`PW4'P TAPCON p BD.C. �1 /N20MN. ,NRFAO81 ( S TA2R HEADER t a AT WOOD '-� tiFApF,R. t Max N r ;z .L 1Ia k. -- 2• } t WORD _:= AR4i. - REDU NEAOER- REOUItED " 1 WOOD0 HEADER 4 - 4 1 R EMAAEO t RI . i t r {! a i o ( i To am I , ! r `L• MAN. 1 ON MASS ow 16) EX ( I � , EXISTING ,XY , C"AS$ I PANEL. LENGTH SEE NOTE T BEi.fA4 ( 7 i �__'t*."'®__ PANEL /WET II BALL / - sue•-. A SEE NOTE , S,S, M.S. w , xr 'm 7 3 32' / WINO NLNT I yj{p¢ l.« T I "LV I I k _ I r ,3/32' 2-x4' W000 ODE �' i i 1 REQUIRED ; # 'z7/8'm x 3/32' WINO NUl WASHER 0 e 1/4• D.C. WING 2"xAE0UNE0 PLATE I= '(•7WASHER p (♦EYaVQ) N!n WOOD 4 /14-10 PANELMATE PLUS ..,, �.r ]E! Its-1D MN. THREADED PFJLE7RATTMXv 'i I I ' is MIN. , 'iAGEO P /FI4ERN7IDN I i j' , j Al AIIXIIIDTII OFPLAT£ t I, :. AT NIOW7DTH OF PI:N1E.,,._7bg F # WALL UO 1U"Wift INS' 44 AW N AL 33 WAG" RAM ''`'r�"�i>q P ..ONE SCALE 3/B"-1"'"'++" GEN•'.'J� SCALE 3/8'-1" fLORN)A BUILDING CODE NE h YetbcNy Ilurrlecha Zone t 44187 DSO * ,- tionab 2D GAGE GALVANIZED STEEL STORM PANEL MAIN 1, INSTALLATIONS ARE ONLY VAUD FOR BLNUW40S WITH AS.0. DESIGN -WADS UP TO 455.5. -72.0 PSF AND PANEL`S LEWIN UP TO W-B". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS W BE SOIRNERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.65 OR EQUAL F �: Alf 'SO �; �� `, � ioe;R "' PROTECTION PRODUCTS'• U.C. i 9 L I Nt, Snw TEaNa e - -PANT MIMME`FL 1333 ,((' xP An [a� Y ffi Wee. aYimq w A1•r PiIONE t9a4ja®-Va45. FAX (93tp�R-GIFT Pei.- , m-"a., mi_tm1 2G-) 78 Nfit ... , DOA .e.• :mt ortwnw0 w4: TRIAL Sttd./2PNAT""1RIDAlC WyJEA�.I iRjpTF"y„ RE, y4 a j«/24' (BEE NOTE 2 KLw / 4 WI Ole w/af�a «,�yqA /14r1• SINS. 1'/ 24 4'/24 ' L"J LB.+ (sa wom 2 BMW)3' MmI. 2+/24 ► 1'/24 �P # 5 pEANT p2At"EL (SEE NOTE. 9 13Eu9rlj Fat taa16RCFE. ARrJ�,' SIT. Cowcg TE A NDIM TM] 3° Mtix. rN FKdI 1m J SCIMU� ON BNEET 2E, TRR w090 bDAEY,: 3' i' N"--y-- rYsc # 9E$ SF9:1NXas a"°`HiSY 24 IEEE SaKOiAE OR SHEEP ffi) 1,' 141,. ;bx i t' Mai° i y KW 00 OF i � 1• �" i -r-v- ?`T� NOT PANEL] f®"ilmOR PMRt.i i ta"TTLTiIDR. WMi iNTEl11D11 AAVB.) (ESIDrWIN t9F1'NaOR P4k1) I P j (IRWOR PANE1,) (END PAdEL.) "1 r �5€E NOTE E 3.4 eELOW SEE ATOP . 3. A BF7.CrY a � SEE NOTE 2, 4 @SLOW j I i I - I 7 t I k l 1 � t � �� 1 � �I ' 1 f i w � P4Tr,s i a 4 LED 141AELB w r r 40 X 'L .�lANELdiVTE tI}P.) j_3 „•, d SFd. NOTE 4 BF]LTgI, ,` gEE !SEE NOTE 3 , 3• FOR CDlS.YtE1E A Aft SEE t' 1RR �� BiiAE ON 25; rf W,1G0 SCPEYF.-•---�'. j EN ��t Sr7" i tr2" AT P CORN SEE 3ECTiG"S ON 371EET 28 NREMDR 3 .�OR©w/OA W/ LIST PATEL TO !# RiSTA3iPw AT FACN • PANEL UdT TO INSTALLED At (REDS OPAN H ALwAY3 = PAOVOED W/ OPORNG ALWAYS RI NROYA® Wf AFAR HM"aE 1t7 FAISUTATE PkSfALiAiWAI EUNGON FOR 02090 W"SFROM CNt _ N.40E1N1 OF StTKtCUR€AAilED FROM AFAR HANDLE 70 E INSTALLED E--Z HANG STORM I INTENDED M 8E NSTALIEO FROM SO scwts „ - Y - INSIDE OF SfRiICTURE 10" 31W -ANG r M . GP -I Nf4• Me . 4W r1/•• Miw, GAP 1/4• 0.- GAP--f I-- _ -B 3 QL� , (1), DEFINITION DF SERIES. IMO: E - Z HANG STORM PANEL. SYSTEM CONSISTING OF PANEL + f nL TRACKS AT TOP & PANELMATE PLUS OR 15' LONG (1), ;2UEI�gILQE SEBI13 an00;'E - 2 HANG STORM PANEL SY5 EM CONSISTING OF PANEL - C?}AT Elartem W/ PANT03MTES, Cool. iti4CKS 70P & (TOTTON. (2), END PANELS SHALL. ALWAYS BE CONNECTED TO Exl 321.E WALL RY MEANS OF (2). ,E(ND PANELS $MALL ALWAYS BE OCR NECTED TO B?TTOAt TRACK OTHERWISE A STOP BAR PANELMA1f5 DR YF USED �[NRY Wf 15" LQNO TRAGIC AT BOTTEI4, END PANELS (�BVj SMLL BE PROVIDED AT TOP 4F TUC}# PANEL^r. SHALL. BE UT CONNECTED ?0 C29 W/ 1 }.nS-2owi/;� W// 7 Ij3g7' WING Mtn OR 1/4",b-20x3 Mln. 'FH INTO TAPPED 1.(fXCEPT AS (.t).. IF,END PARE LS ARE CONNfCtfD TO 00T'ROB TWIcK. CDNNEttWN SHOD. CONSIST' OF DESCRIBED ON NOTE (3) FLOW) . t/4"A-2Ax3 4" M.S. w 7 PX3/32" WtNt7 0R 1/4"aA,S 4" Mtn. 'THUMBSCREW 3 FOR. CAM WHEN END PANELS ARE 1J5E .IOINRY W/ TST TONG fal At / {) Si INTO TAPPED BO OK•' f NT',NLTS MAY 8E AT EITHER Of 7W0 - 7 F END BU1 ENOOPANELS ARE NOT GCNNECTEB TD BDTFOI TRACK STOP AN .BOTTOM BAR EICTERNR FEAT TINNOES OF END PANEL PANEL, lX SFMtI BE PROVIDED AT TOP OF Still PANELS. (4�. IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRA84 (im. A STOP BAR (4)• FOR INSTALLATIONS WHEN END PANELS AND SOW INTERIOR PANELS ARE DIRECTLY 13 ONLY USED AT TOP} AT l[i15T TWIT PAA#i5 SHALT BE CONNECTED TO EDITION TRACK MOUNTED TO EXISTING SILL WALL MEANS 1JF PANELMATES, OCHE INTERIOR PANEL USING SPECS INDICITID DN NOTE (3) ABOVE. rN SUCH LASE. CONNECTION PANELS MAY BE USED J0/1ALY W/ TRACK AT BOTTOM ATiACHRM, 80T70M TRACK TO WALL 70 BOTTOM TRACK MAY OCCUR AT ALA' PANEL LDCATNONN. W/ TWO PANEIAIATES FOLLQWIANG SHOWN ON ELEVATION AND W lllyyy,,3 i 2" (5). SEE SECTION 1'. 3' 8 4' ON Si'�I 24 SEE ANCHOR SCHEDULE ON 54M 25, Nin, EDGE DISTANCE. FOR THIS CAS INtFJII{XC PANEL USEQ JOmLTLY W{iIl1Tf Fj NEED TO BE CONNECTEDEFT a 9DE of((IIRR]]iiEERSSSR1iitQ4WW�SSiitNWWWVR.....JJLLll__PANEL) WHEN NiUC THAT PA a i PANELS E LOT �aa f� FLORIDA BUILDING CODE h Yalaa . IFurFieaMa ;ona) £ No. 4 167 .• = aa70 TAA:= a7G 20 GALE GALVANIZED STEEL STORM PANELGROW dF t C# NAG. GLOBAL PROTECTION PtODUG. tLG<El IL 0C ' `'• '+..t,9,e,..•gTA 10 TtRITIM aw"E.R1sut4 .PAN AA. Me•, w. 2 -,76 44 Mai"W tAaa4.,4 m. aarW:: pb4Xee TADS, FAY. ias4}aa-Bar7 G ry Yt ss _ 1xa tamN11- , .3a4W m-Im1 I//rI} PRN"M"O Not P.'6- au/w. w. ww asAsaN A 4 INi4j1�g, #BU,JstpK,tiltMH,JW,TE A4N.xER A01WRI ' ,« - _.. 4 ,:-.1NaRT 2A aF.3a.. INSTALLATION DETAILS FQR QPTION?FUR LIFE R STORM PANEL S1�TE INTO EXISTING 299RED QQNCRETE OR CONCRETE BLOCK STRUCTURES __4*tAPCON ANCHORS _ia"4` TAPCON ANCHORS A 9 AC I, POURED CUNCRETE - POURED CONCRETE _ OR CONCRETE t1L0Clt. RED11jouCIN 1RETE ` 1 1/4• Y 14• Maw r \E.Q.• ��� �(ypJ WJaF i ee Win 101 all 1 2 1 g t cl� i I 1 I 1 i i EDs 1 i I , __:! Th10'0 PANELMATE PLUS W/ W._IB 0 NUT WINO WASHER CONCRETE BLO CONCRETE CK REQUIRED WALL MOUNni INSTALLATION SECTION 5A O RE4I,JLAISR PANEL SCALE 31B'.-1* 6 TYPE SEE arEEt /9 e ffi . ANCHORS now Tin 1/4•• _ _ per 1/[y SPACNG FOR ASTMUtIDNS INTO WD00 M. Now AAaw 00 3 3 FRAME MxnNO, WN "' AMCHN SPACINGS AND MAN" EDGE DISTANCE ARE 011"YLA ON TINS • wm aer.na aorx+•1r 9r.) 3 3 SCHEDULE FAR E.O. MS THAN INDICATED ON SCHEDULE REDUCE AFC SRACM6 BY NULTIPL"KI SPACING SHOWN ar SCHEDULE 3 ACRER FA OW BlVKQ "VIOR 9Y THE FOLLOWING FACTORS Eat THIS OPERATION TO BE Pt% REDUCED 1 r ------t y1 - SMNa4 SWI1'AI EO USING FACTOR"ALL AMBE LESSTHAN MINIMUMSPACINRNOiCAiEOFOR EM.NA+*M TYPE-L7N TIC SCHEDULE ,m 3I - ': E.Q • i I 1 auw t E o+ f 4 44-T05APAN4MATE PLUS *1 •'. r6 N®)3/32" MfNO NIIT WA9HCR _.,. - REED E . REQUIRED WALL MOUNTINf� IAA t ATION �€�N SB O tin SAF4`TY PANEL SC/SE 318'-1* CF19Q & ICIEST VALID E-7 HAMI c_'rnt'aM .. PANED_ ¢ts V 1, E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLMTION DOCUMENT (P.EO.} HAS BEEN VERIFIED FOR COMPLIANCE IN EA) MINIMUM EMBEDMENT OF TAPCON MINORS AND PANELMATE FEMALE 10 & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th ED") Or THE FLORIDA SUIWTNG CODE. BLOCK SHALL BE 1 1/4' DESIGN WIND. LLOAD$ SHALL BE DETERMINED AS PER SECTION 18200F' THE DROVE MET.TIOFNED CODE, 0.2) MINIMUM EMBEDMENT DF 1/4i" X 7/0' CALK -IN ANCHORS SHALL K rS 7/e- INTO CONCRETE - FOR IN T FOR WIND SPEED AS REQUIRED B'F HE JURISDICIIDN WHERE THESE SHUTTERS WILL E£ NSTALLEO AND NO EMBEDMENT MO ANY FINISH MATERIA.. SHALL BE PERMITTED. FOR A DIRECTIONA R Y FACTOR Kd-D.85. UIRND AWE 7-10 AR SwUA:i. NOT EXCEED THE IMUM (A.5:0.) 1/4' 9-20 SS SIDEWALK 90tTS USED SFNLt BE LONG V-POLI.TN(SHOULD ANY FINISH MATERRJ: 'EXIST). TO DESIGN PRESSURE RATINGS INDICATED ON SHE£TS 25 8E, R Rf k ENGAGE 3/ 4* s" NTQ ANCHORS.. IN ORDER TO VERIFY C TT - 'VERI THE Af10NE 4N011IDN. ULTIMATE DESIGN WINO LCtADS DETERMINED PER 7-T6 SHALE. BE FIRST REDUCED TO A.S.D. D 8Y '17P TN I WIND L(1AD8.., N ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS FOUND ON EXERTING COMPARE THESE DESIN RATINGS ICIKI O S ET TO C LSE 1Y/ MAX,MAJf f/I,S,D) oE516 PRESSURE RA. NGS INDICATED ON SHEETS 23 R 28. ANCHORS SHALL BE LONG:ENOUOM TO REACH THE MAIN STRUCTURE �HNNf3 Skli3N PANELS, ANCHORAGE TU SUCH ANCA SHUT BE AS. AORKNED IN B:1) AND IN 8,2), IN ORDER TO VERIFY WERE NOT OVER STRESSED, HA -A 331E INCREASE AND ANCHORS ON THIS p.ANA FOR WIND LEADS ANALYSIS, , FAST IN ALLOW STRESS f'ORWIN L W 1 ABLE R D DADS A5 USED IN THEIR ANALYSIS. FASTENERS SPACING TO - HAS NU wQDD BEEN DETERMINED IN N 1 . C ERM ACCORDANCE WITH .0 S Ztl 5. ANCHORS 8E INSTAL tF0 ( 5NRALC FOLLfTNTNG ALL 0f THE RECOMMENDATIONS_ -T AND SPECIFICATIONS 4F , 'S THE ANCHOR MANUFACTURER. PANEL'S F 1 5lORTA ANEL ADEOUALY FYN't IMPACT AND FATIGUE RESISTANCE (AS BEEN VERIFIED IN AC N 5 ACCORDANCE WITH SECTION T62 OF It R THE ABOVE MENTIONED CODE +l5 R N T INC.HALL BE 7H£ RESPONSIBILITY FENESTRATION TESTING LABORATORY, NC. REPORT / 2032, AS PROTOCOLS TAS-2O i, RESPi3NSIBRIT'F OF NINE CONTRACTOR 70 VERIFY THE SOUNDNESS OFA TyC STRUCTURE WHERE SHUTTER LS ATT TAS-202 AND TAS-203• TO BE MidED TO iNSUFFE PROPER JUIC. .. THIS Y NORPDE. SHUTTER StUN.l ONLY ATTACH 10 O � ATTACHED CONCRETE, FLOCK 2 THIS SYSTEM HAS BEEN DESIGNER 7$ BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 'nE OPENING FROM THE OR WOOD FRAME BUILURICS. INSIDE W/O THE USE OF A LADDER OR LIFT, THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED to BE PERFORMED 12, THE INSTALLATION CONTRACTOR 1S TO SEAL/CAULK ALL SHUTTER COMPONENT EOGES W?" REMAIN IN CONTINUOUS SH FROM E INSIDE OF STRUCTURE- CONTACT WITH THE BLPLDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH 3, SERIES }D00 R6TALIATIOP" IS APPLICABLE TO TANGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION $ 1EQUI{ED f0 BE PERFORMED FROM THE INSIDE OF STRUCTURE, 13- STORM PANEL RSTALAMON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDINC AND ZONING. 4. SERIES 2000 INSTAL,LATWN IS APPLICABLE 1U SINGLE AND DOUBLE HUNG AND HORIZONTAL SLtDxJiS STYLE W1NQ4WS WHEN REGULATIONS PROVIDED BYY THE VLAR51)iCTIOW WHERE PERMIT t5 APPLIED T0. INSTALLATION 6 REQUtREQ TD BE P£RFL,RNIED FROM NNE INSIDE OF STRUCTURE. 14. A77RUM WINDOWS AND DOORS, ITC. E - 2 HANG STORM PANEL SYSTEM' IS PATENT PENNING, 5, ALL ALUMINUM -T Y 15 AL NU EXTR SIGNS TO BE & 3 B ALLOY MP (UNLESS N �, a THIS V O8 -MID TEMPER, TES OTHERWISE .OLEO (. PRDpLiGT EVAI.W71pN ODCUMENT P:E.D. PREPARED BY THIS ENGINEER ( ) ) ENGINEER IS GENERIC AND � N P ER DOES NOT RDwnI: INFORMATION FOR A IT SPECIFIC SITE 5PE F!C PR ECT•' I. , WHERE 7N1 a WHER E SITE CONDITIONS DfYN!"TE FROM THE P.E,D- 8. ALL ALUMINUM SHEET MEDAL USED AT CL4SSIRFS SHALL HAVE 3505-H14 ALLOY. a CONTRACTOR TO RESPONSIBLE fOR ll P () LE THE AND LIFEM SAFETY OF , DOES5'N. FROM HE COINS 7. lNJ. STfEi. SHEET METAL PANELS SHELL TMyE STRUCTURAL QUALITY STEEL• ASTM A-653 GRADE 50 MiP„ ':A-VANYiED STEEL THIS PRODUCT (EASED 6N YVg3 PE,O. PROVIDED NE/SITE DOES NOT DEYM7i FTK}M. THE CQNDITtON9 QETAdLEO ON IDED HS DEVIATE DESIGNATION W' - SILS NiYY THIS AFTER ROLLED). 5 DOCUMENT'- CONSTRUCTION SAFETY AT - nE t5 /1Y ( 5 THE COMi'RAL"TGR'S ) RESPD UTY. t, t B. ALL SCR O BE STAINLESS 4 t6 c SCREWS NLEf.S STEEL 30 DR } A5. SERIES OR FARRD57 RESISTANT COATED N P N THIS PRODUCT fVAWA'R1LNY DOCUMENT W1 I ON CRITIC STEEL AS PER DI t WILL 9i 1MVAU0 IF FIED, ) CONSIDERED MODI 50018 W ltsi R ENI N 9 i 5 I-FLORIDA. Q YIELD STR GT ANTI 0 � ENS CE SRiEPIGI'H k SHALL COMPLY W FLOP BUILDING 24 S.:3.4 / r L LACE SECTION 1 3 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGo151ER1iD ENGINEER OR .ARCHITECT WHICH WILL. B, BOLTS TO BE ASTM A-3(17 GAL 2 I ECOME Tt VAR ED STT'E3., DR At5 304 SERIES STAINLESS STEEL. WITH 36 k" N MINIMUM B II1pN131N OF R 0 R t UM YIELD STRENGTH ECORO (E R.) F TH£ PROJECT AND WHO WILL RESPONSIBLE FOR THE PROPER USf GF• TH'c P_E,O. ENOINfER tlF' RECCORD. ACTING AS A DELEGATED ENGINEER To THE Pl_o. ENGINEER, SIiM1 10. ANCHORS 10 WALL SHAU. BE AS FOLLOWS' SUBMIT TO THIS tArCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TO EXWIN a POURED rC,••;L•R • (a) TH S P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 'THE PROFESSIONAL ENGINEER OF - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUILDEX. INC. (MIN. r.-3192 P.wij RECORD THAT PREPARED IT 1/4` 0 K 7/3• CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'a-3000 P•£I-) tB. STORM PANEL fAANUFACTL9TER'S LABEL SHALL BE LOCATED ON A READILY VL9�E LOG110N AT STORM PANEL IN - a14-10 PANELMATE FEMALE fD h PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONt5TRUf:nDN PRODUCTS. 10- Fa- ( WITH SECTION 17095,3 OF FLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPENING. 33SQ ) p .A.N. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA tRl10.pNG CODE A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATE FEMALE ID & PANELMATE PLUS, A2) MINIMUM EMBETIMEIIT OF 1/4'0 X 7/8' CALK -.IN ANCHORS SHALL BE IS 7/5' INTO CONCRETE, NO EMBEDMENT INTO ANY KNISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 SS SIDEWALK BOLTS USED SNAIL BE LONG ENOUGH(SHOULD ANY FINSH MATERIAL. EXIST) TO ENGAGE 3/1" -•� krrif" k INTO ANCHORS; '00 a A T NT 01W.. WR A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE OUSTING WALL OR . CHOP E LONGENOUGHTO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �`:�e'• �,iGENS�e. ••; 9y FL � MNi IN AA) D N '� No. 441$7 (B) TCI_;K2t15�TlHfs..t'L7NORETf'Tit ' L WA I;. z `xTY; OEM, INC. - FLORIDA BUILDING LADE NI h Yalood Nu can* zonr - 11/ a 7/ ANCHORS A5 GS `.. X HORS, MAN FA TURF Ely � `.' Tuan M. . - 1/A' P X 7/B" CALK-iN ANCHORS, AS i"4W+iFAGT1IRED AY DEWALT INC. (N Pr,.tS00 P,S.ir) ": Q'+,°. FL : i4F0;° 20 GAGE GALYAt02ED STEEL 'STORM PANEL F.P. - jt4-1P PANELMATE FEMALE 0 AND NXEUMATE PLUS ANCHORS, AS MNUPACTURED BY ELCO WRISTRUGTK1fi .�.��`O .p 'a' LRAM" er, -�^'�•++C PRODUCTS(/'in Wl P.s.i,)... :. s. r IL C Ci GLOBAL PROTECTION PROMIOTSF INC.TIt-P �%•'` Ti ENO: 4NWa s.Nl. 5T s1RF.Et / 19A�xMCOMPANY A 20-176 L 1Wewa Anose w N+u N"aaL (" 7565, FIX,"(954pN�T9T r=•:x . PaN aH-1MF NMLAi"a Ma w ee,se•. Pi S14N@ARffL/VATE U-0110871a Msrs M- ab.♦ ae BMLTER A TIME Jr., P.E. Eli: 44 eT ACTT 21 W 20 I` PANEL (1) INM POURED CONCRETE OR CQNQ�� 4�.n. _""� .e yryr Lys ox M+rXS a1 Eaa v aPasmaosatE ^� 5 Tc �c leouE a atci ze7 � _-)ae.e �� { 4 4N:e: r "'•- 4• Ma. �Wxc-w" i rY♦ac. �• �� , e_1+e}S1 , AEta+fl � d is E 1/4 i-tdS/•` 1 0EE iw*ews wait, t ImIF a i La�lFeFp� RiP.1 1 R pl 1• 5 I " � I 1 (� Lx1AIL 1 s I 5 t L 1r r.x. PAP r N 1 a ai W72e ; Z. T caw aatT snj ;- i 1f4'.'s-lae3 4' A SEE 3i?Ea"XE p i SEE x"E9ucE ; {� Mtl :49&T RS ; ,/•wm..+f4. Tjy:'� 1 M.+`4• I To mA55. 7f(aa':• I to C+•e.e I al '.ATE* w� oM $i2T a8 FOR Nrr, t if4Y-R9ri/1`4N. SF ;fna5Glyayw / N TO GAWL " W:MN 9 AT E1fla tricmAa `(` !'K_ RV ov" 1 ; # C+ERIAP I TO al5s. I I.. €g ' i -M ; ^Y T-' $QN&�1 rBl 1.. �if 1 i Iail � wiA•iva'e,S S r ae"1° I '.�^._�......e.-.•-���----�1��^�'-- j 1 11 W ! ^.x � A' i, RICK I+ .�_.,... Rouna,Imclum Wax " � 1 3 aunt f. __.... 4-S P /!�{ Mia �.._....: YS:. {pR¢ tw .l" , I '.. t A33f : •4a14 Alf &eET�ffi' ''A� ' .., "Ai4 to i%4 Ali' I d` :^ Tt&Nr . P PaNrO _ X M"EAE4E� , •, -0--^ ,«�" , rem i ,e�. :. ' 114$-]gW1/4• WS dA40GIE `' Wf:7JA'4.4 WP MypA .. �. fa' K"AA�a MhTE 1 t "F' AliuAnA1 '' LfF 4• A an 3@' f7 / � -.' NUf:_..i '.Rd" Ita 9R 9J3 f- �4M-IGy3f4' • IAAT50tMA.,. ANWrJAa ✓.+ N1Ai a �aaLAE ' f' r" G9NpRTE ItRYItlq � . aaa aF � "t MLL C4 fUA- RPI Wdi4 2S) kBFE 1 •tt aw wq1.,.... SWa7' !.. -' WALL. AND GLUE MOUNTING, INST ` .. a WALL MOUNTING INS 2 SECS - ® aQQR TO GEILINil IIOjNc 1N57_ BUILD-Oi,ILOUNTING INST. SCALE 3/B-1.' - 2jSIN3f4' x m !} g Li s¢ sPfnelONT,a�s rsmmns t1M �� T1�M 6w S£C'FitSN SCALE 3/e-1• A`"RAETl 3' 5EC7FON yO4f 3J8-1' taFArm,iam WGYAUDN AA7rPE ra1PnMurw"TM ONFNYt T3 O � �•-:. � YDIE Pdl f�IATtlN DF 8Cid5: - NG. 491 B� = O TOP a ammM "wags (AN St - FLORIDA BUILDING CODE NI h Velocity Hurricane Zone © 1 AtiY Wa TO SPAN xJY = ,9 : STATE OF '; . ,9�:, ! Ewa ntlEca. K 20 GAGE GMILYAN= FP. STEEL STORM PANEL D41xw DETAIL 1 SCALE- 1/r . 1• VIEYL..X tD. - � Derultt. V) r,__ GLOBAL PROTECTi{Ni PRODUCTS, LLC. °'/DF, >•'. M. '.IL �GdINC. /�jjA, Wi �° t AaP aA wm.:61: gy, R. Nei LPN WNFM S0. a,�wM PHgTiE )W^. w sow MMSE, 7 � FN6H "akaT 2G-1 %6 &4?r €BB4�p8 ,(� P.0 SA1,/9GtUn"NJAVE. HAh , 1Arn 47"•^"m4 . M t R1eN pr-1m" -o wn•.w iNL9Ua00gp7tdY.. PL + 1#Y m- OExta A, :bra DIA"a Na:. -.:A -: - .. 24 _: - -R.nr as u 2e ^�^`A ^W W -co O W^, 1� U O L 0-O O .� m V -0 10U) n O O O � O W V O O L�-, LL "_ O a . co O t�All I® CV c CV +:• 'CI RAY S C'w P-y ® f0 V N a LA- � Q- M QP N FO w � Z fAi igc o 3 Aa NSP i7 V N N 5R C 4'ID W (D (cl-) U)) v I CIO C/) 0- U V /^ , cn LU = Q z Z Q J SHEET NO. SH 1.2 ,Les-_F^.T n,...,I ,..:..,, •.i..1r_�iti,3 . . �<,�A ., Z,�. _T,PTI�S.�� ., 1.:a ':;.. i '� �. _I' L �''1�gF,s v;.r,. F���:5ro; +1i0 �t�- - _40 (1) Q) r- U) -Cu (1) E � 0 > = 0 1 L_ L_ _0 a) 0- = 0 __ INSTALLATIQtj DETAILS EQR SERIES 20 & 100 ___ (1) 0 L_ 9 it LFAMIAL GENERAL NOTES a Cu -0 0- . INTO EXISIM 000 STRUCTURES I A 9-2 bm (0 tQ I S4wL(_jS___A4A_jftu� (D 11 0) 75 _�� u) -4--i MAXIMUM A,S.Q. RLV,U PRESSURE WING (u.s.f.) MW 147 1 I STORM PANEL SHOWN ON THIS PRODUCT L)IIALUADON DOCUMENT (P F O) HAS BEEN VERIFIED FOR COMPLAIN' CE IN ACCORDANCE - I -"o TAPCON "MORS, AS MANUFACTURED BY IJ.W. BUILDEX, INC . 1 1/4"It LAG SCREWS 0 V 0,C. W/ . � W1114 THE 2CZO (7th EDITION) Or THE FLORIDA BUILDING CODE. THIS STORM PANEL SMALL NOT BE INSTALLED AT HIGH - 0/14-10 PANELMATE POOLE W AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION ,PRODUCTS. I � - NIM THWADW PrImm"ON 11 � ; t C = CZ -m -- I I I", I ; 1 1/2 - - =1 21W 10:00, VELOCITY HURRICANE ZONES (MINIA-DADE / BROWARD COUNTIES). - 1/4-0 LAG SCREWS PER N.OS� W I - - I - ', . 4 REQVM ;/4'0 LAG SCRENS 0 or O.C� W1 DESIGN WIND LOADS SHAUL BE DETM94M AS PER MOTOR 409 OF THE ABOVE MENTIONED COI POR A BASIC VITRO - 7/ill"# . 51W WOOD BUSHING, AS D=WED BY ALL POINT SCREW, SOLT & SPECIALTY GO, , , i/�-. LAG SCREWS 0 5' .I- ./ I - I -To DUSTING wOoO MEN". , i",�"` i 4 , OR T/V W� ThREADED POIETAKTON REQUIRED By THE AMISO)OVION WINERE STORM PANEL WILL BE INSTnU , AND FOR A 0 FACTOR, (3) -0 0 , CORRMPONDLWQ MAIMM PANFL LERM -L- SQM= MAXIMUM A.&D. DESIGN EUMM RM9 (p.m.f.) AND CORESMWNG kWIMUM &JCHO I - � , I R .� j FIAT Mm . SPEED AS .ED IRECTIONALM -0 -0 FOR SERIES IONZ2000 E __,� 11 -10 DMI WOW IMAGER, , SAL%. , x - To Emmm WOOD HEADER, -7 HANG STORM PANEL (1) SYSTEM -1 i� 11 \ j �� 1� I ) "--oc-L. f7w �� \ I/ A KO-0.85, USING ASCE 7-16 AND SHALL NO CXCMV TOE MAXIMUM (AS-0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION WIQ WOOD OF TAPCON ANCHORS SMALL BE 1 I/V AND r FOR ELCO PANEIMATE PLUS 1 1-1 I � " C 0 -2 _= (3) 2AI SPACING SCHEDULE FOR MULUMtO INTO CONCRETE k CONCRETE a= A 1, � f _. � . - 0 1��__ 3. 9 THRU 12 III 17, 10. AND PANELMALE FEMALE IT) L_ NAUD ONLY FOR PANEL 2W-ALLATQH5 AS PER SELTIONS V THRU 4' SHEET - i 1� ) ---@C-L J140* SMS. . r � -11 -, NO THIN 0 C:) tVALJD ONLY EM PANEL 99W.MhnQN5 AS PER SECTIONS I' THRU 4' SIM Z41 I I I . - 11 , � Z WHO IN ORDER TO vERLRY THE ABOVE CONDITION, ULTIMATE DESIGN WING LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST 11 - -1 -11 - /'I smolks h - - 0 � _� " A I ��m M REDUCED To A.S.M DESIGN PRESSURE RATING IF, MULTIPLMNG THEM BY 0-6 IN ORDER TO COMPARE INESE W/ MAX, (A,S.D) C-2) MINIMUM THREADED PENEMAIFICH OF LAO SCREW. INTO THE WOOD FRAME UNIT No" BE 1 1/2 E40M - C= 0 3: MAXIMUM ASR. - . I � 4, " 1, � C-IL #"I' SA& RAT114CS INDICATED ON SHEET% 3. 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SR41,t BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, = JIM SEPARATION L TO momm met"m mcm volt E. a. - 3 t/2. - APPLICABLE TO , I � , /-'-2W/-' UK= __114*. LAC SCREAD 9 5* a.C- W11 � I � ! I 'Ek END OF IN ORDER TO VERIFY THAT ANCHORS ON THIS PE D, AS TESTED WERE NOT OVER STRESSED, A MS INCREASE IN ALLOWABLE 0 LL - P94EL 6 AffVGN i� _� I I I 1/2' lw�. MINN= PINEIRAIWIN O"w"'IrMIr TO GLASS CONDITION APIM URE upeoft CNY-M PANCLuATE FEMALE 10 I __ PLUS sEctim I & MAXIMUM PANEL -, %� �,Iil = Drift 1/2- k f 11 I 0 T I HEAD MS. W/, =�/37_ COSTWG POOD .6k". -� )j = 0 STRESS FOR VAND LOADS WAS FM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS 13EEN DETERMINED IN r.3) MINIMUM EDME DISTAbrE OF LAG SCREWS. INTO WOOD SHALL BE AS INONIATED IN THIS [)PAWING r__ 0 '?,, I I - ACCOIIOANCE WITH N.D.S. 2018- C13 0 4- ,,_ M I v 2!� 3, RATING �; MOM To COMCRETE 10 CONCRETE TO CGRCWpE To CONCRETE " r1m,"'ATOR Lolm v (I,) / � / __.IA ?!1_ . , '8 ITYPI, I I E DETAIL I . & STORM PANEL'S ADEQUACY FOR IMPACT AND WHO AIESISTAISIM HAS SEEN VOKIM IN ACCORDANCE WITH SECTION 16mi 2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SK44L BE 5/6-� 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM .68.0. -7" 70' OR LESS 2 o/Ir BOLIED . �2 . I .w. BLOOK Ito -1- MOM T , I %%j U > I 'w a 3,* (F..L) -,z.- 2.'- 1 ml, I/Tv AI,_. POP AFAI 4 C-, 014.1* &Ac* I 11 _ THE AWYE UM014ED CODE AS PER AMERICAN TEST L48 OF SOUTH FLORIDA REFORM 10014.01-01 AND #0219,02-409, AS -CO EXIST. AND I' MINIMUM FOR WALLS WIN NO STUCCO. - - . uu..-�; I 0 MARRON OF � 1, 2 I SHOULD STUC 12* MIA 12' N/A 12' N/A 1 12' N/A 1 - & 2- (TOP) I 0 9 Fk I 0 PER SSM 12-" At ASFM C 330-02 $TANDARDS� AND AMERICAN TESTING VS SOUTH FLORIDA REPORT 11123DI-70 AS PER . U) -0 L_ a) 0 - .01510-75.3 70' OR LM 2 ?/S- 9CLTEO - e & Vw - - I- ___ I I lawbul - TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE IN MOTION 1604 OF THE 05) IN CASE THAT PRECAST SIONE, OR PRECAST CONCRETE PANELS STUCCO OR WOW BOARDS BE FOUND ON IKE EXIVINO .* '. '. s (D C-te" WALL, ANCHORS SI+QL1 BE LOW ENOUGH To REACH THE MAIN ��RE BEHIND SUCH PANMS� U) (D I III 3 I(r 31 - A = ;= - - I FLOR104 BUILDING CODE _40 - W5"A(r46V=/AjAA AS, & WWONUT AT OVERLAP & Poo OF PAM LENGTH - E___ SERIES 2000 4 "I , (41E OVK IV24 A, ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) & 1D.4) CL AMEL � 3. ,I. 1. � s I. (BOTTOM) AFra - ____�_Ij -_ 2!�!!_99�� I ALL ALUMINUM EXTRUSIONS TO BE SMII-IS ALLOY AM TEMPS (UNLESS OTHERWISE NOTED). SEE SHEIT 2 Cu Lu 12* 12- 31 _ ___�� 001400+. I I - *MO HEADER REQUIRED Z, (0) ANCHORS %QU BE INSTALLED FOLLOWING ALL Of THE REWMMENWTONS AND SPECIFICATIONS OF THE ANCHOR'S MANUrACTUREIL _E Cn 1p 40 a - N/A 44,.mrl 1 1 ALL ALUMINUM SkM METAL USED AT CLOSURES SHALL HA%1 3105-1114 ALLOY = N/A N/A N/A N/A N/A 12 I /V' 2' Comm) - 2, lope "I Y4*0-2w/4, V W, So" y - a PANELS MAY ALSO BE wsTAU.w HantroNTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON MGmN 1 TwNQUOm a (SHEETS 4 - . W I . SEPARNOOK " , I � -0 - U) < +68.0, -76.3 - - - - 70' OR LESS ' AL "I e I 01ROUGH %� EXCEPT THAT HCWASQ &O SHALL NOT RE USED. I N/A , 4 N/A * Ilr N/A J. (TOP) 2 - TO CLASS Xw/u - 4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRIJI�TAIRAL QUALITY SIOL ASIA; 4-653 GRADE 80 MINIMUM. G-60 WAANUfEO I ". ,/,. - 4,2*t_".y.1 '. ; 9-V�Y,`- a IV cc 1 2 7/6' mm 9� IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCII WHERE SHUTTER IS TO BE . I "/^ I I To GUNS& YANG thif 0 , EVER, OVERLAP STEEL DESIGNATION W/FY� 921 km (An" PKILLED). 12- 1 MIA I 12- N/A I 9 1/2- N/A 9 1/2- N/A 3, Isamu) EVERY v SEPARANGI- � AT HED 10 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO COWft'rE. BLOCK OR WOW FRAME . - - . 11 11-1 I I/4-.-"I,II/`4- - TO CIAS.- 5. ALL SCREWS To BE STAINLESS SIM 304 OR 3t6 PjS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER VN BOTAC ML SCREW 4(4-0�24IW4' ILDINGS. 12, MIA 1 12' N/A 1 12- 1 N/A 1 12, I 14A 1 4- (TOP) i - L, ,__.. -.1 � 211/16,4. V SCREW V 9 SOCIS W1 50 k.i YVELI� STRENGTH AND 00 k. TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION t � - - " I - I - i = �= -_ - SEPARATION X, ju; I Y " 1 241 44.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. z 4. $, 5 AND ALTIANKMIES VVY. 3w & 4W ON 12* 1 1. I t2' 9 112' IT* 1 12- 1 IT- 1 4' (BOTTOM) ___7 TO CIA%. EVERY OVIALAP SHEETS 4. S. 6 A, 7 RESPECTIVELY; SAALL, KAYE A LEGIBLE AND READILY VISIBLE MARK= INSTRUCTING OWNER OR TEMANT TO , 1 12- 1 1 0 " t:1 - EVERY OVERLAP 'A & BOLTS TO BE A5TM A-301 GALVANIZED STEEL OR Art 304 SERIES STAINLESS STUL� WITH 36 W MINIMUM YIELD 5VRVIGTH� SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING � I . � i i -. # * UAPIED TO SCO p..f. AS.D. OEM PRESSURE RATING. t I __J1_ LIE , ;f - t ___ I F1 g T ANC44ORS TO WALL SMALL HE AS FOULOW'-, 11. THE INSTALLATION CONTRACTOR IS TO MAIL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT "IN - - I I I I . THE BUILDING TO PREVENT WTNQ/RAJN NMUSFON I - �� . 11 I- 0%) 12_p30m9_i!zxuLC2Ip= A SIM SHEET 26 FOR MICHORS TYPE & SPIC* FOR INSTALLATIONS RIO WOOD + REQUIRES At.. DISTANCE DOW" BOTTOM OF PANEL ! T " �, -", -1 i � 13 ;:f I' 2 vuT p .9 - i/4-0 TAPCON ANCHOMI ,AS MANUFACTURED BY LTW' SOLDEX. INC. (Min, I'3192 p-) 12 STORM PANEL INSTALLATION SHALL COMPLY WON SPECS INDICATED IN THIS DRAWING PLUS ANY W-LtWW AND ZONNG REGUWPDNS t FRAME 91.111.014 �, -/21 -JI1r ; 0 , * I I - 1/0 0 . 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC PROVIDED BY THE JURISDICTION WHM POW IS APPLIED TO. MINIMUM ANCHOR SPAONOS AND MMUM EWE DIFIANDE ARE VOWED ON THE AND 0 to BE, J 11 I - I " -I Max. I I � 9 3 C-1 - ii/4"# . 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO 40 FROM INFORMA ON SMIEDUM FOR ED- LEW THAN MUM ON SO4MU REDUCE ANCHOR SPACING - - 1,1 I Q-1 T 1 miri. r-3000 P...L) BY MULTIPLYING SPACING GROWN ON SCREDULP BY THE IWAXWMI FACTORS. FOR I . . 13 (a) THIS PRODUCT EENOLATION DOCUMENT jP.EDj PREPARED BY THIS ENGINEER IS GENERIC A DOES NOT E T THIS OPVWMN To BE POIRIUM REDUCED SPACING CWA44ED USM FACTOR SH41 �!! -11 � I J , j - J14-10 PANELMATE FEMALE 10 & PANEIMATE PLUS ANCHORS. AS MANUFACTIURED BY ELCIO CONSTRUICTION PRODUCTS. FOR A WE SPECIFIC PROJECT; ,c WHERE THE WE CONDITIONS DEMATE FROM THE P.EQ NOT BE LESS TION MINN" SPAONO INDICATED MR EACH NICHOR TIM AT ___:r� J R i io I I - I - 1/4-0 ZAIAAC NAILIN ANCHORS. AS MANUFACTURED By DEWALL WC, (t,) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATICN INCII)ONG LIFE SAFETY OF THIS PRODUCT I - -1- 8F t_1 11 I I "" I ANC� Usma 2 - l I Slilz 41� MINIMUM EMBEDMENT OF JAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR OM PANIUMATE AND BASED ON THIS P�E.O, PRO%4DED Of/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, /4'. 1 4*. ++ ROOM M.. DISTANCE pawaN BwTo I . 1 1'�4'1 -ANELMATE FT M CONSTRUCTION SAFETY AT 54M IS 114E CONTALACTOR'S RESPONSIBILITY ___I_ �� C"A01 0 - - , -1 "'$ 1. __ 1 3/4- FOR ZAMAC NAUN ANCHORS, 11 4 Of PAW �' 1_1 2 ,/, Now TIPIE 7 ��', � , - I~ 19�14 I AND (2) To BE, 3/W . ��101 - __ a J ar_ � ;(4'W3n.- ", __ ) (c) THIS PROD= EVALUATION DOCUMENT WILL BE OONSIOEM INVALID IF Woc�FIFEI 11 MWE IA BODO? - j%M11_11M�T-_,I.p+w/1�`-- ____A �1 ,� � mm" wtoom (I,) I A 1 2 1 � �, I , I ;I OUT OR I14-#-XNTf4' A,2) CALK -IN & SCUD -SET ANCHORS SMALL RE VARIEDOM 1/8" INTO THE POURED CONCWW_ 00 EMBEDMENT INTO - � , - P;w - �1 � , ,�,IA.l W��0.11�.11&*,& . �_Zj,2L1,;4;,.CUVNP STUCCO SK14), BE PERMITTETE, I11V 0-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOU;Lq STUCCO Exr.T. (d) SITE SPECIFIC PROJECTS SPALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE 4 3 3 3 " g.';- -J/ - wet=lw DVCCO, AND MkY BE HEADED SCREWS OR ALL RE ED , M W/O HEAD. ENGINEER OF RECORD (E-G.R FOR ME PROJECT AND WHO WILL JOE RESPONSIBLE FOR 114E I It 41 '"= , 1-11 OR 04 WOE _:: - - .. AND I' WHIMU MR WALL$ WITH so � TH -I'D SCR I, I 1p hom VA A 3 V/2 - 3,/2 4 - - ,�- . =.-n- - I �, w4mv MOM I* Moon, g�.-CIW/41 ms, w/ 7,,51#z/32, SUrf WON WING NUTS P QFIER USE OF THE PZQ &DINEEN OF RECORD� ACTING AS A DELEGATED E"NEER TO'THC fum g')"L. . _33 - I - I - ,� .G,,,(. Iftwum,113 7 _� 11,4k1.10 I 1��j., ' L:7,�'..- LAO GcOr. 0 AZ) IN CASE THAT PRECAST STONE� PRECAST CONCRETE PANELS, PAVER$. STUCCO OR WOW BOARDS BE FOUND ON THE P`F.D ENGINEER, SMALL SUBMITIO THIS LATTER THE SITE SPECIFIC OPAWNGS FOR REMOY. r I .!�� 0, X.w 11 , - I � I 'd pro,ga, !�� EXISTING WALL OR FLOOR, ANCHORS SMI RE LORD ENDUCI, TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, (4) THIS P.E.O. SHALL KAR THE DATE AND ORIGINAL SM AND SIGNAIUM Or 114E PROFESSIONAL - - - so . I'll, HAim"Na ,� t 2 \ MILIK. 0 OF PLATT: ANCHORAGE SMALL BE AS MENTIONED IN XII AND IN A.2)� Ir .-I � � , III IE mo . ENGINEER OF RECORD IMAT PROWED it, r ,A - I I= .10 go" 1/4--i ,- � � t � -,. - MmIX21WITIT R (8) m_0.qm_9_Cwj=.J%I.mAw_AN4__w1 14. SHUTTER MANUFACTUIRER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 3 Id, . - 'AA I'm - ..w - . � I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.21 OF FLORIDA BUILDING CODE. ONE LA13EL t - I ALT%" - I 11 `,' '% BUIL5��ING - t/4, 9 TAPmN ANCHORS As MANUFACTURED BY I T W, quiLDEX. INC. I" � I SMALL BE PLACED FOR EVERY OPENING L48WNG TO COMPLY WITH SECTION 17092.3 OF THE . � r I �. - -1. - I.- 1-1- - 1/47 0 % 7/8* CALK -IN ANCHORS, AS M94UFACTWWO BY DEVAU. INC, FLORIDA EURDING CODE. am, �, � i .11 - -.1- - t/#"# X 3/4* SOW -SO ANC1,40IRS, AS DISTRIBUTED BY ALL PONT SCREW, SOLT & SPECIALTY CO " 10111648IN" 1. INSEALATONS ARE ONLY VAUD FOR BU WITH ALSO, DES04 LOADS j ��<' INSTA m ALTERNATIVE VW - #14-10 PAREUMATE FDAALE ID AND PARELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSMULTION P %_0_*1 11,1111t,", , 0. SCALE 1/.,-I" , ,A,*�" A TJQ7 j I- TO .66.0, -75.3 OM AND PANEL'SUuw"G`TN UP TO 51-10*- SoUrHERN f- -� I" ... NAM MAY - 1/4- 0 ZAAAAC MUM ANCHORS. AS MANUFACTURED BY DEWALT. INC '0, . �z 7% N S[- � ,!"RMVE 3 W ok ; .... . � k A-Tu -%ScALEI/r-I- .._ � . � # 4, 10 `i� � , 2� TOP NEW wooc, ��M WOOD MEMBERS TO HE . I -, _1110 �, MI) MINIMUM EMBEDMENT OF TAPOON ANCHORS, MM PANELMATES AND ZAIAAC NAIUN ANCHOR. 0 N _'...�p,q, .11 1� - - % As F. � ... W� ,0i*1`1,*�'rjEN8e_1:'%vp PINE w-, z W/ 0.55 OR EQUAL sqt, , .11ek- , \�r_ &,, . - FLORIDA BUILDING CODE (Mon Nigh Vol"Ity MIA lcone Zone) ` � , . -, .. S,&"-. , -, EILOC� UNIT SHAILL - ,,.,�.. - t � .- , ., �CEN BE 1 1/4 I ., ' ,IL m�. m r., , , I z . " - FLORIDA BUILDING CODE (High Velocity Hu cone Zone)] , -1 . FLORIDA BUILDING CODE (High Velocity Hu I - n. za"01 - INTO THE CONCRETE BLOCK It - � I = .eMO z -_ -_ � . .. r., I -IN & SOUD-MT ANCHORS SMALL BE EMBEDDED 7/8 CONCRETE BLOCK U , ,,,, N4,44 67 2A GAGE GALVAIRUD STEEL STORM PANEL A .: No. 441al ; t t2m n3m WC. NOTE Ik 1 f No. .4m Ti4m INC. 9,2) CALK - - - I or� of , .., = 20 GAGE GALVANIZED STEEL STORM PANEL F1, W, ,I�_� 20 GAGE GALVANIZED STEEL STOW PANEL F.P. STUCCO SMALL BE FERMMEO� 1/4- e-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM 5 jLD to Dav, * . ' \ z * '. * OR" r r = . � .TXAT TOP . Be * '. I .-- * -a mmw. m -- DAM I 1 __ or - AT - - AND I' MINIMUM FOR WALLS WIN NO STUCCO. 1 '.� STATE F I,- - I � GLOM PROTECTION PRODUCTS, LLC. - O`/`n"nP 1,0'. S1 ;TE 0 '� �. ST53!7��IEFIH � 2M&DEP - / 11LIECOsuc 1; _�O, 1 , _� � I I " 1� --"- STAT ' .. .&M &A" �I vow, �, ON PRODUCTS. LLC. "'A"Mee _ p - ()I- 61�_ - �_____ GLO ""'e""" - WML m 301, GLOBAL PROTECTI - am S " 8AL PROTECTION PRODUCTS, LM BZ) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STLOCID OR WOOD BOARDS BE FOU .... 0: - �, SOUND SUCH � a .1 " fomw IvemIsm-TV& ,� !& ,-.. - 4 ' - It" . - Ow � "" � um . cls� ANCHORAGE SMALL BE AS MENTPONED IN RAI AND IN 81), - ek-wooln - m -4- . - p PVCHE, IPI3 ALMINOM.TOP-111ADER XQQU_E&6WA --'I Mo I , , I � _� . PIWI" N,I -',. v'Y's/( IN- -"VI- - __ 20-1746 , iW CAMA R 3X5" 20-176 mquRvwE . "o';'t - w".1-0 FiF 3-F-17-T , TOP A, 00 MOUN samom __1 cm- 5 NO, 040-71KIL F�_ (VU)M-7" .. -1;, , - -- - '0,'� _" / 11LIECOINIC wa EXISTING WALL ANCHORS SMALL BE UNG ENOUGH TO REACH THE MAIN STRUCIUR9 1. - - � 20-175 1 worier , Of I to ", $1 vtow I- i 11 7.1 , , _Z_�_ � - �__ �_ � __7 1 �^" 000m�, wuwma A� v*Y TO S,;�� WXJ& LIE COMINIU) IN ANY ��, �;�#�g I ORMIRIO .: "'ois 'N1*400" - - [=�� - is Jk mculls `41Z,11.1111 A - - 'IF .4,.v;:-,.rvr5=_�-- I � I- mz I " I "N41 Num -,; -"..""". P411006? " + - � , ,/" IN I 41"�� - 3tk/s4.y,mr.%�7c M_F:� - - �__:_ _,mmuor" I � � J� ��il I 11 . . , .,nmC. I,; 11�*KWNI 1OR CLARTY 17 IN, 11�_ , I �_ � I . =zi .W9 � � I � - - sww:m or go I I . , - I I I - ______ --- I I . w MAXIMUM A.S.D. OEM PRES .f.1 AND CO - * 2/4 1/4 3/4 4/5, 5/5 & 6/5 1 INST-A mi , COMPONENTS FOR MUM. LIFE SAFETY & E-Z HANG 5TORM PANEL SMEM5 MAXIMUM SIN PAN71 M LENGRI *0 SCHEDULL QNU FOR REGULAR STORM ANCHORS (SEE SCHEDULE ON tWiS, j�/% ,3W/7 BE 4W/7 _LLATION DMILS FOR REGULAR PANEL (SCALE 1/2-I-) PANELS INVA=911 IHM POU EQ QONCR9T__CQWJ=E BLOCK & WOOD (t) V VAX SHEETS 11, 10 &III -- ___r� MAIL INTO POURED CONCRETE OR QONCRETE BLOCK ST-RUCIURES I I' MIN _T - - - - - - - _[�___ ----------- WL 7 ---------- - , _15.126' (TOTAL WIDTH) ---------------- - SIM= FAMELSQ) JMMMUNED I I - �, I a � _w.N1.GmrK-91GR`T` LL CONCRETE BLOCK -----2.1Irr- - - 0,0 6 0 m/ 6 WING POURED � i - �Iqr I I/4'P2W/4* AT 10 OR &-a-" OR � I - __ - r-T 7- r- -I__fj___j_j i ____ i2,50-(EFMMKVAt)TH)---------------------�-----, I r aw -,750^- Ss. STUD RIVICTEE, � D.M., 04� T-T-11 -1- _1_1__1_7__f__7__�_t__ 11 RIOUIRED, - MIRED. IL L i I 1. - -WANOULIN, 0 T/4- - d , I I I _._, _ ... 6 T/4, r,Yp_)__._._ ___.,_ . � I MOR At I I . � � ; I I E I I I I � �37 � ,� -um-mil' -1-11 CONCRETE ANCHORS 1 7 F I I 11 I CONCRETE ANCHORS - - / 1 1.2 r I As . I �� OR 0 12 I/r PC I I � , I,3tiT,- 7- I.sw p ' I CRAY BE ... .... . DI MAXIMUM P,AN1EL_CE`NGTH MAXIMUM PANEL LENOTH (�), @ -9 I I (SEE SCHEDULE ON'- - " (ME SCROXILIC W w- � , i � I SHEETS 9 THROUOH lo� _ . .- I., 11 �_ w CONCRETE OR � 7� 1, - -)Ow - EXISTING POURED , I " jIfn i - ,- � F_ � �, "L+" OR "L-" (ft.) 0 i I -4) , � I I "t+1 OR "L-" (ft.) 0 . i � � � �,% � " , CON04M & WOOD - 7". - -- - I i j , - 25011 1 � LIL MAINVOM A.S� I REQUIRED. j 4) - r D6J,h , 3� � 1,61. D, I ;Wtw CONCRETE & WOOD ", 11 I . I � , ,1�6. :�, IT � "' � pgmw N W&LATIONS t - -_ __ . - �.. % I, �� - -1- A- -- .- I ____ --- - � - HEWME c"Amw X! " low., " - e , . � I _______111 CONCRETE ANCHORS 'V, -_ 1 EDGE Am 44 ryp� . le-Itt. 1 MSW."4 , _ ) ON .7k � ... I � - - - � " - -_ �, - _ -1 - -1- ____ _. i I � f (ME SCHEDULE � I I-- - ===�=.-i - �', , 11 I - Lp ED i SHEETS 0 THRO, � � I , I - -,-- --- - I " - - MAIL A i __j . . -1. Z&O I i 9 � i 4 1 -I�wo'--j - MO tr IVO" W-4' I t3'-O* - 11 � � - �, � - I i � f_ ED, _m _0RM PANEL -------------------- __ L___f___,_-' juo 24LO W-10, ;117, �, � I I ;, � � &r I I - ,� � - - -1 � . ...... � - -) __ ------------ � -- ---- [ , UG',, ,� ., , , '.�> 7--ax I (P..-O (. - -) + ,,� (WI) (+ - . , � IJL ...... , qs- 1 * -'-T"* I I- I I t/4' , w , � WADE 50 M"Mw HIM" I 1_ . I � I ADD -1 I_ . , -1 (D ST C, . �ml I , i vw 101 L . _14� - _ �- �1' J_ I I ! m - -- ... - - I%-- - 2=,. ___:!!� W-,V W-9, ------ �o I f *-,a, to,-r � I .-I- 1 4iIi % 7 - - f- - '. . � - WHO.$ SHALL BE INSTALLED ALWAYS '---- 2-M7 -_ , OOLTED PANEL . . . . . W ,� I I _(j) I --to, I FROM LEFT 10 RIGHT W1 1/2* LED ,Mo VNBOL7ED PANELS � - : I i C%4 = ... � ..... :,, - w-10. ID.-O. �mo fo�lo' V-12- (SEE SEC � , -f.s. Ms i I 4 i , , I I 0 AT END AT LEFT SIDE OF PANEL (�) .H" HEAW (�) *r irpm (�) AN= m mm - . 11 � BOLT . LAPi I_ - � 1/4-II-20"" ! ".;,� . 4aO to* -I* 9 � , I (SEE SSEEVIX)NS AS AF �_ - LD .... ; I _,_ *av 2*-4, 01-2, APPLICABLE) I 1 I " - . 116- - , . #__ -m = mom .10 -11 --,S,,, I I . SIPARA , - 4 - _v`G!= rl 1 4&0 -6 6--s- 455.0 91-1* a,-,- to � -1.1 . I C" RIP wNa. . i tj Cu -g= � __ _ . - Typ Top EDGE - -I:--:- -_ - -_ -_ --- " .11 ,_ c - GLX . IM FOR WNEL -4 TO GLASS, > - LOMPt! WR 7-n - � :. LLj I 1 DOW (MI.j Sao 91-11 - - I , 11 �, I --- Loom ORR 7-0) *L* U., (SEE -_ - i " I .. __ ___ L -.- I � 11 - ------ I I ill I I , t I I] - . - I I , - . C3 iC:1 I L I " -ff = � (SEE SCHEDULE q � ILI M_ V max. gj a: r- = _,� -.A= 1:0.05, � saa B�s' 7'-7* 610 8'-Ol )1-5* , , I ! . ON SHEET 3) 9 � PANEL LENGTH - I PANEL LENGTH = m C..) M " Aw i � I i I - -4M'E'SCHE0ULf ; , ---;- CONCRETE AH"" I_ - - __ -1 ___ - i (SEE ScREDULC ON ON SHEET 3) ! - --i 4 $" 71-C 7�2 __ ---.-- -1 a, (SEE s>mxxr I " 1337� 0270, , - - - i (SEE SCHEDULE ON - I- I i ON ! IT ... SRLP I >C , - O&O W-0- - I ! � .1 _t ��___ i IT - - -w -- -- -= 4MJI : -3 -- I ?AD 71--e ___iz:7 , 11 I , MEETS 6 THROWN I � a I � I .. ____ _; - CL_ I I - F- I - - ICZ r 7-110 7'-S' 61-00, ____!SLV 7'-2- 6--8- 0 9 -0 : !2 Cc C= - 1 - IF-,. - I F 'L - 1 � I I _ "-,. wz�:_ -I- __ --i --- j ',� C5DX E, ! -7- �----- _, INI27TA, 60.0 - ?--,-- Ima i i3- MAX r'-',f� M9 1 1 10 -= C14 = 7* MIN. t VAX. 1. I 50% t V) a, C= cc Fi _-, I . MAX . i I � ` t �i 11 � , , - , � 1%, / - y I " I t I I I I T I "Ar i I I r-VA1_.^ 1-1.1, Ai rl If , Mn-7- I k, fj ___ 1� - "',*` 11"i" h 4 F21-r- , , , , , , - - I � _� A,---, I I r I ; - , ! -01 F__5_ aa4 .... 0 1-01 6 -,. 1/4. 3/4. 4/5, 5/5 k 0/5 I- - 1� V,-�rl 1� 4- _ _I Al : of V 1 =1121� - - . �, �� I t CC - C14 I e 1 � � R i 1 r- ul � = gala " I _1 I B- _2! w Is .1�1 - __ - - - - , I - � � ------ 2,250' - � - : 27C-L�WD _4� 6*-t* 3 --I 1* 2/4 1 W/6. 21111/15, 3W/7 & 4W/7 , �. ,�, ,;� _ : � -------15QI- "Qk, _� - � I- - 74L - -01 it -] , , 11-4 t i , , , i *rPt-, -# OR (YO - - - " � .V 11 � �1�11'1�` MAX 4 1 i I /_1_: ISOMMC )BLW QEWL A I i It" I i 0-2 6�4* 14. ,� It V.*. � 03 =- C_ w F -, . ROUND0 CORNER 0 CNOS OF PANEL _'T ,�_' I - I ' L. "x W-�r _7-0_�- . 0,54 iv-�, i,-Nr ) I � --ANCHORS (W SCREWLE ON SHEETS 0. To &III, - -11111 ---! , : � ! wy HET"6 ow, ��,� _ � " __ � ,�l I .�: � . - ) � , I � I . ____ i . .. I -0 , PANEL _# I ,� ;1 I I i - !_ [ I -,,,, - _____ - I I OF PAWL GALVANIZED SIM 191-4* 5010 8�71 #*__� . __ r' 81 i Em)U (SEE SCHEDULE - __ , I 4 . i . PANELS END LIP "I �, � . I 51 ..�m. 1 -419 SP 7- 8,-O* a* - 8�31 11-01 D.M.,(D, (��, 1 � - , " - 1 - - I - -, -!_ - I ��i I i - -, ., PANEL LENGTH IT - 1 '15�1 I - - -L I- -i S I I I Dx 7; - - , ' - ; I . I �<,.__ ��<_� - , �_-, I --I. I.- @_19 __L� La .. 4 1 j I �__ � , ,__ - _�w , I f " � Iii�T_ _.n.- 1. 0� i � I I LIP W/ HEMMED EDGE. . ,,a, 7125' - - - ED, A - 01 i � E.O. .,,,, I ;; :5 = I � L_J, e 11�1. j 1'. .- I i I I � � 1-2178* - ----! 1375, i 11,211" 6*-I?* � R , d I .< i 041T�S) I TOVIC -1. tag i � F_15� 4", 1 � - N � "I .��, � � I L, I-' I EL Lw= I I ,�, REGULAR 90M,RNEL In, ELEVAT10- � ��,� lL___JL__t_ -__I'll, I A �- I I 4 � � . "I", I - _ A'n3' s'-st, , , %� 0 g I /2- � tal [Mo 1 S,-41 1 1/4� me. GAP ; � " =1:9L : i 4 3C 51-r 11,010 __ �[_ � i 3: - m I . q � AFFUCADW `- ,Dr -1 - I * 11 P. t ! i I ?DID �511_�111� . I .111. -,W (MR. OVERLA�Z'wm wjjm I , �&_X' 1 _V1.11 MO! *AP" HEAD CONCRETE ORS . . . . . . . . . . 2 - - � CONCRETE BLOCK I CRETE ARCH _ A) 9) .= Y 1 NaSi-Hist ALm ALLOY I I s,-s --� , I - Ipp I I � --------j -� Lj qj . 1072, . ".) -1 71" � F _ _____ �,,�.i>l _4 � , . KAM M W)" OR REQUIRED, (SEE SCHEDULE - 7 . I Is , I/r-1111, &s. " */ MA --A-_-__.- I i . - IV i .SM SHEET 6 FOR AD 51-13, 1 - . - I ,_, " @ . i I 11 ilr ax. ------- � . = = r] 7 :LIF4 la , . --A� �.,`_fli- -j Ow � 1. ti I.Ao � � � W. (�).,'E' 8"�� (�) W JJOLE AT PANEL 7w � f1s.0 I �, -x ., , - W_ I 11 .- I _� . - L1501 - .8 UMITATIGNS IF SLIEVE C=som Is I 1% - r r /""`\ / ., nFt��' It 47 ci� .!2 :o, i � � 7_7 __2 7- , , _-AuERMATE i r I : � - � , ,� A25� I ONLY VAUM FOR INSTALLATIONS INTO I e __ \T/ \_/ LED LOCATION -EL - - ,=POURED CONCIItOE ,., L - - ; -_ - - WOW STRUCTURES MINIMUM SEPARATION TO CLA - SS SCHEDULE - GAP � , . 1 (4) REM BLOCK c: E � � Mo, MOM � 4 � -I.r , SECTION A -A I . - I 1 1.2�0` 5 . 2 1/8 f M"wUM WIND SPEED ,; 770 -9-h WIND SPICED > 170 mp,h 1 1 . I REOUMED. m 11 . (��) ULM . CRETE z _(D ANCHORS REOLIMED. � � , . _j _ . "I ; PANEL L04TH . _�� ALT4. ALTERNATE -L Lg��� N, - ARE USED. E r-) 0 - ___ L-2,ow- - =A /"m� 1,25 ? " 2- 3.7m* (SEFSCHEOULE ON $ ,:---IO � __ 2. (4 UNRESTRAINED I RESTRVNED MIAMI SHEETS 9 THROUGH 10) (SEE SCHEDULE ON " __,_2.54B.__ I Aw ; . I. I Bit) 1�� MAICIAW ALLOWABLE PAN13L LENGTH FOR A GNU POSITIVE ASO. DESIGN LOAD. SHEETS 9 THROUGH III) 1-1181 I I (TYP.)j 1 30 OR LESS 1 6" 1 0 I/e I-, MW ALLONABLE PANEL L04M FOR A GIVEN NEGATIVE kr.&� DESIGN LOAD. .2 Ow k7so- .25c_ - 1 ___�4 (TYP.) T . >33 TO to I. I. I TIr 7 1/2, (2) PROCEDURE TO DETERMINE MAXIMUM PANEL UENOft (�) REV. IPHIR HUQ @) 'U' HEOER a I I I OWN A POWNE ALS.D. OEMM LOAD, DETERMINE MAXIMUAA PANEL LENGTH 'L-' FROM SCHEDULL ------1" MIN, TO V WX.- ; I I. 1. 7 1/2- 7 I/V OVER A MEDICARE A". DISKIN LOAD, DERD"NE MAXIMUM PANEL LVICTIR %�� FROM SCHEDULE, - --2am- � fWAL MAXIMUM AIJUDWASUE PANEL LENGTH IS EQUAL TO INE joEBMM DETERMINED PANEL LENGTH W lit 0 NG ULL MOUNTING WALL MOU woug - I I wwm �,+_ me IT.-. _11UT 9NNT mm4du.l (R SUM I* MAX, -___I � . I. - 7 1/2" SECTION I SECTLQN 2 Q ANOLE (3) SCHEME BELOW FOR AM. PANEL LENGTH " POROSITY 444"Ar", . . _3.00D .__-,ilw�� iffi?ft?� "OoRMIANA, Q J, "Ji TRACK qN ROU ��R SCALE 3/5-1' SOW 3/8-1 SCALE 3/8-1 ,374' I- , .. I INSTALLATIONS INTO WOOD AM UNITED10 � 95 PAJT MAX A,SG, OESIGN PRESSURE RATING I 4e - fk� (I 114 ) m1mum Em I'll � "I'll - ... If - _ ,�,,t% N )\1 i �Jw' ea � I-- I �v,. i I , (USE ONLY FOR E-2 HANG STORM PANEL - - - - __ _Om-w InALD-W 4, 10 & 11 DESIGN Laws A, Mw_ PANEL LENGTH$ FOR . "ILHOR I ReR,V - 08 _�_ 1.5'XI's, 1. Ir TRACK � ff3_1"_____ .1 i---- " � 41 - -1 I � �tr�`,I,)CENsj,, , MIEN) spuls, NAM, &LOY DIRECT 1h* . ANDLIF Ir 40 SPAM 1z-1:D"111 . � I � I15 I � I I � I !I - - 275* I" ,---- - _f - , - __ - -41 .1 '? w. - Twx I �'M�w_ .. BUILDING CODE (Won Wyn valooft ffu cons Zone)] - FLQRI BUILDINO CODELMOn !bh Velocity NU cans Zone) -3 , - 1.67,1- �� i I % 1 MOUNT HEADER HEADER k4a jo 4v I . FFWWOR! BUILONG C ty )Hwu one zone) ors"mm FLORIDA . 125' �sw 25�1 � = .1 No. 44167 . I ODE L�oo High Ysiocl wrm� � W __ - - JML * - * woon, NO. F1P, I � - , 46. � 32'- 3r '. w w 1. WOOL lux", INC, I V I z . . VAM WTEM M rJ` . . - - DIRECT MOM g � " t � � I .Dw - 1 '%, 11 . 24 GAVE GALVANIZED . STEEL STORM PANEL WAR w - -IF .1, � 44167 *�, 24 UGE GALVANIZED STEEL STORM PANEL or"" IN, z I Ic 24 GAGE GALVANIZED SM STORM PANEL LIP, In, i�� IT !�!_171_r_�_ . 1. 11 0,44167 I Biir - *_� STATE OF i T:C - - '. 1. 1. = * 1, . - " ---------�T-j MP-) r 76-91 5- STUD AROU w 32, 12- 3r . . C; TIT. * :*= - - . - 9 LLC, 07AI'ton Em : 97127A" ' ----�' 17v SECTIONS ___ , 250 - z NATION OF SECTKM� , - ,.- I -S'Po% 1411 OF Z; IF'= 01 TIM- � EDGE DISTANOEON GLOBAL PROTECTION PRMCM DATE t - - - 2.000 It, *11 Ft r-11, - __ MIN* - iat, * - CAM 55, '. 3r 42, 1. SO. GO .'r.-_= �� - N PRWUCTS, ED. . ZL__ , LLC. L _� I I 0;.-...-\ GLOBAL PROTECTION PRODUCTS. I.L.C. '""I'm* --r-- - 11LIECOism - _ IL EC .. - Sir _ _ - -_ / ';, - zir.., ANOLS 1� 1. So. 9 .401, SA 51 SOW TOP & BOTTOM WOUNTINGS CAN BE 'M �_._ � .m SRI 51 snoun, .204' :001w, sw 32' w --,,,,,- -,- ORION... VAIL FL 3NI. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY V0 ` 't 0 R I 0 �'..,- OM-FIL =I. --mX11 ,A40�//),� a0wzl -i75 11. .1� . -175 (W)M-7sw FxI, wtome-m . . ..." "Qw. cmaqftw�"'k - to.Toa Ck-opm I -TW�- � ml I - i - i cl-ODMIS I � bmtkams - " / = - � VIM= - '400.4m 20-175 rw1i -6 .. : 20 W---- a 20 @ BUILD -OUT -r (R IMU-OUT wE* TRACK @ & (po WASNUED WINGNUT - _--pm,.-�0'FB- ,.,. too�_' 'I'A'A'"OT I ;Ugjij� I ir If m- F --1 --1 se 1111.4 wi. -i4W.W CROM ".. INSTALLATIM .7f7jB,:-7.T' 9� DRAINNOW I 19 , -1 - 1 - 1 - .. --- CA-9006711 paq . I - !nN Mm. M__ -- TRACK AN= (ZAMAC 3 &I" I P�E SEAL/sKINITIRE/vAn .." & T9 �, AL � 11 ; I I Ism I OF to h WALTER � III , I L I ! SHM I or Is - UAW .IV A . - - F01 11 it !I I r - . I Ir vim .K. P� . - I - MIL&I iz I -3f U# ill - , I . . I --,------ 11 INSTAWAI10N DETAU FOR REOLAR PANE -_ INSTALWIM Q��_M REOULAR PAN INIQ W9012 INTO PORED CONCREIE OR CONCRETE MCK STRUCTURES 1. IN19 WOOD � _11 �,f�; -- - 11-11-1- ___W�-)� __ INSIALLAIMN 12EIAlU - I "I -,-,-----# I ,7-, -- ", -, - �-,T -I- �� ��� I 7 I - ,�, lt7 � I , - _� '171 , SEPARATION __01 � -1-1- ALTERNATE CONCRETE � - 4 1�, � , - TO GLASS. 7 . 1! " ", �, - - _", WOOD ANCHORS I - , _C_,_ lu 11 . (SEE SCHEDULE - __ I 1 77� 1 :,., , � ., 11 ANCHORS LOCATION - - W ,� �TSEE SCHEDULE ON _;� 1�11 " Ll '�z � S;r I ON SHEV 3) - Im/1'=W "I " �, _011w LEG f �, - � I Im,20., �____ _7a a 'i � I � � OWAZ,�U D � I SHEET I 1) '. � _ , , 0 Ile = I -- ., , � ,,, '" - � . -, �, 11,_ - 11. I 1, - ii I-,-- .. � PWRL OEM 1 7 N " I I CONCRETE ANCHORS __(�EF SCHEDULE ON EXISTING POURED CONERE�E - � � , - ', - it, I _i�� A " HEM, o" I , - Wo , M%Aj- - , , ,,, ; , a --" EXISTING POURED CONCRETE, I SHEETS 9 TMM04 10) � __� I 11 . , '. , ,� I � ��,A_ - - - 1 Ar � � " � y - (SEE SCwGuUE 09 OR CONCRETE MOM I . 44`= U) -+--a I SHEETS 9 THROUGH Lai, OR CONCRETE BLOCK ! I REOURIED. 1 � �! f X � � 'L I VAR r-03 I ADEQUACY OF OMM WOW I I I . __ 1 - , 11 / I'll, .- . I � I ,�. - - , - I REQUIRED. e I I ! .. I 1, ___1 ; V MPF� BEAM M BE CERTIFIED BY _40 . ep -,- I ______f DOILKIE LED I � :;�, I ; v -1 � - ,---- -.,I- t,N-R . I , >�, i 7-0 " � 47" WOOD � � ., � , I % � . . - � �' , ';!�_ - L � - _ " � , , . - . . % � -1). 2 - . (SEE sc"m" wi- . ., , I - 17 ` 11 � C__ --"-. z I I � I wzit wommu- - � ; - I I �_ � (ME SCHEDULE ON � I 1. � 7�! 1 57`11� ; ON S"z 11wroR I ANCHORS ALTERNATE WOOD ANCHCM� -- �.. - I" uO,. - CONCRETE ANCHORS ,--(i) WON ANCHORS , GLASS ---I �' , , '__ a) REOUIRV ' ; k, . I . - " � A. ;Ri��;O�71 , , - I , 11�_ I " _. __ � � 1/4' , . W i � .� OURALF CA, SCREW OR Y'�e,-7 -.1 - ; '. / , - E SO EDUIJE ON (SEE SCHEDULE ON � , i - I -- - a) I - I - - , 4 5 I OF ILI 4 I/ ;' � � I/C-2b" � " */ off . I- � _-, SHEEETIS 9 I I , (1) �, 'a SHEET I 1) __ SIR " 4§=E __4�1' M WASHER HIM - � �_ :x_-- __ I � 11 I . m" @_1 ,- 4W'VXZ'1'.R7SR I w �_� A 177- !"�dd,lil'= . �En =_ I L � SHEET I 1) �-1 w, , 1 0 12 Ilr *& W C I , 1/4 1 1 f � 11/4* �� q I I , . - , _- -_T-_-I =:R 1/0�1 � " W Mtr - MAX " L , MAX e , rj-- �'a _L"L ; SE7.E= , 0 'I q2q, T_l - I . � - 1� I � , - � 'Ir I I � I , r i I t REQUIRED ", , , . I- L_ -_ ", I . A� 7 � . - - --I If - - ! i L SHErso THROUGH 10); .-- --- I k , I � I i ; � __ � � v--- ----- I REQUIRED ,, I i � I . . � � I � I 11 I _+__j . L � � I . � _Q11�-_1.?%T I I . ,,, - V I M., - I i � �, � t __ __ I - =_t --- - � - - L , - j i IT IPLY� � I , � �, � 11/ , , � � , I 01 I - - , , � A a _QA-21�1-1 1'.� i : Tild -----L---! GLASS- * '� i , . h I " 1- - � .. PANEL LENGTH ., I L � I I " SPACERS 0 12 1/2' i WOOD ANCHINIS _ _i_ , � __ I'll, - (SEE SCHEDULE I i i ,, � �, , , 1 ,_ ; L - LCULE ON � � I r % 'It I . � . � i i , I I _"1`G`c!1�(%:L#"1 DN SHEET IT) E I 1 I I .01-J. I _j I � i � I SMm 11) � i I __Cv Wit, I � , . � f I SEE NOTE - BELOW MA LIMITATIONS FOR -1 I I - I 1 4, � � I . � 11 I ICU � I SEPARATION MAXI I , � I � � a.. i i > 1 -1 - , I I tuh. - I I VAX. " I I 1 1/2- LORD SLErvEs. SEPARATIC - T ILt, ?x A, sc"OKLE P= , 1 PANEL LENGTH I " I i I CuAss.(ME , I t I � 70 OUISS, . 6- I ,;Atw i f. I I � . -I SCHEDULE I i I i I I _ _1�4 -WO I . _(D � (:D J'A =4 1 _(D ,v I � --Of " -;;__� ��11 -11, ,. i ON SHEETS I 11 , 11 To CLASS i J!ff SCHEDULE " in WR m ') MEL LENGTH � i i ,I � � L � � ON SWEET 3) I - �_ - W, SEPARKTION 'm GLASS, I ; SHEET 3) A a k 11 I i L -PANEL MATE FEMALE IT) OR PANEL MATE ! IF _ L � - L W4 AN& � ON zng�q � a I on SH I � "m 010 1,40 HEDULE I- I ."Acm 0 04 SHEtr 3) A------ - __ �L __ I '- t P.- - �,_- I - 1-11 � ____1____ 1) 01, I : �'= - - � - ,�:, __ � I 1, - It" P,Qv pma LENGTH I I I ME SCHEDULE I SON"ULF I I , , .1 I - ' V 010-31,11 IV Mo, " i !-( 'WA I IME SCHEDULE , 1 ' � " 0 1 __ "T. MOIL CSOE SO I AT . . 1 --2wl. ON SHEET ZI) i i I " I PLUS (SEE SCHEDULE ON SHEET I 1) k-a ScHMME ow SHEET:$) . - I_ : 1/. I _1 s ,�, 4�L W. 3: �-, 0 1 _';IAr - v�,, -- �� (" no WE ,"I i � �_- - 7' 0) le MAX, ! - ___._,,____ ". '�, � ' _ I FARM LENGTH I _M-_ ---�v - xv= V q�� _.,,q1';;;; -, ow POLL "JoL j2__.___jIk - � � I - ,. , 'I - - � - _,� I OIn (SEE SCHEDULE I -.7-1- I , =�� = ".4, , i � I � ;'� �v U _J ;_ , - - ��_I__ . I . � IL I . I MP J. � . . =,w 04, (SIT SCHEDULE o- I _"tj, L' L ... f (SmE � 11 ____ PANEL. LENGTH - , ON SHEET 3) r ON SHEET 3) I � -1 1 -1. � ! z I _; TO Gi ----. T -,-,.,--I ; I I ,-I,,,-- 1 -- ------- L . I w i 1 2'x4* 1 I C I � -1 OR SHEET 3 5 _11-I, t�� PSILE SCHVAXE-- � PLATE PEOUIREV I (SEE SCHM LE . - : I -,-- - i SEE SCHEDULE I __ - I I ON SHEET a) i __ -.- � � I � � . I ON SHEET 3) 501; r- I I It . ; , MOUNT W/ S I . I I i ! __ --- 11 I I ! � I __ I * I --- ___ - - �� I Of *c I - � . I I I - --- ---I : < - 7, =N4 I =-IMA - - � =1q_11 .. ; -01 � DIRECT &C - � ON SHEET U cX_1___i 0- O = - ,I __(j) I . I I �] � � -1 _] I- __'�'___ ,__;� - I I " _ � U) a, i I 10 OF *v -01 � , F-----V --*--"L-- - - A : - RNATIVE 2W' It i -01 . ; ____ _____A,� - . . � . � I - . . I F(j) I I VALE L3/8.1- O"M I i .,(5) OF *L I ,'A I I MAX, I i z I _4__ 4 It i _u ri_ .. * I (�) LL Il � � � . � L 1 _4 SEE TA�E ON SHEET 11 FOR WALK. PANEL LENGTHS & i Fl-r I . I 9 i . 0,11 i 50% i I � ., OF V 1 ED 11, -V I 50% , 1'. - - 0 12 1/2� D.C. . F_ I - - I --- -, I . L__.__I I - OF I V 1 'f,, I I At. DESIGN LOADS MR THIS INSTALLATION, 11 ! __ _@ MAX- " I f I I 11 . � - L � I MAX, I . . -1 .1 I I UUJL_ I I '� -- - '-1--_-1 O.C1 . � ! --- - --- @ OF ED - ' (� . I, 0 12 1/2- OZ� I I , - 0 . 11 � . I - - I I . . ! - -I I ; I i M110711- I - . . ED :� ----- ----- 1'" I (D A, - I I [�. I I'D � I - - - ----,I I � ' - :3 0 -----1 L- ---I I � - I I 0 i2 1/2' mm ! 4� � Fft, I i I- - - f ANCHORS i j � I ED - , � - _-'BM--��IiP, 7 1 � W*.-. I . I I � I-- � I . . T,pp -0 _�' -"- - - - � I, , I I , I i I I � �� WOW ANCHORS - � , � " , � , ',I � 10" I "" � ,� � ... STUD * * Am ______j__- J ." � 1 ", � � !F� �� 13 � I . - __ I , I � _riwl�,= CONCRETE . I I �, - (SEE SCHEOULE ON . -, , j I I i �_ LI ----. i I", , - EXISTING POURE -1 `,_\�� - - I` __ � "L4, 1� ;ti : , - , � i " � i t� I _ , . �i C: I WALL - __.__L_._j , � 0 , � � . CONDITION) SPACERS 0 =Aox' VAUD FOR I_ �-� I (ME SCHEW�E ON SPAM AM W K I T/r I" W, i � X5 " WOW .. ; !I I I " I ISTINC POURED CONCRETE � RD PANEL , - �____ ___4.___ L_ 11�`41_ i �1_e �� � � t � L , f �j '� 2*.4' WOOD PL�A'T _+ 0 CONCRETE ' I-1111- m OF OR SLAB SHEETS 9 T14ROUGH 10) SHEETS 9 THROUGH t __ - I - REWIRED _Q 411-11", _. t - 0 01 _�*2 i/e. LONG MAX. ALUMINUM I V - ___ �1 - 1-� I ,� - , � � 1 i '� , fl� � _T._____._ � , (1) wsmixm Is TO A ONE STORY BUROOM WIIH Ur -Or _ REQUIRIED �11 ! ," I : BLOCK EXISTING POURED CONCRM__� � LENGTHS PER SHEET 3. . L . � I SHEET 11) ��__= __ __ � 0 REGUIRED _ ,' _� ` � __ �; I �, ", *sOm I - � � - , - . I , ,�� , � �, it, , CWS=R CONCRETE ANCHORS ,( ' .. I, REQUIRED. OR COMER BLOCK 2'X4* WOOD _w k_1 I'm ow low"W"TO' WOOD ANCHORS _7___ - � j , " I .5. - LINED, ETE I SPACEFIS 9 � - ��j t t , i IT CDMI 5 A RESTMCWM FROM ANY REQUIRED �,� , WLM "Dow owmemy ow"10 ON sw If). I" , 1 ! � � � "" ; I 11� i I I �;l I ' -E,O - - .1 �* "; r/i- 11c. ('s4l'A'SU 0 1 ON 1 ; , � , __ _____ , -, � z SHEET 1i) SCHEDULE 04-- � RED PLATE 1000 ANCH9 * , ( emom "_ _ 3/4, ---. (Sm WOOD (2) =xm 0"AREL Mr MIAMI: IV Go +� __ � , ; i I ___ ___--._ " ILI 't �, _� I ii, , I 11 4 1 C I I - P= I - I I I �� V.2w 1 sew 'L� � �"' wawww TO : AC -=DU I S ,I, "i I 't V 6 11 lrm= It!" ,� 1 _1, -1,,,I-' SHEETS 9 & 10,) 1=11T 7% , I 141; REQUIRED , , , , m n ! , . , , � _ ETS 9 THROUGH 10 , � SHE , �-, 1 i i��� , C%. L 71' , ,,,I;r - A C� SwII) - � , � "I " __ J� � , 1 � , � , ,_ , � i, ��,, � SHEET, I 1) 5-W 0), , - 11 , !"i �L � 0 a) "I', -, CMGW -" - � ,�-�-- Mft A A MOOMM 090 12 1/2' DC, VACWO = ON I , � , � � Ww L____2- w"__ . _--ty" L-LE, � 4�1 ! �, i ) ", 1 (1) ..." 4 im P.B.I.A., 4) �� U= a Uwe TO so, AT ANY OPwm I CEIIJNG A&MMOUNTING M lit DiffiAMNTING W" MOUNTING IMBECT NO MESS (9) OR I ` i i � , � "" I ARTAO 4 ".1. 4 EAN UIRGER ROME. LENGTHS A== ON m U) � I . SCALE 3/8-1, pi 11/s L -_ " I M WMAGA stow PANG, LoPm a SCALE 3/a- I" . L ww . . L , w WALL INEET. LIAM, SAAM ggWer L BE IAS 00=0 I MUNG AND FLOOR MOLIbITINg BUILD-OLIT MOUNTING cu 0) STORM PANEL *XPUAM to - "main, 1"' "' ALTERNATIVE 3W ALTERNATIVE I" mougnNO L (Ali t/2 I INSIALLATION Ir MSMM no ONLY ON L. ALTERNATIVE 1W Mo AN EXISTING, V= FWANE SCAM 3/ffl-1, VAUS FOR we mm 1. 2 AM 3 AX OUMU BY am I SCALE 3/8-1* "P11.0140j", SCALE 3/8�1- co "I- t-Im SL404M AND THE 2m (Wh EDITOR) OF THE ROMA " SCALE 3/8-1* (A) IMPAUMION! VAUD ONLY MR WHO ommc cam . It = 2 6.3 fat AM I "am 4 A "' P'"M.,:.�/4N .. , � 4 .._1 v "I '00,111"INON" " � I _* .`*0N,9i1_. uj Ap"0 A rjj� R_ I / . : .... .0� K"�/t>,, - . .. .... I : r�kii = \$,EN,9s`... NCITM� *�v- , A ; I III= .1 NO. 44167 :E .. '. . - ftsNl ,.- Catty Hur cone Zano)i TION OF SECTQNS z . .. E I- �F, `* I.. FLORIDA BUILDING CODE (Non Wgh Velocity Hur Cans Zen*) .. * \A, FLORIDA BUILDING CODE (Non fflgh Vol NOTE MR COMBINA =*: . - FLORIDAL BUILDING CODE (Lon _Nh Velocity Hur 'cons Zone), . - . . 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S,O 2 - Ir * . 1� - . .*i 000, `%Tvm W_ F.P. - , Twumm . . . . . F.P. 1, INSTALLATION ARE ONLY VALID FOR MAX� ALS.O. / : No, 44167 ". s 24 GAGE GALVANIZED STEEL STORM PANEL %�$ 9 ." c.44167 " 1�� 24 GAGE GALVANIZED STEEL STORM PANEL INATION OF SECTION : - am r4j= w- " TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.sl) AND PANEL LENGTHS - 24 GAGE GALVANIZED STEEL STORM PANEL < = I - i ORWIN &I DESIGN PRESSURE PAILNG (p.&* AND PANEL, LENGTHS =*� ARMIN 1M. COMBINED IN ANY WAY TO SUIT ANY _ '.. STATE OF ,.,, Z GRAIN ff". = * -. * : * CC - z � * * - - AS PER SCHEDULES ON SHEET 3 -,O A .. . . z - - - 4�, 0 I = NOTE FOR COMMINAMOR-CE-AEOU]SISt TOP & BOTTOM MOUNTiNGS CAN 13E AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR INSTALLATION. I FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,,: I - E.D. - EDGE DISTANCE " BAL PROT COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) S A E �r � * !.� ,_ ��-, Z 11LIECO . DATE. - - ==�_�_ ILIECO,Mc� CAM 1�1._ ST T - !�ZE-i-i�,, JILIECOstic. GLOBAL PRO ION PRODUCTS. LLC w'A' � �. - _.�i�--- GLOBAL PROTECTION PRODUCTS, LLC. '"I", %-$-.. STATE Q� -_ I ECTION PRODUCTS, LLC. Ot'"We . ILCI . u", MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC / IN (SEE SCHEDULE ON . 4M &W, Of STRUT INSTALLATION, _ � ANIC ". 51 STREET DENSITY OF DM OR EQUAL � I 4M!LIY� 51 stew < .� 1 lop & BOTTOM MOUNTINGS CAN BE X IMME, N. 3334 '0 � Oj� '0 _� _T.F`.O* �Z�', 4LE r " CAME, FL. 3100 z TS 9 & 10) COMBINED IN ANY WAY TO $Orr ANY 0,00 jou)SM-764s, rm iw)""797 20-175 EW WOOD FRAME CONSTRUCTION: WOOD . 0WIL F, MM 20-175 ,,; PHONE (".Isu-j"t PAZ SHEE -%P 2, FOR N JR1,10, (m),ma-M, 20-175 _ , , �RNM P-04" DIN)w-Pt", m. (9-4)u9-m7 I HI � aaF_�_ffm177w1_ DIANNO ft INSTALLATION, � ?�4 4C_vXxm_r MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ,Xp,f t - .-A plowtv ft 7 ft.1 - I < _ -, � ___ I �� ft.1 __ ON R` , � I - - CA�ooemnvl_ . I I ww2vria , , , _!tt!__ VY _ tN-atowls _1 m__ I i - , Ii !�__m !I t, - - - - - PC sm/sammuff4imm _j I - , , , "'fARNIUAP-&�; - em!�� v,,-.-,�, � -AL I I I SOW 5 or it I I I DENS" OF G.55 OR, E0LMVL,_, � 1 AIN. jn -mk I . I I - __ 11 __ 11 M&Z I-ILD" I I 0- . I' SHEET NO. SH 1.3 .11 - " . , .. - �' '. _��_ - I,- i -, 1, - - I � __Ii � �' __ - - Z-11 , I 11" 4 ... . 11,� �;- I'- .- , ,q . UNMNIWAR'� vl ��..,a' � �, I." , ----. � ii _vl,��`,`111' FEMME df`144'1.� '"MmmW7 �� � , . . . . . - L SAFETY.. �( E-Z HANG STORM PA¢�ilr. � —SYSTEMS _ '� � _.L-;ram;,} �/7•+p (/7��I OR PAIRED eorioREtE. lam' ,©'+!]. .,t'7 f... _ . . w ON B& T APPLICABLE MAXIMUM ANC SPACING FOR E.D. +� SHOWN SHEETS M HORS /u" M A6iX. A5.0. MAXIMU DESIGN T6l10/ PANEL PRESSURE RATING TAPCON LAG SCREW PANEIJL/ITE PANEUMTE WOOD BUSSTYItG �'�{ .Ll. FEMME 6 PLUS t�W1i0N {1l.) iP ) OF TNPSE 73".. t$" 13" 23" >•3" iW iiW� J J tW W • , " Biz" 6 ,/2' 6 1/2" a /2 8 j2 / iTCP) - - 8 i/l' 72 1/2' 6 if4' (BbTT.•) 5'-O' - r B' B' e' - CROP) La Jw 8' B' 8' 8' (BOTTOM) 73` 13" 13' t}" f3' {TOP) -a5 W W 13, 8 1/2' 1 i3' {,O� LESS 13` 3 t3` t3' 13` 73' 6' PW {fK1T7OM1 B t/2• 6-i./a' 6 7/z' 6!/a` 6 7/2- (Ter). 1 ' 1 11. " 8 a' �x-o• B a Y 7 iB�-y j L l 2` 8 2 iTDP) a'-L' a (BORD - ! a" X" - •RJ / / O �12"� 1 iW (� fT 1/2" 13'`.. 't3„ -.- 1S" � � 7J" B 4 ,2" aw {O$ttl'NQ -1--1 N O N C6 O _,_e U N Q CONCRETE DOCK ,08 WOOD 5jRYCTU8ES._YAUD__fflR REGULAR. ft FOR .. INSTALLATIONS AS PER SECTIONS T RU ON SHEETS 4 & 5 -SCHEDULE EO • 0)0 4— Cn "~A (VALID ONLY FOR PANELQ NSTALIJ TH b ) (VALID ONLY FOR PANELt+i lNSTALLATIDNS AS PER SECTIONS 1 THRV 6, ON SHEETS } & 5) O _0 V - Ill O "L OC O LL CO C -•F-+ L� M O CON O > .o O A, L_ W ` S.- 1. '^ W V! Co ,2 . �I ^ L' .� vl 41 �.:.,.-.,.�..,..w. - w.. « »� .�,. a _ r•-MA}GMt/M PA)tEL _WbCk OR A$.D. DESIGN ti4WLIDWH #0 PSF OR LESS LESS 6'-8. > 40 PSF TO 5D PSF' W-P" > 50 PSF TO 60 PSF 5'-10• 6 MAX. PANEL LENGTHS ARE Y YAUD FOR INSTALLATIOt15 a MAX,PANEL LENGTHS ARE (N1 Y VAUD FOR INSTALLATIONS +tit.}NiniTN4i W/ SOLID SET ANCHORS & W/SPACER AT 12 1/2` O.C.now" a t4N4uniAluj�lw W/ SOLID SET ANCHORS & W/ B(�/ SPACER AT 12 1/2' O.C. CEN "', ✓ 5 FLDR(DA BURRING CODE Non Nt h Yatoot NuFFioanb Zonb)7P STATE OF .1 /,*tr'r G-'3 `"'• FLORIDA BWLDING CODE (Nan NS h velocity Hu Dan* Zone) 95 eim m TomtL W. FA'. - C204 ILI= ime F3•. 1 13 a Od1 - 24 GAGE GALVANIZED STEEL STORM PANEL DRWF �: 441;,�V'�- _ 24 GAGE GALVANIZED STEEL. STORM PANEL DOWN m 74 ' F f C' o7/n/>= -rUt t4�, of,21,11" L C t sBeG. GLOBAL PROTECTION PRODUCTS, 't7JG. uor TE O- + L' C Zi 1Ne, GLOBAL PROTECTION PRODUCTS: t1C. wm s ATE ' 9 , .t7 ,.• k twaH tX4rm4{ev Iepb sm. s13rm.T'•"Et", R10;Twr It mrw Sri '"r '4' •2,i'9^•LL'7 Ne.. a..w, r ilw.wger �R n ifrw: BM1E. FL. w;lY sws SL..a ffi w:we LnLM n sun Oiiiil`. 6tlYYCF xG-#?5- 20-175 +�,�F�{. '..,,,.",.• 'L •, f ` iW { ttnl L/{,.ITL7 • Ave z.}eft , l PiwFR: {rmiiitw-7SW, FA%: (M+H66-b79Y _ ,... • •-•.9r+' V.% . -,LTe , t„ • (4tlj M_ln, PHMW_ (S64)Fek-7Ja4 FA10 (664)W"U? �Ai t T e. aw6w in+ n4..4 .P. ... ww.. .L VIC B, �sr 0 `j cA_uDaew,.P�'" ru. eves 4» m r m _ aR4Wk{a wm TUI iiinlq.. •A41Ep A X,. ?,L r -!� e W M 1k 11 s,tRlt+ut IIMb/0+'fn _W73#ER F+ k., P.E. M 6 eNtlt Sa OY 4{ i L I INSTALLATION DETAILS FOR LIFE SAFETY PANEL �? IJAxi1tUM �,S,n, nEclru PRESS RE RATING (cs.s�f.� A�jRR PC3 j(NItdUI�..ANGHOR._ SPACING INTO POURED CONCRETE 0R CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON_ EXISTING POURED 1/4.0 TAPCON,_ �� Eppf(ISTING POURED 1/4'r TAt:T! .FI(ISTptG POURED 1/4•0 TAPCOI{-. _- 7N'XHiED SCHEDULE FOR REGULAR MRM FA ELI INSTALLATIONS INID WOOD. SIRUCTUR � �ANCHOR O e' 0C ^_CONCRETE OR ANCHOR O 4 D.C.' j...-�ONCRETE OR ANCHOR e, 8" OC CONCRETE OR ANCHOR O e" O&. �GlETE OR CV (VALID ONLY FOR PANEL ®1N5?ALtATIONS A5 PER ALTERNATIVES 1W TtiRU 4W, ON SHEETS 6 z+z i) +' CONCRETE BLOCK I '.. CONCRETE BLOCK CONCRETE BLACK ' CONCfITE BLOCK N F J .: REOIiIREO. �• , .REQUIRED. �; �: REWIRED, �, . RE9Vi73Eq,. .` t 'w`' �:o :` .,1 0 F - / ' # ' t 2' 1 " S r= 2 2 f2 / i a" a' ' Ile if t l d / I r I {/ � [V r of . _. ,-.. .�::___ --.-w,..__ - r _ a2 ANCHORS r I 'o N !' f s: -i �./ ) tt > i 1 ( f.L3 E.O,L f. t EDe f I E:D• € 1 a• Edo - I L L / / t C� 7 ,� I r: I / o ca Kw 7• 1 % {j\ ..� f i r, i «-.f s;+fr. s./- 1 ._/,fi I 1 -� '+. t __ F ,. :Fit CM N 4�7 f �F f T,:J ax I 6L i 7 Min. t 1 W. 7 R a p C R � 1 t 1 - t R R-iEVARArgN N--5E➢ARA ss. II }'C I O 1 a4- 1' EX 1 >_ M28e YV+{' t f } 1 / ISlitl4.1 1 EX T G i TO CxA55. iSTIP1z N D IA55. II r N J ea.A w // Lars w : w s i G1J55 -'u eats w EXL4T1 §S .,s &Xis EKI5T1 . pit i� u -' � a GLASS 4 ��- - il--11 fD'E FLRPN6 p� -'�, �"' Ar Fes :.,, GASS a:___.-_,/�-J` �_:. ¢0Y xN PNIt � -j .tt u .,fir N � Il ( tDN,r tRa r-L7 I n i ii 1 IaSitM ITER r-dj 1 a I C C3 `� n , :_ __ t 8 I 1" MAX. II L MAX, R i 1. MAX. •.•• C a 9 1 4iPR. _. L _ .3 a . _ _ _._.a.--- - t _ N ANEi LENGTN PAN PAN LENGTH 6 PANEL LENGTH 6 EL LENGTH C 1 EL e I 1 T { I _ SEE AT70N ._. SEE EIEYATIDN a SEE ELEVATION 91- - - ON ELEVATION N I _ . _ t 8.£V iI--SEPAaATroN l..v._ t _. .,____ - ( V g 1 Mln. ( ON SHEET ter) 6 _-. -._± } ON SHEET i?) 0 ,- Min, ' ON SHEET 12) Il i_ ON SHEET r2) 3 R TIOM ITT 1 1 3 r0 GLASS. W ,m Ter ayss, m R __ .. ! ' a-- COL..__ ' �._.� u R R 0 1 d I I C 1 I 1 I O a 1 w I r »+ f I tE J f1' i'1 1 1. r ✓'. 1✓04 _�_. -1 - �__'� �___ ; �., G<;r i i %F fdx'' ! f� .,>.% . t2 ` rL . I 6• _ ,,. r rr 1 I yx� I C F r t i f i 1 ,v`. 6 'r i' A 1. � a �� w l ✓ 1 LO 1. .0. !' E.D. - r:o , E.O. E.O,. / „ E 1 i r' • r, I O f"r / I r.: I CF+" , i ,1 , 1 rr .r.� , .�:.�' ,r, a t 7 I il / r 1 Fru�a DESIGN LOADS a, Paz. PANEL CON sP l i 1 TABLE ` t FOR MAXA:9,D. DESIGN. E'GADS & MAX.PANEL: LENGTHS WIN SR4CEfi. : 15 SEE TABLE MAX.TW3C DESAN LENGT)15 f . ,?< 1 ere , t I r u oc'. r l SEE` ,t o: '.,> +h' ;.;J! to , ,NG` t 'fNY 6 .. 1 ac � i :: EO ', __-t....... ..,._� 'EO7" _. _-....__.__�,.__.__..4 0 USED, CORRESPONDING i)NLY TO ALTERNATE 2W ON SHEET 5 USED, ONLY D ALTERNATE 24Y SHEET r 1 / 3/4 A ._- _L_ ._,.__T ; `'`I ,...—._L__.._J Eq I >' ,'3'. xat i M3. El t e . -HE, ws. ,y r, it eats It � u ri TABLE �1.� I r,< ._�` j ^- . e 7R 1 a.a. //,f+` , e t21 4c t`dJt -��dJ, . r A 5 0. OESidd LOAD MA>OIUM PAT#]11 I 1A/NaCHOR o a Q.C. `)/ANdrow a sN O.C. _ IfAN+ajo oN o.C: ANCHOR 0 W D.C. lETlGTII 1 EXISTING POURED CONCRETE DR EXISTING POURED CONCRETE OR EWSTING POlRtEO CONCRETE DR EX SDPK f QUREb CONCRETE OR }0 PSF OR LESS 8'-8' -CONCRETE BLOCK REW RED. 7CONCRETE BLOCK REWIRT]1, yL kKYLEFf RIS K REWRi€D, TONCRETE BEOCK REQUIRED_ > 4o PSF To so PSF 6'-z' O R I 1 R PANELS SECTION R-t B err - PS71� a LIFE SAFETY P,A� O REGULAR PANELS > 50 PSF TO 60 PSF 5-10" A MW PANEL LENGTHS ARE I ONLY VAUD PANEL OR I PLUS NIONS WALE 3/8-1. a )'\ R. rl arrx WAj,,4 MOUNTINGS klQ4� NGS MATE F-944LE KAT Nyp.}H1lnilti2ryln SCALE 3f8e1" fr ANCHORS & W/ �4 'Wff4 jr 1/2 D.e, � "ti , -EN}T�-,!I�', ,.,,.. , �* • .. �+ WG. d ER 4167 x FLD I WILDING CODE n o uFri on C $ ,, i A BU INS COD R i h Veloci urNcons Zons - R DA B kD G O E No Lid it Velocity N cone Zone a>. �} FLDR D )LD E Np N N " F 1Y.TECD. : n24n -.. WC, 1. t2 v N 4A1B7 s Q9 24 GAGE GALVANIZED STEEL STORM PANEL nPun en STATE OF _ 24 GAGE GALVANIZED STEEL STDInI PANES moon Im *j o ATE OF w 11 L GLOBAL PROTECTION PRODUCTS. LAC. o7n� eCAM.' - GLOBAL PROTECTION PRODUCTS U.C. " n`/"`10 9 ., 41148 s,W. ST sorE, / SFONA7.5i_� t /ASWANY on s.w. si SABER % O k4�'; ' 'M,t` otter: ti :;ati4 '- sru •. ••we 4' �Lroaw. n aan oaa. n. slxa _ 4 .� ON �� �ta a y' 2.e+ _, f.>i, m wnn L+mc n 3tln Ztl-17520 '�. Fun' ..,.,••thC? rs»n mrrM wNa47m-,ul s4o a tas.Hm-7ea mX; Cnsomm, elw ' 4 0; N CA-DW710 "`�' '®"'e' oa+.eo xe: - - to-ma�ita iawm. ruz o bRN4en Le /, ii$il.a,r :.Pml -xsa6.Fa: poe m-,ai. pN01C (L64)85e-'1e4i. FRY; (e34 -biiT •- Pt SfALJ910fNtME/GiE 1X R RlR N PE "t-,o en LBEf t3 M 1S IIII Ilililll WALTOtA 'IXlft PE m"u L4yEF 1t OF iR INSTALLATIONN DETAILS FOR FIFE SAF�",t�. PANEL ilk INSTAUAIIQN WAILS Egg.-M. SA EM PANEL I INTO POURED CONCRETE OR CONCRETE BLOCK SIOMOURES 1/Ce TAFCON E31rSRNC POURED 1/L`w TAPCDN -„-,;, x,._,-ISTiNG PODRED ANCHOR 0 it o,C, DRk7E OR ANCNiRt O B` OF CONCRETE DR HEADER Y CONCRETE BLOCK I CONCREtE BLDCK U) _ "I1 REWIRED. tEWRiED.. .r N I%% (D ^1 ! ! 4SK�__-_---I �r EtAx. _�.----7 12 1 E0.w ti��„' Epe 71f.''. 1 F -:I. : i ''rt . f _. ` >rs: �� " e--gEp;INBt'rM- I I i 4lah-sL.t• R TO GLASS. _rf4"P.Rwt•. r"r , lots w • � 0 Lai6 w EX(sT#,(,1G�,a A, EA CL a5S � _ _'___ > :,A. ., _1 ,:-t; �. R `, `t" 8 I uT'DAt ao4 r-4rt fatlsR 0 <� I{_! CLASS .f. ,„ R C �r 8 I L' A t 1' WX PANEL LENGTH R-' _.__.t__-- 5" SANEL. LENGTH $ _-_,� .._...-.r ,...' (SEE ELEVAtkiN 8 ... I , t EE EI.EVA1) 1 7 N.. ON r Ia) n _r-__ .._.___._4 oN SHEET az} TO GLASS. i 4 I U) 5 i ---F' t r1 I , U EaT;FDtO PWrRE EDL i DUSTING POURED: f O� v;1 )1 CDNCRRE OR'' .' 1 _iD =3 CIXiCREfE OR I - - I �11 - I.- - CONCRETE BLOCK .'Y `LJ C 7E BLQCk t: •: � ;i' Y7 I -_ T� REOLRRED. i ' I 12 Vr' cc RE7NX7t}D - ''/'. -'' 1 (Mw'lut ' V % nor-------_.} _- __._�.--..,_.y O L_ V";' °` SECTION R-SB o L Cu P6 t ""IS - '.. i PAFLEIMA)E , err PANELMATE P / n J Lt?S_.__ AN&I10R 9'. tt 1 ' Q�C• i. ANCHIHi tBEYONB).: I.LFE SAFEYi PANEL /x i t MOUNTINGS .L U /� TIRE V! L L. W FLORIDA WMING BUILDING CODE: Non Nth Veloci Nurrlewe Zone 'z * : * ' * = aeo3o 1rTFt0, a G. 24 GAGE ,GALVANIZED STEEL STORM PANEL F ' Q i•a•• STATE ter"• /27!.,aZ :� mh7 iLSa ;9`•. o •, P LOIt/41 PROTECTION PRODUCTS. LAC. BATE (� FtORId -- q Ewe, ... s.to 1D sRxT �'rrAq /ONAL� t r rr w ee. tw weave n° ci van owc FL Tut. . TIFF+ 1r It tt+.. p.DW1!'i Nm, M1. 2tlel n.-.eat PHCNE t484)CL6•�7344 FAX, (7947NL•Llnl 20-175 2-7 LNIf -.arc,.. a,s.4. iwn,. a.Fw "� Q P:E MVA3ER A. te6lFill PE nP a'taxei Y i SHEET 14 w to J - . n SHEET N0. SH 1.4 TO P CONCRETE, DESIGN PANNO. flONL�JF BLOO( OR 806.Y Te A 11 1 --, Ll - I SOMOLL MOM a: wemas. ale{ s� iNiif /� /� (PLAN) tN'rt-� /sus Less � iN i INN CASE * . z ,-- OR -no !k [ LLL II cl 0 RATING %* TS 13 13 73 i3 t}" t3` t� T3' tS t3 t3' 1 (TOP) 13 IS 73 13 73 ,3 11" - fJ t3' 1} 13 /. tTaP} To (BOTTOM) 13* Or +49, -45 - 8 1/+" 0-1 DOM • W{BnIM f3iASICN 3PACXMr, IuiO aMNAWM EDGE dNBTAtICi FRE R1G1G7fR L$1 nfi. FOR LiS It I L i I z I - ID WWEN SPACERQ9 IS t}SID. SEE T # FOR MAX. t,_,,.--- � 5 ANY pLF.FICIN PI'K55� E TAPCON SOV0-5€t � P � 7AMM-NNLN! GtK•-W k !NY SEE 7iN8ETS 18 a tb FOp AI�HORb esPt(aNd FaB RSTAtLAMw13 1N4D IIODO FPAME OrIe01YS. MnLW.el rjflDlStR SPACRJp3 ANO WfnMiBl EQGE 015R1NCL ARE eA71G7EO ON TMs SCHEpatE FQR i0. 6P3Ti tHµ e1pCASEO flN soma REDUCE RCDDCE A'k'!KM siwlSriF 8Y 11UL'nPLYMG SPAW10 s11dwN ON splmUiE M i'Iff ROUDWtwi v):C'ipiS. IttR T+16 DPO4MbN TO t� RETRICEd SPACING DBFARBD 114SVG FACTOR spill f7Di 8E lE3S THAN Iwi7WM SVAcum wmICAAL FOR EACH ANGtaflR llt'E DN tHS BuiEanE. �� 11MC ,ifi'r. t%4'r APPMw 1tM!l1i13& carrel FFlalba lwJ 3 3 rMIBiRIM Ir.[ Orvn't�`) 3 3. anA.law ilwawM a.n lF3 S - a to lralE,L m2E ellmwt OFAO gCWlt i t/Y__,_ R,� __ _..__? t{r aai 3• T use t.ou At: pI,X)ABL£ AC R Q +.. SHOWN ON 'St1�Ta 8 & 7 AWGAIUM RIG FO E.. AS MAX, A.5.6. MAId MUM TO PANEL DESIGN PRESSURE ,�TAPCON LW PM7ELW7TE PNAEUdAT£ Zy'40D BUSN17yGi. � �' liNgiff fFINLLE IO PLUS it. A.I. ) ) ( SCREW tP OF THEM '1J` 13" 7J' 13` 7J' IW tW ,r ,3` B' 13` i3' ti+�7 81/2' eTyr B, - 8Ile B, ' /z /2 ttpY7 - - 8 i/4" 72 Ij2` B t/4' (BAR •) 5'CO • Y T Ij2' B" 8` - (TOP) LESS 7 3W BOTTOM 1T a+45. -LS 73• 23' 13' 13' i3" tBDROM) ro iw -75 1S" 73' 13' 13' 7O• (TOP +75, 13" 73' 1J" 13' 8 tfL' 1w (�TTOM) B If2" B 1/a' $ W. $ 1/Y` 6 Yj2" (irJP} a' 2 2" B 4 4` 35'-q• at / t To 1 TiY- 4 fY 5' / a` _ 3W oM / N i T3' 73* Si 2" j S3` 1S'- -T0' 41Mt1X177(341},. ►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1 PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH. RATING m ro m W11$iaTWN �' RATING 2' ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,) '3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM): TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP) • it lz 5 ' F ' t ' t t ' t3' 3" 2 t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I , 11 1 S OP t3' 73' r3" is' YJ" Y !3 (TOP) i /2 tY 3 73` iJ» ' T3" 1 s--4a 5'-B' exreu� 1 r' • f 2 B 8 1 4 3 - i1' Y a' J BOTTOM a 2 2 [�_F"Fi` is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR / LESS 8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�") , - U.-i'."�,� _"-,--:BDRDM)B".:g•_,@B°-e'"6 teDT4'Oh(}"tltaS5:.:_.�3`iS_J'73'9t}'13"t3"13"1J13t3*�t311fi,73'"_.73°':i3`tTOP)-.�J' 73'3 18t131tJrt#31335 #t3(B07ip3"31J3`TS'3!/t- t313'3"1331f0)tJt3i•it128_5}"73"3` f}M 11' 13 is TJ` #J` ia' 13" la" 8 {TOP) YS' iJ• f3` 13" IS" ,J' S3' f3" 13' ter" 13 _ / ('�"3 /4" 8 1 4` 6 tj4' - e i/a" 8 lft" 8 �) "'� - 8 tj4" 8 lf4" g 7j4' 8 fj4` - - - - e ff4• 8 7 s' 8 (8D1°Y."� � `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP) LESS 7J. 1 S. 13 Y Y 46, 73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM) - }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp} 13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM), 13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4' 12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70 ?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4` e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) - iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP) 'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM) 1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj 3 Y .- - 8 " 8 7/4•. 8 1/4' B i/4' ,/i' b (BQ77.•") - 1/4` tE #/4" _.: _ _ _ B I i' 8 1/4' SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7 E,G, i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0 a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£ oN ties sEteau ',� ljii _1fCr 1/A� ,jLy tJi"r If{.;.. tNaON Rtin-sU "Q iN�-1�}twl aYif-RI -Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3 ,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L- AGRML 676E D6f71110E FACTOR f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as 31 /7" *' SPAt2NAZs ONLY VA A.S.D. D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t AS.D. I,RiAD �� PMIEL.. 4O PSF OR LEAS g'_g`.. > 4tl PSF 7O 50 PSF 6'-2` > 50 PSF Tt3`6tl PSF 5'-T0' __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e -1--1 N O N C6 O _,_e U N Q CONCRETE DOCK ,08 WOOD 5jRYCTU8ES._YAUD__fflR REGULAR. ft FOR .. INSTALLATIONS AS PER SECTIONS T RU ON SHEETS 4 & 5 -SCHEDULE EO • 0)0 4— Cn "~A (VALID ONLY FOR PANELQ NSTALIJ TH b ) (VALID ONLY FOR PANELt+i lNSTALLATIDNS AS PER SECTIONS 1 THRV 6, ON SHEETS } & 5) O _0 V - Ill O "L OC O LL CO C -•F-+ L� M O CON O > .o O A, L_ W ` S.- 1. '^ W V! Co ,2 . �I ^ L' .� vl 41 �.:.,.-.,.�..,..w. - w.. « »� .�,. a _ r•-MA}GMt/M PA)tEL _WbCk OR A$.D. DESIGN ti4WLIDWH #0 PSF OR LESS LESS 6'-8. > 40 PSF TO 5D PSF' W-P" > 50 PSF TO 60 PSF 5'-10• 6 MAX. PANEL LENGTHS ARE Y YAUD FOR INSTALLATIOt15 a MAX,PANEL LENGTHS ARE (N1 Y VAUD FOR INSTALLATIONS +tit.}NiniTN4i W/ SOLID SET ANCHORS & W/SPACER AT 12 1/2` O.C.now" a t4N4uniAluj�lw W/ SOLID SET ANCHORS & W/ B(�/ SPACER AT 12 1/2' O.C. CEN "', ✓ 5 FLDR(DA BURRING CODE Non Nt h Yatoot NuFFioanb Zonb)7P STATE OF .1 /,*tr'r G-'3 `"'• FLORIDA BWLDING CODE (Nan NS h velocity Hu Dan* Zone) 95 eim m TomtL W. FA'. - C204 ILI= ime F3•. 1 13 a Od1 - 24 GAGE GALVANIZED STEEL STORM PANEL DRWF �: 441;,�V'�- _ 24 GAGE GALVANIZED STEEL. STORM PANEL DOWN m 74 ' F f C' o7/n/>= -rUt t4�, of,21,11" L C t sBeG. GLOBAL PROTECTION PRODUCTS, 't7JG. uor TE O- + L' C Zi 1Ne, GLOBAL PROTECTION PRODUCTS: t1C. wm s ATE ' 9 , .t7 ,.• k twaH tX4rm4{ev Iepb sm. s13rm.T'•"Et", R10;Twr It mrw Sri '"r '4' •2,i'9^•LL'7 Ne.. a..w, r ilw.wger �R n ifrw: BM1E. FL. w;lY sws SL..a ffi w:we LnLM n sun Oiiiil`. 6tlYYCF xG-#?5- 20-175 +�,�F�{. '..,,,.",.• 'L •, f ` iW { ttnl L/{,.ITL7 • Ave z.}eft , l PiwFR: {rmiiitw-7SW, FA%: (M+H66-b79Y _ ,... • •-•.9r+' V.% . -,LTe , t„ • (4tlj M_ln, PHMW_ (S64)Fek-7Ja4 FA10 (664)W"U? �Ai t T e. aw6w in+ n4..4 .P. ... ww.. .L VIC B, �sr 0 `j cA_uDaew,.P�'" ru. eves 4» m r m _ aR4Wk{a wm TUI iiinlq.. •A41Ep A X,. ?,L r -!� e W M 1k 11 s,tRlt+ut IIMb/0+'fn _W73#ER F+ k., P.E. M 6 eNtlt Sa OY 4{ i L I INSTALLATION DETAILS FOR LIFE SAFETY PANEL �? IJAxi1tUM �,S,n, nEclru PRESS RE RATING (cs.s�f.� A�jRR PC3 j(NItdUI�..ANGHOR._ SPACING INTO POURED CONCRETE 0R CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON_ EXISTING POURED 1/4.0 TAPCON,_ �� Eppf(ISTING POURED 1/4'r TAt:T! .FI(ISTptG POURED 1/4•0 TAPCOI{-. _- 7N'XHiED SCHEDULE FOR REGULAR MRM FA ELI INSTALLATIONS INID WOOD. SIRUCTUR � �ANCHOR O e' 0C ^_CONCRETE OR ANCHOR O 4 D.C.' j...-�ONCRETE OR ANCHOR e, 8" OC CONCRETE OR ANCHOR O e" O&. �GlETE OR CV (VALID ONLY FOR PANEL ®1N5?ALtATIONS A5 PER ALTERNATIVES 1W TtiRU 4W, ON SHEETS 6 z+z i) +' CONCRETE BLOCK I '.. CONCRETE BLOCK CONCRETE BLACK ' CONCfITE BLOCK N F J .: REOIiIREO. �• , .REQUIRED. �; �: REWIRED, �, . RE9Vi73Eq,. .` t 'w`' �:o :` .,1 0 F - / ' # ' t 2' 1 " S r= 2 2 f2 / i a" a' ' Ile if t l d / I r I {/ � [V r of . _. ,-.. .�::___ --.-w,..__ - r _ a2 ANCHORS r I 'o N !' f s: -i �./ ) tt > i 1 ( f.L3 E.O,L f. t EDe f I E:D• € 1 a• Edo - I L L / / t C� 7 ,� I r: I / o ca Kw 7• 1 % {j\ ..� f i r, i «-.f s;+fr. s./- 1 ._/,fi I 1 -� '+. t __ F ,. :Fit CM N 4�7 f �F f T,:J ax I 6L i 7 Min. t 1 W. 7 R a p C R � 1 t 1 - t R R-iEVARArgN N--5E➢ARA ss. II }'C I O 1 a4- 1' EX 1 >_ M28e YV+{' t f } 1 / ISlitl4.1 1 EX T G i TO CxA55. iSTIP1z N D IA55. II r N J ea.A w // Lars w : w s i G1J55 -'u eats w EXL4T1 §S .,s &Xis EKI5T1 . pit i� u -' � a GLASS 4 ��- - il--11 fD'E FLRPN6 p� -'�, �"' Ar Fes :.,, GASS a:___.-_,/�-J` �_:. ¢0Y xN PNIt � -j .tt u .,fir N � Il ( tDN,r tRa r-L7 I n i ii 1 IaSitM ITER r-dj 1 a I C C3 `� n , :_ __ t 8 I 1" MAX. II L MAX, R i 1. MAX. •.•• C a 9 1 4iPR. _. L _ .3 a . _ _ _._.a.--- - t _ N ANEi LENGTN PAN PAN LENGTH 6 PANEL LENGTH 6 EL LENGTH C 1 EL e I 1 T { I _ SEE AT70N ._. SEE EIEYATIDN a SEE ELEVATION 91- - - ON ELEVATION N I _ . _ t 8.£V iI--SEPAaATroN l..v._ t _. .,____ - ( V g 1 Mln. ( ON SHEET ter) 6 _-. -._± } ON SHEET i?) 0 ,- Min, ' ON SHEET 12) Il i_ ON SHEET r2) 3 R TIOM ITT 1 1 3 r0 GLASS. W ,m Ter ayss, m R __ .. ! ' a-- COL..__ ' �._.� u R R 0 1 d I I C 1 I 1 I O a 1 w I r »+ f I tE J f1' i'1 1 1. r ✓'. 1✓04 _�_. -1 - �__'� �___ ; �., G<;r i i %F fdx'' ! f� .,>.% . t2 ` rL . I 6• _ ,,. r rr 1 I yx� I C F r t i f i 1 ,v`. 6 'r i' A 1. � a �� w l ✓ 1 LO 1. .0. !' E.D. - r:o , E.O. E.O,. / „ E 1 i r' • r, I O f"r / I r.: I CF+" , i ,1 , 1 rr .r.� , .�:.�' ,r, a t 7 I il / r 1 Fru�a DESIGN LOADS a, Paz. PANEL CON sP l i 1 TABLE ` t FOR MAXA:9,D. DESIGN. E'GADS & MAX.PANEL: LENGTHS WIN SR4CEfi. : 15 SEE TABLE MAX.TW3C DESAN LENGT)15 f . ,?< 1 ere , t I r u oc'. r l SEE` ,t o: '.,> +h' ;.;J! to , ,NG` t 'fNY 6 .. 1 ac � i :: EO ', __-t....... ..,._� 'EO7" _. _-....__.__�,.__.__..4 0 USED, CORRESPONDING i)NLY TO ALTERNATE 2W ON SHEET 5 USED, ONLY D ALTERNATE 24Y SHEET r 1 / 3/4 A ._- _L_ ._,.__T ; `'`I ,...—._L__.._J Eq I >' ,'3'. xat i M3. El t e . -HE, ws. ,y r, it eats It � u ri TABLE �1.� I r,< ._�` j ^- . e 7R 1 a.a. //,f+` , e t21 4c t`dJt -��dJ, . r A 5 0. OESidd LOAD MA>OIUM PAT#]11 I 1A/NaCHOR o a Q.C. `)/ANdrow a sN O.C. _ IfAN+ajo oN o.C: ANCHOR 0 W D.C. lETlGTII 1 EXISTING POURED CONCRETE DR EXISTING POURED CONCRETE OR EWSTING POlRtEO CONCRETE DR EX SDPK f QUREb CONCRETE OR }0 PSF OR LESS 8'-8' -CONCRETE BLOCK REW RED. 7CONCRETE BLOCK REWIRT]1, yL kKYLEFf RIS K REWRi€D, TONCRETE BEOCK REQUIRED_ > 4o PSF To so PSF 6'-z' O R I 1 R PANELS SECTION R-t B err - PS71� a LIFE SAFETY P,A� O REGULAR PANELS > 50 PSF TO 60 PSF 5-10" A MW PANEL LENGTHS ARE I ONLY VAUD PANEL OR I PLUS NIONS WALE 3/8-1. a )'\ R. rl arrx WAj,,4 MOUNTINGS klQ4� NGS MATE F-944LE KAT Nyp.}H1lnilti2ryln SCALE 3f8e1" fr ANCHORS & W/ �4 'Wff4 jr 1/2 D.e, � "ti , -EN}T�-,!I�', ,.,,.. , �* • .. �+ WG. d ER 4167 x FLD I WILDING CODE n o uFri on C $ ,, i A BU INS COD R i h Veloci urNcons Zons - R DA B kD G O E No Lid it Velocity N cone Zone a>. �} FLDR D )LD E Np N N " F 1Y.TECD. : n24n -.. WC, 1. t2 v N 4A1B7 s Q9 24 GAGE GALVANIZED STEEL STORM PANEL nPun en STATE OF _ 24 GAGE GALVANIZED STEEL STDInI PANES moon Im *j o ATE OF w 11 L GLOBAL PROTECTION PRODUCTS. LAC. o7n� eCAM.' - GLOBAL PROTECTION PRODUCTS U.C. " n`/"`10 9 ., 41148 s,W. ST sorE, / SFONA7.5i_� t /ASWANY on s.w. si SABER % O k4�'; ' 'M,t` otter: ti :;ati4 '- sru •. ••we 4' �Lroaw. n aan oaa. n. slxa _ 4 .� ON �� �ta a y' 2.e+ _, f.>i, m wnn L+mc n 3tln Ztl-17520 '�. Fun' ..,.,••thC? rs»n mrrM wNa47m-,ul s4o a tas.Hm-7ea mX; Cnsomm, elw ' 4 0; N CA-DW710 "`�' '®"'e' oa+.eo xe: - - to-ma�ita iawm. ruz o bRN4en Le /, ii$il.a,r :.Pml -xsa6.Fa: poe m-,ai. pN01C (L64)85e-'1e4i. FRY; (e34 -biiT •- Pt SfALJ910fNtME/GiE 1X R RlR N PE "t-,o en LBEf t3 M 1S IIII Ilililll WALTOtA 'IXlft PE m"u L4yEF 1t OF iR INSTALLATIONN DETAILS FOR FIFE SAF�",t�. PANEL ilk INSTAUAIIQN WAILS Egg.-M. SA EM PANEL I INTO POURED CONCRETE OR CONCRETE BLOCK SIOMOURES 1/Ce TAFCON E31rSRNC POURED 1/L`w TAPCDN -„-,;, x,._,-ISTiNG PODRED ANCHOR 0 it o,C, DRk7E OR ANCNiRt O B` OF CONCRETE DR HEADER Y CONCRETE BLOCK I CONCREtE BLDCK U) _ "I1 REWIRED. tEWRiED.. .r N I%% (D ^1 ! ! 4SK�__-_---I �r EtAx. _�.----7 12 1 E0.w ti��„' Epe 71f.''. 1 F -:I. : i ''rt . f _. ` >rs: �� " e--gEp;INBt'rM- I I i 4lah-sL.t• R TO GLASS. _rf4"P.Rwt•. r"r , lots w • � 0 Lai6 w EX(sT#,(,1G�,a A, EA CL a5S � _ _'___ > :,A. ., _1 ,:-t; �. R `, `t" 8 I uT'DAt ao4 r-4rt fatlsR 0 <� I{_! CLASS .f. ,„ R C �r 8 I L' A t 1' WX PANEL LENGTH R-' _.__.t__-- 5" SANEL. LENGTH $ _-_,� .._...-.r ,...' (SEE ELEVAtkiN 8 ... I , t EE EI.EVA1) 1 7 N.. ON r Ia) n _r-__ .._.___._4 oN SHEET az} TO GLASS. i 4 I U) 5 i ---F' t r1 I , U EaT;FDtO PWrRE EDL i DUSTING POURED: f O� v;1 )1 CDNCRRE OR'' .' 1 _iD =3 CIXiCREfE OR I - - I �11 - I.- - CONCRETE BLOCK .'Y `LJ C 7E BLQCk t: •: � ;i' Y7 I -_ T� REOLRRED. i ' I 12 Vr' cc RE7NX7t}D - ''/'. -'' 1 (Mw'lut ' V % nor-------_.} _- __._�.--..,_.y O L_ V";' °` SECTION R-SB o L Cu P6 t ""IS - '.. i PAFLEIMA)E , err PANELMATE P / n J Lt?S_.__ AN&I10R 9'. tt 1 ' Q�C• i. ANCHIHi tBEYONB).: I.LFE SAFEYi PANEL /x i t MOUNTINGS .L U /� TIRE V! L L. W FLORIDA WMING BUILDING CODE: Non Nth Veloci Nurrlewe Zone 'z * : * ' * = aeo3o 1rTFt0, a G. 24 GAGE ,GALVANIZED STEEL STORM PANEL F ' Q i•a•• STATE ter"• /27!.,aZ :� mh7 iLSa ;9`•. o •, P LOIt/41 PROTECTION PRODUCTS. LAC. BATE (� FtORId -- q Ewe, ... s.to 1D sRxT �'rrAq /ONAL� t r rr w ee. tw weave n° ci van owc FL Tut. . TIFF+ 1r It tt+.. p.DW1!'i Nm, M1. 2tlel n.-.eat PHCNE t484)CL6•�7344 FAX, (7947NL•Llnl 20-175 2-7 LNIf -.arc,.. a,s.4. iwn,. a.Fw "� Q P:E MVA3ER A. te6lFill PE nP a'taxei Y i SHEET 14 w to J - . n SHEET N0. SH 1.4 TO P CONCRETE, DESIGN PANNO. flONL�JF BLOO( OR 806.Y Te A 11 1 --, Ll - I SOMOLL MOM a: wemas. ale{ s� iNiif /� /� (PLAN) tN'rt-� /sus Less � iN i INN CASE * . z ,-- OR -no !k [ LLL II cl 0 RATING %* TS 13 13 73 i3 t}" t3` t� T3' tS t3 t3' 1 (TOP) 13 IS 73 13 73 ,3 11" - fJ t3' 1} 13 /. tTaP} To (BOTTOM) 13* Or +49, -45 - 8 1/+" 0-1 DOM • W{BnIM f3iASICN 3PACXMr, IuiO aMNAWM EDGE dNBTAtICi FRE R1G1G7fR L$1 nfi. FOR LiS It I L i I z I - ID WWEN SPACERQ9 IS t}SID. SEE T # FOR MAX. t,_,,.--- � 5 ANY pLF.FICIN PI'K55� E TAPCON SOV0-5€t � P � 7AMM-NNLN! GtK•-W k !NY SEE 7iN8ETS 18 a tb FOp AI�HORb esPt(aNd FaB RSTAtLAMw13 1N4D IIODO FPAME OrIe01YS. MnLW.el rjflDlStR SPACRJp3 ANO WfnMiBl EQGE 015R1NCL ARE eA71G7EO ON TMs SCHEpatE FQR i0. 6P3Ti tHµ e1pCASEO flN soma REDUCE RCDDCE A'k'!KM siwlSriF 8Y 11UL'nPLYMG SPAW10 s11dwN ON splmUiE M i'Iff ROUDWtwi v):C'ipiS. IttR T+16 DPO4MbN TO t� RETRICEd SPACING DBFARBD 114SVG FACTOR spill f7Di 8E lE3S THAN Iwi7WM SVAcum wmICAAL FOR EACH ANGtaflR llt'E DN tHS BuiEanE. �� 11MC ,ifi'r. t%4'r APPMw 1tM!l1i13& carrel FFlalba lwJ 3 3 rMIBiRIM Ir.[ Orvn't�`) 3 3. anA.law ilwawM a.n lF3 S - a to lralE,L m2E ellmwt OFAO gCWlt i t/Y__,_ R,� __ _..__? t{r aai 3• T use t.ou At: pI,X)ABL£ AC R Q +.. SHOWN ON 'St1�Ta 8 & 7 AWGAIUM RIG FO E.. AS MAX, A.5.6. MAId MUM TO PANEL DESIGN PRESSURE ,�TAPCON LW PM7ELW7TE PNAEUdAT£ Zy'40D BUSN17yGi. � �' liNgiff fFINLLE IO PLUS it. A.I. ) ) ( SCREW tP OF THEM '1J` 13" 7J' 13` 7J' IW tW ,r ,3` B' 13` i3' ti+�7 81/2' eTyr B, - 8Ile B, ' /z /2 ttpY7 - - 8 i/4" 72 Ij2` B t/4' (BAR •) 5'CO • Y T Ij2' B" 8` - (TOP) LESS 7 3W BOTTOM 1T a+45. -LS 73• 23' 13' 13' i3" tBDROM) ro iw -75 1S" 73' 13' 13' 7O• (TOP +75, 13" 73' 1J" 13' 8 tfL' 1w (�TTOM) B If2" B 1/a' $ W. $ 1/Y` 6 Yj2" (irJP} a' 2 2" B 4 4` 35'-q• at / t To 1 TiY- 4 fY 5' / a` _ 3W oM / N i T3' 73* Si 2" j S3` 1S'- -T0' 41Mt1X177(341},. ►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1 PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH. RATING m ro m W11$iaTWN �' RATING 2' ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,) '3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM): TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP) • it lz 5 ' F ' t ' t t ' t3' 3" 2 t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I , 11 1 S OP t3' 73' r3" is' YJ" Y !3 (TOP) i /2 tY 3 73` iJ» ' T3" 1 s--4a 5'-B' exreu� 1 r' • f 2 B 8 1 4 3 - i1' Y a' J BOTTOM a 2 2 [�_F"Fi` is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR / LESS 8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�") , - U.-i'."�,� _"-,--:BDRDM)B".:g•_,@B°-e'"6 teDT4'Oh(}"tltaS5:.:_.�3`iS_J'73'9t}'13"t3"13"1J13t3*�t311fi,73'"_.73°':i3`tTOP)-.�J' 73'3 18t131tJrt#31335 #t3(B07ip3"31J3`TS'3!/t- t313'3"1331f0)tJt3i•it128_5}"73"3` f}M 11' 13 is TJ` #J` ia' 13" la" 8 {TOP) YS' iJ• f3` 13" IS" ,J' S3' f3" 13' ter" 13 _ / ('�"3 /4" 8 1 4` 6 tj4' - e i/a" 8 lft" 8 �) "'� - 8 tj4" 8 lf4" g 7j4' 8 fj4` - - - - e ff4• 8 7 s' 8 (8D1°Y."� � `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP) LESS 7J. 1 S. 13 Y Y 46, 73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM) - }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp} 13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM), 13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4' 12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70 ?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4` e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) - iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP) 'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM) 1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj 3 Y .- - 8 " 8 7/4•. 8 1/4' B i/4' ,/i' b (BQ77.•") - 1/4` tE #/4" _.: _ _ _ B I i' 8 1/4' SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7 E,G, i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0 a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£ oN ties sEteau ',� ljii _1fCr 1/A� ,jLy tJi"r If{.;.. tNaON Rtin-sU "Q iN�-1�}twl aYif-RI -Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3 ,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L- AGRML 676E D6f71110E FACTOR f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as 31 /7" *' SPAt2NAZs ONLY VA A.S.D. D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t AS.D. I,RiAD �� PMIEL.. 4O PSF OR LEAS g'_g`.. > 4tl PSF 7O 50 PSF 6'-2` > 50 PSF Tt3`6tl PSF 5'-T0' __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e At: pI,X)ABL£ AC R Q +.. SHOWN ON 'St1�Ta 8 & 7 AWGAIUM RIG FO E.. AS MAX, A.5.6. MAId MUM TO PANEL DESIGN PRESSURE ,�TAPCON LW PM7ELW7TE PNAEUdAT£ Zy'40D BUSN17yGi. � �' liNgiff fFINLLE IO PLUS it. A.I. ) ) ( SCREW tP OF THEM '1J` 13" 7J' 13` 7J' IW tW ,r ,3` B' 13` i3' ti+�7 81/2' eTyr B, - 8Ile B, ' /z /2 ttpY7 - - 8 i/4" 72 Ij2` B t/4' (BAR •) 5'CO • Y T Ij2' B" 8` - (TOP) LESS 7 3W BOTTOM 1T a+45. -LS 73• 23' 13' 13' i3" tBDROM) ro iw -75 1S" 73' 13' 13' 7O• (TOP +75, 13" 73' 1J" 13' 8 tfL' 1w (�TTOM) B If2" B 1/a' $ W. $ 1/Y` 6 Yj2" (irJP} a' 2 2" B 4 4` 35'-q• at / t To 1 TiY- 4 fY 5' / a` _ 3W oM / N i T3' 73* Si 2" j S3` 1S'- -T0' 41Mt1X177(341},. ►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1 PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH. RATING m ro m W11$iaTWN �' RATING 2' ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,) '3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM): TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP) • it lz 5 ' F ' t ' t t ' t3' 3" 2 t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I , 11 1 S OP t3' 73' r3" is' YJ" Y !3 (TOP) i /2 tY 3 73` iJ» ' T3" 1 s--4a 5'-B' exreu� 1 r' • f 2 B 8 1 4 3 - i1' Y a' J BOTTOM a 2 2 [�_F"Fi` is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR / LESS 8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�") , - U.-i'."�,� _"-,--:BDRDM)B".:g•_,@B°-e'"6 teDT4'Oh(}"tltaS5:.:_.�3`iS_J'73'9t}'13"t3"13"1J13t3*�t311fi,73'"_.73°':i3`tTOP)-.�J' 73'3 18t131tJrt#31335 #t3(B07ip3"31J3`TS'3!/t- t313'3"1331f0)tJt3i•it128_5}"73"3` f}M 11' 13 is TJ` #J` ia' 13" la" 8 {TOP) YS' iJ• f3` 13" IS" ,J' S3' f3" 13' ter" 13 _ / ('�"3 /4" 8 1 4` 6 tj4' - e i/a" 8 lft" 8 �) "'� - 8 tj4" 8 lf4" g 7j4' 8 fj4` - - - - e ff4• 8 7 s' 8 (8D1°Y."� � `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP) LESS 7J. 1 S. 13 Y Y 46, 73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM) - }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp} 13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM), 13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4' 12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70 ?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4` e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) - iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP) 'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM) 1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj 3 Y .- - 8 " 8 7/4•. 8 1/4' B i/4' ,/i' b (BQ77.•") - 1/4` tE #/4" _.: _ _ _ B I i' 8 1/4' SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7 E,G, i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0 a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£ oN ties sEteau ',� ljii _1fCr 1/A� ,jLy tJi"r If{.;.. tNaON Rtin-sU "Q iN�-1�}twl aYif-RI -Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3 ,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L- AGRML 676E D6f71110E FACTOR f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as 31 /7" *' SPAt2NAZs ONLY VA A.S.D. D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t AS.D. I,RiAD �� PMIEL.. 4O PSF OR LEAS g'_g`.. > 4tl PSF 7O 50 PSF 6'-2` > 50 PSF Tt3`6tl PSF 5'-T0' __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e ►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1 PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH. RATING m ro m W11$iaTWN �' RATING 2' ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,) '3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM): TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP) • it lz 5 ' F ' t ' t t ' t3' 3" 2 t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I , 11 1 S OP t3' 73' r3" is' YJ" Y !3 (TOP) i /2 tY 3 73` iJ» ' T3" 1 s--4a 5'-B' exreu� 1 r' • f 2 B 8 1 4 3 - i1' Y a' J BOTTOM a 2 2 [�_F"Fi` is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR / LESS 8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�") , - U.-i'."�,� _"-,--:BDRDM)B".:g•_,@B°-e'"6 teDT4'Oh(}"tltaS5:.:_.�3`iS_J'73'9t}'13"t3"13"1J13t3*�t311fi,73'"_.73°':i3`tTOP)-.�J' 73'3 18t131tJrt#31335 #t3(B07ip3"31J3`TS'3!/t- t313'3"1331f0)tJt3i•it128_5}"73"3` f}M 11' 13 is TJ` #J` ia' 13" la" 8 {TOP) YS' iJ• f3` 13" IS" ,J' S3' f3" 13' ter" 13 _ / ('�"3 /4" 8 1 4` 6 tj4' - e i/a" 8 lft" 8 �) "'� - 8 tj4" 8 lf4" g 7j4' 8 fj4` - - - - e ff4• 8 7 s' 8 (8D1°Y."� � `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP) LESS 7J. 1 S. 13 Y Y 46, 73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM) - }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp} 13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM), 13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4' 12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70 ?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4` e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) - iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP) 'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM) 1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj 3 Y .- - 8 " 8 7/4•. 8 1/4' B i/4' ,/i' b (BQ77.•") - 1/4` tE #/4" _.: _ _ _ B I i' 8 1/4' SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7 E,G, i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0 a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£ oN ties sEteau ',� ljii _1fCr 1/A� ,jLy tJi"r If{.;.. tNaON Rtin-sU "Q iN�-1�}twl aYif-RI -Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3 ,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L- AGRML 676E D6f71110E FACTOR f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as 31 /7" *' SPAt2NAZs ONLY VA A.S.D. D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t AS.D. I,RiAD �� PMIEL.. 4O PSF OR LEAS g'_g`.. > 4tl PSF 7O 50 PSF 6'-2` > 50 PSF Tt3`6tl PSF 5'-T0' __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7 E,G, i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0 a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£ oN ties sEteau ',� ljii _1fCr 1/A� ,jLy tJi"r If{.;.. tNaON Rtin-sU "Q iN�-1�}twl aYif-RI -Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3 ,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L- AGRML 676E D6f71110E FACTOR f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as 31 /7" *' SPAt2NAZs ONLY VA A.S.D. D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t AS.D. I,RiAD �� PMIEL.. 4O PSF OR LEAS g'_g`.. > 4tl PSF 7O 50 PSF 6'-2` > 50 PSF Tt3`6tl PSF 5'-T0' __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e AS.D. I,RiAD �� PMIEL.. 4O PSF OR LEAS g'_g`.. > 4tl PSF 7O 50 PSF 6'-2` > 50 PSF Tt3`6tl PSF 5'-T0' __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e __,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___ 13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I �.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H o , it o o a a o �'', � , 1 i E �: 1 BB f I I' 1 I ''t t 1 1+ 4 ) I I 1+ 1 1 a I Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL I '1 I i (USE FOR PANEL LF3abm ' ! wvc. I P . + ; ; f OVER 7'-6`j _ j PANEL LENGTH ,i t I i i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE W OVERLAP LBA _ � PJRgI LEt(G77t i _ t I 1) j 1 r 5Q sL i, P a I � SAFET/ STORM ANEL P.R. , I , LµE +, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1) t , 'I - A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7�� `'77 I A7 EA. UlEA1� I I U i I 4 I " i 1 E i + ; j I 3't t t i Il - 4' I , i ; 1 C , 1 r 1 r I rr,. I t 'r� �_�2�f NOT(3fE5 AT S , S1U0 � ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I i /�( i i� I C , PANEL: BOTTOM lARNERS i ` O i� i _ , . i y ktistRt+AP-� y�I� '/yp-ovERLrP� I or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT 3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0 }' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h. R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. - _.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '. 1/L' MAX, (;w _ LIFE SAFETY STORM PANEL i ELEVATIOhi (t) SCALE t/4'.,i` it r�REGUWi �" I�RFGUtAP }- - ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :. N iNr if4",7' IaX, as s uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One ''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br +�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,. SECTION A -A ,_�/; � +Lob aw. bt alllFit - SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175 Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7 P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i► INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' " 3• 'S]' i. 2 Y3' iQ j t3 3 t] it' 1 i S { -..•:.. ._. _.'. "-,.. " ti.. .. -... '.. -, kD 1. 71 .. tl _.�.... a i1iQN Y # t B1/2' 87 R ] 7 Y -q• 89TIQM) 3 S / /T 73 1 13 2 ] 3 N i3 3 .Y '. ._„-•,-.� ; r r ,, t$ �-_. 8. t. ._,_." 8 t�.,. T i-....� 1/2" ,._. ,- L i . 6..... 6..; .- 1 5 f3 t )]" 1 2 5 Y #] ('PIN') a tJ ib' 3 J2. fa" 3 / Jz / is ,J J 19 Y ( /] t 3 t bl L L # la 81-.A'81 et 6. 8 Y 4 4 a 8. � f $ / / f t13fl7T ) ?-60. r13 _ - 6 � / / f / � t3' T 7/a' 73' iJ' 73' t fi7` i3' id` }1' e' 13" B t/2' 1 (t'6P) +i18,-•fi44 73' 3' x1' 1p #.2'' t1` $ t 7J" 8 A Y 7 1/2' S 1 +75: -T5 / f2` 93" a 1 fa' i TpIX+) t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM) 73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e INTO WOOD STRUCTURES r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II 't"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai ,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED ' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON - 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON { 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C. ' � � � a � � � ,i �4 ,-� 'l � ail -.� y _ J J I ' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a, _r e - t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4 Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7 4 I � ` 1 I �' I T x 1 a I � RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,. N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x.. EX ( � eats R � - TEA ET11SY! SSW ' 3 '�4� ea t , 1 At i n Tr, I AT B1 G(AS3 � i . GLASS 1124 11 : ik E7tFaT1 i5T1m41 _..._._ . _.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX. , + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr ( PANEL. IIctiGTPi 0 1 � i . PANEL LENGTH % ' It ON SHEET i ( QNSHfEt' ,... z} 2) r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J ___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _- 11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'� Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .� n ��} { 17 E ' s a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8' -." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4 FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj -4 1 _1 _ 1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,` .. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i' k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I. � � � Bat'3.W af$. { f '.". `'. I � {� -+r1. t ..y ... �,_ >.j I t e SY 1 L,9: 's ', t - REWIRED t. s 1. , z j 1 iV �n , f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i F 1 f `j At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .! + !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i .',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.�� WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS F *�Ij• Jam' 4 GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone tA}T7a ti[7F{4 RTC. Fl. 24 CAGE GALVANIZED STEEL STORM PAN i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt: PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:; 2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. ----- 'TO PIN No W ., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1» MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17 wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+ DENSITY OF D55 �R EQUAL � sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae - t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i! MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM PLENGdI tP.e.T:) m m ro cLimmk3E (P.e.I.>mrorotorolamTAro {�)2•4ai13•71'f3`tJ`,3't3't3' 23" 7]° 12• i i]'S' ,3' f0 t/2iJ`B 7/Y 1S'8 1/YT i%2"63/7J`f2'}t7 1?"4BFftTptit'4t3'73" 13'4`t3'8't0"13"$'{)13" la'tS'13` t3' i3'IS' tY i3't2']/2/,si" F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / / J - - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR 1T /z / 2 /2` f ! f Q�).. tzt .... - _ Y B' S" 8".. 8". 4` A9"... B` 0 i/a'. 7" '. B' S" 4 1fa" L('[OPj Y ]' 8' S IJ2". #' J TfY' B`,.. s, .., 4 vfT` 3' 8 tf2' 21fa' 4.iTGP7 tE$S 8... _ 8. _ 8 m -B � # tP#)7iQM) B` - 8.1/2" - 8.-. _� b ,_�. �. tf2"..-; .-.,. T" ,.�... {6d W1}. ' 5 b t 2 #: " f + i" R' / ` 8' 1 ' J 8 '._'..' 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ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . 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B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP) 93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM) 13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B, 12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S' e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}. t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP) 1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI) TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - - 8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a � TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI& OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE ON TiRIIS(LIEO4at ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r {Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7 MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th ,AImtEEb°B.i 3 3,i2 a ,n• ALw1Yll FDBE ObTMiLE. ) FACTOR 2 yn• e8t 4.5a - -0.Jb 3. aW 0.T1i Ib0 - 0.&1 "' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S. DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED. SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. 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I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r . TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU ' g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3 EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3 SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI ON 5CtE0ULE REDUCE ANCHOR ENO 8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1 SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3. FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE. -RFbitCEp SPAcoLQ'oBSA1NEO tl�iO t7e:TaR sHML NOT tM LESS Trues __._...--_? blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __ 3 S/2' ` INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e INTO WORD STRUCTURES li �qu RED •� �Il �Q�IHRED +r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C. r i-- 4) I i' '.-i if2. I i/L, s. tf2. �: .1/L, y - ERfl Ij 1 � Mtn t I t I i T ' k tI T � _. P is w { eF. SXISR # 1Y/AY 7:L.N ._.__ . __.. tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA n eA EXISI)[1�I , d__ t : �._;, tp-I�,_ gbE rar Pwa ' II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX. I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt 1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2} -=----;/•----=-:�_= ON SHEET /2} R ."- 1 U I'I`y,,. � � l_, __ _�_____•/ R t' 6Rn. 1 m wnss: 1 1 _ I 1 II (1`--SEPARATiON 1 K { i 1 1✓a � 1 8' E0. it, E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F 1, , ; , It ii I'- I MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;. I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS } i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT j pNCh©R O 'X2. t fa` O.C.O:C. ,"iplii1111111iiFIr(rr WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,� - 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona Lmrla tVF10. NIC. Fs°. 21 GAGE GALVANIZED STEEL STORM PANEL t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/ LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT 2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*� a an, ►. xA'. n Stin 4 t, -.. 4YIetiS, 1 F 20-175 ! N c 7 M. 1- i } G m-Ina . t- PHONE tie xt. mi -e7e MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( � 111TAµ4 rIP DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:. PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e EZ1/te, EZ1 W/18 ANCHORS 71 15EE SECT" EZ1 ai ALTERNATIVE EZIW ON SHEET Se) ---`' 3' MO. --j3` Max.. I" Man. ,T Mn [ ��,•}, SEE 09 (SEE NOTE z) 11 I w { I E 2} EN �.. Ij2Y -•, - 3/fa"m ALwRNUM : OF 7 LAST PANEL Q'TO BE INSTALLED AT EACH OPENING SHALT:. ALWAYS BE a i PROVIDED W/ REAR HA14 TO FACUiATE INSULATION IF INTENDED GENSTALL I I : TO SE IED FROM INSIDE OF STRUCTURE. J )- -- - 'r'""t-"Y: I - .- -r-r--r-r^-}r.- "r-..r�--,•--r-••-.-- .�.--,--±._._I--*-:-. i i` f i1),. pL]N 1.Q.N OF 5€gpe4 20DD. E-a HANG STORM PANEL SYSTEM (CNU PAtNEL) (INTERIOR PANEL) (INTERIOR PANEL) (M4TERKTtR PANEL) i (END PANEL) f f MAK• CONSI NC OF PANEL "r Cunt_ TRACKS T13P & BOTTOM. SEE NOTES 2. , .4 I i I 1 f [ ! SEE fJp1E5 F, 8, 4 i v-1w %^3. END PANELS SNAd,.i ALw6:35 BE CONNECTED TO BOi'!pM TRACK OTHERWISE, A STOP B#a'Sli TALL BE PROVIDED AT TOR OF SUCH I i I t f f PANr�,E P PANELS. �.... i , k * .f.1..,.: 40.0 p.4.}. . 1 1 " � 1 _... 1 i � 1. (3). IF END PANELS ARE CONNECTED TO BOrrOM TRACK, CONNECTION � It :P j I SHALL CONSIST OF 1/4 o Dx3fi` M.S. W/ 7/8 dk3i32' WING a� (Ili i ti i EO PANELS W/ t/4R-7Oa1 3 NUT Ok 1/4"ez3/i Mn. THUMBSCREW INTO TAPPED BOTTOM I i ; I + 1 i {SEE sEC7roN tlAPPucxa'�) €XTERroR FIATfA OVERLAP pFLANGES OF END PANEL.N OF FAMNERS MAY A7 E(Tt-tER O€ TWO ti 1 _ _. _, ._ `_• - t -. .,._ _ !-_ .I i"__ x LI I_�_ -i' 1J - . - (4)IN ME THAT END PANELS ARE NOT CONNECTED TO BOTTOM t T __ _. : _ .._.._ _ _ MAX ' TRACK ((.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST Two i i i � I. PANELS SHALL BE 'CONNECTED TO BOTTOM TRACK USING SPECS " D 1' INDICATED ON MOTE {3) ABOV%': IN SUCH CASE, CONNECTION OF JJ- 1 1 t L3 JJALIJ j_L G )JJI_LJ1 'LL 1�1L1 J 1 t 1 J 11 L L1J 1-,t ---w-_ .__..._i PANELS TO BOTTOM TnACa tdA OCCUR A9 ANY PANEL LOCATION. J` MNx. �. SEE NCnE i _._.w <• I 3" Nax L.: 1• Wn... _SEA ,_-ri x,.,/t0 1• Wn t INSTALLATIONS ONLY VALID FOR WIND 3 -ND Q)NOTE 3 SPEFD UP TO 170 m.p,h, ANC44ORS '. .- (SEE SECTION EYI g ALTERNATIVE ExIW ON SHEET is) EZt/18x �z1W/,B F - t SCALE: 3/32"=l" 2.667'W r7 MAP 1./4' Ma., CAP v sineL: GAP, !% ��aa {�4+P F'�. + ♦ SECTJtfN A.�ri "il"toll,NiNrlry✓x SCALE: 3/32'-L' `�*`,`�>(.IL TI$tJj'�'y0•i, a ✓�"Y ORIDA BUILDING CODEVatoeifi:. WuMcame ll or1n: arSIATEO)�-`TslTm, W.,24 GGE GALVANIZED STEEL STORM PANEL Fw.fr - `=`v"'•� JZ19aD mGLOBAL PROTECTION PRODJCTS, I.I.C. i!so.�m OAM.Pe5Sf ar"f Rl Clhr Toe wTMuCw aNEoNa�KeFn.L` .rDLL r£ ame� u s.NN,ovn sI14 U EFL M314 20-175 ilr� �Odto: tOUXs6-CW i''t'' f� .. • BM1VM13dB Na:: ant s .m EA-DDdETf4 a�Tw 41; inn a, r/lAt. SSE TRLt7 -.r: ns: fllxM{Itlt xL YMATSN. k. ; Fc : aJ1EkT aT aP x5 ENGINEERING E:Ni31NEER1N13 EXPRESSO PRODUCT EVALUATION REPORT September 15. 202D o Number. - 1Dat! n IbB -R2 Application t0-3 e.) EX Project Number; 2(1.31543 Product Manufacturer Ali An erican Shutters and class Manufacturer Addresser IS40 Daum Road West Palm Beach, FL 33409 Product Name'8 Description: 24ga Galvanized Steet Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report' is tieing issued In accordance with the requirements of the Flodda Department of Business and Professional Regulation (FloridaSuildnig Commission) Rule Chapter 61G203.g05, F.A.C., for statewide acceptance per Method 1(d). The product noted shove has been tasted andlat evaluated as summarized herein to show compliance with the Florida Bliddhv Coda Seventh Edition (2020) and is, tot the purpose Intended, at lest equivalent to that required by the Code. Re•evalualloh ofDUs product shag be required following pertinent FWdde Building Code modifications or revisions. Substantiating Data: a PRODUCT. EVALUATION DOCUMENTS EX drawing #2031543 gged'24ga Galvanized Steel Storm Panels (1'NHZ & Non-HYHZ)".. sheets 1-5, prepared by Engineering Express, signed & seated by Frank Bernardo, P•E, is an integral part of this Evaluation Report. TEST REPORTS LJtlifdrltl Mahn sttuctuntl perforri ance has been tested in acconlence with TAS 202 test standards pet test rwpod(s) *BT.ASG:17.001 by Blackwater Testing, Inc, Large missile impact resistance and cycle loading pertbrmonba has been tested In accordance with TAB 201 and TAS 203 test standards per test rapDrt(s) #BT-ASG-17-001 by Blackwatet Testing. Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on Comparative andror rational analysisto quality the following design entena: 1- Maximum Allow" Spans 2, Minimum Allowable Spans 3, Minimum Glass Separation 4. Anchor Spacing 160 SW 1211 A)7ENUE SUITE 106, DEERFIELD BEACH, FLORIDA: 33442 (954) 354.0660 1(866) 396-9999 TEAM ENGINEERINGENPRESS.COr4 ENGINEERING EXPRESS CUM ENGINEERING Page 2 Uf All American Shutters and Glass; -24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used In the design of this. product. Separation from glazing is not required for ImtallationsDutside of wind zone 4 and essential facilities, Impact Resistance: wr e Impact Resistance been e b evidenced Inpreviouslyto 7 o a Ts Im Rest fan has rid coons atadas nGadlsted test d rid La(a ilted for in the engineering design of this product. ) Wind Load Resistance This product has been designed to raslst wind loads as indicated in the span schadule(s)-on: the respective Product Evaluation Document fi,e, a nee rig drawl rig), installation This product shall be Installed Instdol compliance with gs respective Product Evaluation Document 0,0. engineering drawing), along With all components noted therein. Product Components shall be of the msterial specified In that product's respective Product Evaluation decuarrent (i.e- engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product. Evaluation Document (Ler engineering drawing) as noted herein, Ali supporting host structures shag be designed to resist all superimposed loads and shag be of a material Mod fin Inds product's respective anchor schedule, Host structure conditions wbloh are net accounted for In this product's respective anchor schedule shall be designed for on a sRe•speeft basis by a registered profossional engineer. All components which are peomanotly Installed shall be protected against cormlon, confamination.and other such damage at as Omes. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). A�B�-tt�,lly" y . xT°j,ss 6 . Fwk Sonnardo. LSE ENGINEERING:ExPREsSle 4PE0046549 I Cart. Audi. 9895 16D SW 12T" AVENDE SUITE 106., DEERFtELD BEACH, FLaRrDA 33442 (954) 354-0660 1(866) 396.9999 TEAN'@ENGINEERING'ExPxrss.cOM ENGINEERINGE,y'PRESS,C(IM : 'uIJ`-IrNvpr}I7, 4 :.-_1 2k�kitfh11HWK BTLtiTyT.p:;y. 4 -L�Ct'tTTrSN iX V't.=_.x JI l--'£fkttCLnc H.-t-.'+4tN:•W1a=+Y11;dDtl1c�41 T.U.vY--i En _ F WT Mer01.Y Ell •�a F WBLVtf _^�.�: YV.,intf 1 �kV,� .x veV, !� � pN F4 A-,r ti RI S' Iall !tc" 9.: T yJ Lz, F'- 4� $$ r rF gar ili� ,3 r . JJ 1. 1 � It ra x x ,,k H �L 1 'sll w� s,r aN sr? •Yr 4 .rtsx t C 'i y[ 3,t - _ N , r yap m 4 A t i Ip� T- A rc � "19 _ s 4.t P 'A In � m - E' r,�Lrr`r W � T O - el O. �u .1 aR=+Ir a .L I i u �(a I - I f:nDa NU C N tr , H ALT-wIAT- r r �. _ _BiJILDi�U .:L✓ t N WI FfrIrSMF18 t%. - t 4usti ,tie` c� c0\'a iYl'F xr: t fl FF2 r. A%WIPP � t �t k M m 1Li FL';r '1:D1 - re `iu i.,, c.�k.-dy - <CIL]try OOK 0 SLtfiDN �: rr ,:.. „•s; �xn -;. , u m R Iilrr °x^n-, n' r 6' Vi m L 5.: I ly !.❑G M1�',i5I "rT Nirll).1>III MSIl till ti•Sn I11N. I " 4 " � CC �5'I:rPN 4 (37 L`.t I Ir,:tl lrr: TWR^ alru'ca tli#•L^7 rfRC- r...'I. `R,,�Hri4k..L:: ilJua. E �' 3{l. { t .€ B s_cr ➢w - � .::WALL uNT 1 tri a P. NA A J:i L H NT 'anrl rp1Fm �si� .tit AWN ^'�� t r I A;, :: t-r-,._ .Fh '' LUTi 14Y6 .v- FI J I ,r. �z w a A� �" e rEF •, .. :( .rrJa ssw.'ii. to Lb xst-� xr - IP .xcwL - U ' n. .NE Irf%rG X'�.TP, i ill tR .fit lei IVVL MnV Jnfi1'- 'Mi e wLu s 7 .ri o ._ i R1r nl;/J ,-r gSTE•E :a cVl^c.ar Q J J Ll � C I,nvn T g wp n 4. z r' L Lxls. I' ., r. _ • ..... ii isery.l5-R*^rrair- �. T a -M; r YJ 3' Y I 14r .... Ft'• 1 4 7.'R, u yu^4',,. C�..Cs1 .. :. " �a F A �H n hr ,. zl A FNJN NPxF1P5 1WI { M to sl. Ira' r c .U� 1rP t env ,. . -,_.. 11�20-31,543 n= • , ilx m.:n r<i'.r PssNDracR3P1'SaNe- ' J'10PDONAL'f0PF86T1I,M C{bSURE D_TM 1v'Y:r <rC. � L.•f ,e--l�ti.- � IV r . nRt-. _ LI �." r-LEI �n'�:.,a�'d F...;,, /'•� i��P� F"k h li IN[.{I S I#IN H'AINt.l't!,IpN ✓� J ,r}-'t' IFM,Kf111Rf{J MB11N1 W:Ilefd •'.. r�4I,✓;1 INSTALLATION T - N, STORM EANEL INTO PORED CONCRETE, CREX BLOCK Aril? WOOD STRUCTEURE5 tmwc ParRtED 1<; !`... ANCHOR 0 12 �"�•+" ,� ? conawn: BLOCK • QCREQUIRED. . �, �{� 1/4 `e lAPCGN T" _•. 14K1' 1 1-0 TEE ylpeD ! / is 1 _ rgVP.NDfi1 lT 1Y EDGE OP(KCED E Of+r,Etin F ' fROft :�'J �I� � ' 'E[K �r i �-- E.D { rz c 1 f �{ j,/t.f,+, ��. jam,:41 _.. ` II T" MIa. IF•'9EPAPAVIN- 1 E7UST114d II TD CU55. I-Nfu+D'a,t POP EKISIIN6SEPARATrON-- t %I5'o {'� R14LT rv.cc 'if TG ftA�S. �-,, ALtaINkUN PDP ` €eVET p � y 7 ( f 1:1 tJaN-scar' --�---.-,._�_ ' __ 8.-D• q -� ...,-_�-'__ b,_O. u emri w q 1 Tux. ad4t-.ml,' VAX PNEL LENGTH x' "'W" 11 p i ---`---.__} PANEL Iir4GTH. �A� I q-"SEPARA TD GItSS. E IN EW �! 1 Gt3 O'F'ANC,L. of, L. { r . II THUMMUSCREW If1 I q • } 1,4•R TAPCON ANCHOR 1/4•e TAPCC•N i I{ $ x4� WOOD `C'NCRErEPOURED ANCHOR 8 tx"O.0 DR r REOUIRED CONCRETE BLACK., Ly , .: �• REOIIiRfO. WALL NO NTINQ W�ALpLNi�N�O/ti�NTING SECTION Eli AI133i117 '•Sa• €2W SCALE 3/8=1" SCALE 3/8=1' ;1rxAlir/INNNc ,," YGEN T FLOM BUILDING COD! Non High VafocT NMrNUene Zono) MIN. PANEL LENGTH a a 4. 441 s mma T1LFLnK1. M 24 GAGE GALVANIZED STEEL StEIR#1 PANEL rr, t INSTALLATION ARE ONLY VALID FOR MAX- A.S.D. DESIGN SMALL BE 2'-6•---- PRESSURE RATING +/- 40.0 p,s,f. AND 6"--C' MAX STATE 0 �K�r BTJv/maB PANEL LENGTH. '� - I� C O me GLOBAL PROTECTION PROOIJCTS. LLC. mre - +wa s.w: s, srnm 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD,c(If(1oTu1,IaT ncsnao c Ann ,�. e, alau W, i,. iPL ,arc wwskls; rt aw wvR. rL Sna 20-175 MEMBERS TO BE SOUTHERN PINE No 3, W/ SPECIFIC fi ""•'• 11 i Aa,.. ms.ara.r 4ri-•a1 $-QW--04"Ns3-n-A FIX' (as•KNo-e-rex .lSaY DENSITY OF 0.55 OR EQUAL, fyA /� L`c Na ^"'�""""""^ . ,axl.... aMr..xs. iovr as otom M" PNPSi11NB TdMF,IWTf 5w:/aR 4 1R;sr810, o:,C. , ae YNn.. le or ie f ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �!,r �iAGslhKU'rI iTTRJr PANEL.$. MAY BENQTCH Eb ASiR flDIKED. ".r l+{3111.'!'+ 2TF5'I1TCH Pgbur DEd THAT CONNECr14iN5 AND BOLTS S^(.ITWRSNER€P ANCHORS,JsitE USJ=D writcir NS AN "f 1'i[NGNUTS FASTENED M `.sPANsABOVE4bELi3VhDB6T3ltIC.'T]ON, : OVER'AM( 41PR1WV1ALL#7M1VAN TAs i VERTICAL MOUNT ELEVATION NOTCHED PANELS ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 FIAtkr- PAN EIS MtNlMUASrORAPANEL SEPARATi0NFROM GLASS 1Inn¢ WmomNE4&E55E ESSENTIAL FACLLITIES I ' MRKkMirM i IADleEE5SrGfi ALLOWABLE ,' IN5IALLATiNS.LE55 I STA U1NSGa Eh SUREI SPA NRxnAx> G E 'THAN 30"AaOVf PAO T 90' G E _HAN AaDVE a4D : IPA! 4 3i 'f 1�13aA N4 6A&:1n�T-7.T6ia „_t3a Dln 60e1a 2.i5fn „�x'7-';If -t-4`s 130D1ry y, ,__ 6054, _la rn� 2 LaeD In --y Sob N, k 6tn 1 ! 5 0 L3o.DI n b:oS.el i .36l1i / ss 1_ 3D5.6in GAP z.3 S#n rt 5D ! _ 832m _ 609 Jn _ _..- 2531n� §$ 1 s9.9 In &I3IR m ( J 0 A 3S In _ ail N1 _z.n 2.901 n 1 a172 ? 27'.O In 51314 298i" LOADS. I I. ENTl3F SPAN SCHEDULE WITH pOSITTIEDESIGN LOAD TO DErERKLE i ALLOWABLE SEPARATION HEOPENING MI- KP4U:Ow R EPA TOR FROMT TVE ODE ONLY,CTftT 2 SCHEDULE IS REQUIRED TGn USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWHN WADS IS ACICEPT'ABLE, OTHERWISE USE NEXT HIGHER LOAD, 3, MR INSTALLATIONS OUTSIIDELSF THE WHIZ AND OUTSIDE OF E559XiTYA4 N S A I ..: SCHEDULE NOT WINO ZONES t 0,MIN U 3 T14EGtTI S SR RAT OM SCHEDULE jS.HOT REr1tiCRF.r1 ANtY NO NINtMUPtrSEPARAT)dN FROM THE PR(3TECTR,0 LNG IS. RED. - R471u,4R0 PE ^ h9AXZMlJh1 ALLOWABLE Fm.k �Y' 1FhtP i)ETGN PftEllRES;w, ` It?or Anus 7•I'.ID. -areZ, 3. 3„A w. AS NOTED IN DESIGN DESIGN NOTES'. I sCHWULEs j� o � P�IT3VE AND NE DESIGN PRESSURES CALCULATED fORUSE WL H THTS'S`(STEM$HALLBE 0E7ERMINEDAEq: H .r : M� m SEPARATE EN 'INEERIN01NpGCOROgqNGE WITH THE N1 A� - u�tYE NG.GO�� CsaSURER UIREMENTS ANp C AP.. ':'. p ETE0.I( IN I ROA. E YN x ", off..l Pr I t �.. s - #7SGE.7 M... k�.. C H.TBt. i O rH rytr -0 sib ycc De': ':'rtiN ' - - 'ei3k qq LLLL ` O p I O: E 615AN EGATIVE DES G TT 2TD L E.CAP TY VALSIES. S E ERF1 QR ANY ,t�7 L N = ' ? '= a QLl A M ASSEM6LY`ikS 9HOtVN; GENERAL IyOTES;, � ' 3 TMb$PEf1rZChTt©NN.ti4 BEEN DESIGNED AND SHALL BE FJeAICAT®iN AGCDRDANLEWiiH THEREF1EMENi80F THE FL1Ni7L'aiBU1LOINGCODE SEVERTHEDITIpN((ab2P}WR USEfNSI❑E ANb bUTST❑E [)F'IfiE HVIM. ".DOat 41 �W PER- TAS 201, 2D2_AND 2P3TfST PROT KG LS. CORTFlA T sfV;4i.7_INVESTIGATE �D ROT THE PRTa3ECT flyN.r5 UseD5HA1J: RE RESIHIC 8L1 W iURPACES T{i THl$-DfSt(Ri HICH O!G COFITRAtTOR, �ED 37"'6 OR.SPAN5S tT1�N111igi Pw .TERNATE SPAN 1ALCULATS016 A5 LP k'S AEVQN D THyT _ CO❑,t--,b FROM ADDIiIol l;S To T:1:r15 CP EUMENT CATncl 8, MILOWUM OF W LABEL VISIT ECALC 10/31543 '� $f rwi FSR 3- n C 11 T '3 act aeT BY❑IN�.15E1(P�Bty:,NST<IpE tlRAWtnOG&Lw+ti�,i�TOR19.Ci¢9�Uicei _ - _ MINIMUM ALLOWABLE SPAN SCHEDULE I xIM11aS���AI1L���� s I i ' it1Ca�ItB3��i71&E:�11Ei37GitEt� . I . ti!M1i$. .IIIi®F�t�. I t " A�1711QSI�I�.I�iCSEf�±6�11�i31'�['-iE�E�I' �" E°7F�E^Si�E�EYaall C`.° EiE'r�6'aJtEIIi - �itt�� 1i III'' �i �"3�QN10QCii��=•-1'. �aZT_"'F�lSf3�1miF�ltt�11����I�.��SiiI�IC sIEFi10 ., If�tt� • l��itiDa A N 13 Di Al T callomoNa TTaPas a4NsvLP r IFss LAN HosENo rNTAaLrA vT.L Ro 1r0T]DN, m Igo r rw 4fctPT NF 7 WNP k5 R MAN M T PDR Na SCPAAAnfMr PRPdt GrASx kS RED R :ENC'rW G'R�'fF A lrfYr331 & r�Lll PANEL VE 4M Y N55PAC'1 l4DlJRnNG C, aFNAxrarJ Asa R i $,ntLW6UR R''SRbD7di Alef.DDUT EQU R5 UNTS W t Arr,6Aar5Vr:. wtr5xe 9111P. AURURiBARA Aka'f M9 A Ug0 WnN eURDaVI HDLfN?I,MG -TINT+ n4ra AEQL RCDSEP RAYiriN flaiM ULASS3kAl1 � PEP 1}6rnit e _LIES 1ZS'TCx eDre122 a. WIlN eR WITMWT9?JOJ 8065 ANb FANfte 6e0TMWrM PANS PA9iENFis 315' 6Y1 E.S9 O.e. D S pnV � M uSIpG _r,]F CJDSU S. AAUP! N 1JaNU DNf lI7 DF Tine pattRNar - 374 6DTTDN PK PFR k ' AlL NYMB NG 9SnWN HFrtESE M5 urJC JPs aPT ,u5D1s L'/+71 ,TxdamDR i DRAWL. 1 r L OPTIONAL INTERIOR FASTENING DETAIL `' N,T+S. � OPTIONAL EGRESS PANEL DETAIL 1NTERYOR FASTENING KC. V �=1 1-�,zsa" m $x11094"3 06T' N-Z 4 Ss3s �L�Gsa"'. •� �:121" ir180" n'N" HEADER u' D.D94" �7.450" 2250" �.. aPUux" 2.250" I ---0:09A" 1 p DJ56" 11pp11"-i'•Ia.{'Dk: 1-0625,,. J ay .D.125 .,094 TYP,. ,i:'. TYP 4 �� - To_ z. ," k ..Sri..... 575. .D 2 �1. 5 0 6 0b2 ) D, � 2 D 0 A52 7 ❑ +. kP I 3.ODOF -12:C9O".�- T -.1-zo2ol zs9„'-•I:z,pna� l-- 5 �¢ �aunBwu� T-uI�EA❑Er: A��+_ �Ua-,•. a PAN aLusuaF 5 li �A :�4�`�§ I 1,51 I:SbO"�-i1S60" iIj510" F 12..500" PANEL COVEAAG[ 1 %t t' 8 380".MAX . 0 135"z'q2 ID,365'.,3kj�^55' 9.L79' `(� $,S Ir�{rr A) 190^-+f k'- SI.113fi" 34,875" PANEL t,ENIPTT" D P L = 0,545" ro' 4„ ❑ALEtnD Q,oS(1" TVR TYR 77--���- -W 2,pOC+.:�O HAY 66 - p90 nWrnw l D•215 r-�JIY Ls.:- :S � y h HlllL➢-❑OY'F'". TR Rik �" �`_ _r LIMP G 37r3" I rUs4o 6551' Ir_ -t LE4 DTRCCT3DN GTyp an 0 ra."F•-ANtl1E-�ir4ADK roF1ENDEo7 IODD' , YVERIAP_ 25' MAX. C❑WIERGLOSURE DErpiL s.xss'3 !h ae MAX, p _ -Ls BUrLD:DUT A rdnn arou rilnsuR! rklNl "'Tau J DISTANCE I a'trx �l ET I.ai 7T r'N� A41 - OVERLAP u�.11 xtu MAX. f ' 25" MAY ' MIN. I•Ctl0' - COW,EAGID$URE LiETATI EMBED /Z TIJAP>rbUkrr cLobTrnE o[TAtt V1 N.TS NFn I"n- L f r:xr Lpf � " o,zso°, , n 0035' 0D,Dsa' 4 55pp 1 �7L'ON b3P5" f1f3135' E1.1 �Y)- I tN€'•' t ❑.❑ Nx. t 1D at-i. 4 qk k"'�, N1411 1[I I NrNJNI [;ilIti41 Mk 1!l lnir ' 1 rl L; _ g - K 'G 'ADEC�LLAYELM, fi t, -K (I _ ANCHOR SPACING 34GA'UGE RANELS; PANE-FPSSTENER54 If SCHEDULE: 12.5° O:C: :I:•RRPJA HH f lah rPr 'iH It IIaMQI,�+IX A$»Sh t rt y ahF x H r � V c 9 E S yf N iL ) t t wPt c .Y a W 111III V @, a F > : s e� d tb aq ggOD'' m .. 2 °w O . N J pp : U W eR u Ft'':v 1# Q� C to R O a JJ N tk'ID.. t7Tq s m Sri„"- '� .. "�., t LL7 Q. J 1 AF •L p p Q 11' ANCHOR NOTES: r L NCHQ ED LE APPLIES DALLP UCT&CEO FIEb HEREIN BUTO LO ID A RAH 4 R T p rr H N Y-PR U E, RA E . N. MA$[HUM ALLOWABLE SPACIN6�M'XMU�t ALtOBLE6 5 P s5 INDGTEO 4 A I - WA PAN. i1NO RE .LOPS I A tN&P.AN SGH%ULE5HALLAPPLY 2 ENTERANMOR SCHEDULE BASED 3N PANEL FASTENER SPACING, THE E1'ISTi7VG STRUGTLIFLE MATERIAL, &:.ANCHOR TYPE: SriECT.DES GN LOAD GREATER THAN On E12LIALTQNEGATIVE DESIGN LOAdO ER AND SELECT SPAN GREATER H. LTO' UTTER SPA 5 N SH1JT'r T R T AN DR EGUA SN fR M, ELECT CONNECI'IOId T;'PE SEOON A1mRWRLfTf MOU GCOND ON. SEE M1iOUNT1NG DETAI SON SHEF(7FORtDFAIITFICATION OF GC1NyC3irION TYPE , ITk (... ... - L. 77 3 'PANE FASTENERS"ARE STUOS li5ED1N LYYWll CTION t: ttNG 810N5. L. N WITFIA LMCxIrN E',dTRU -TRACK, STUDDED gS ( ETC tie€ TLb O,C PANEL FA SPA TABLE W : R T A 1 STENER LING ALE VALUES FO LL°H"•AND'U°-HE D §5 IN UDI GSUiLbOUT NO tl 5 A E rl N W N ( ) 4 AN " HALL E SN5 • 1 '� : W H U .. E 5 -. HE A O CHOR,S$ a TA NAL;CORCJANCE WITH MAN F CT-Il RECDM ND TI N5, u€n A R R O L ONFORM TO ASTM C4r} g OCK, S 0#>�BO HOST U 5 LE 'LPL - H Lk w BLOCK HD S 1 c A NOT 6 MUM EM M 'T.S LL NO HIIN ANCHOR EDUCE MINIMUM tt1;D EN.. HA BT T N 0 SCH cH MaJIM BEM A D AN DES STUC th1A R AN nTHER -:-LL FINISHES iNALLFiN35H E5SHALL aE LrN1'GE7©lf4"j'043Ft3R5HALLaEEp�IF.tED 6Y'DTHFRS Ttl TRANSFER Li30.t$TO HOSTSTRUCrURE- B CONCRETE ANCHCNLS NOTED HEREIPi:SHALLBE EM86DDED TO UNvtRA- kED OGNORErE DNLk. 9 wHEREfxI5TDOG$ITGICTURE IS W€70D FRAMING; E)FtSTING CON15IifANSMAY VARY, FLEW VERIPf THATFRSTPNE)?5 PLR€ INTOA J5WATE MOOD-fRAMING MEMBF&S, NC}T PLYWOOD. FASTENING Tor ACCEPTABLE ONLY FOR SIDE CLOSU PIECE5, !0, wMEItE ANCHORS FASTEN TO FACE STUD FRAMING, F TE itSHAtL eELOGATEDtN T Na Gs A;r NE _ CENTER OF - NOMINAL i" MIN ODDSTUD ;(r' EDF - CE- 5 - E WOOD FOR U f- t 9 W FNOM x w" G- OR.0 7 R DENSITY. FRAMING), wOpD STUD SHALL BE'SOUTNEftNpIIN E"4=055OR6RF.ATER DENSFFY; LAG SCREW SHALL f{AVE'PEaLLIPS PAM HEAD OR MqCHEAD 1L REMOVABLE ANC11op5 ARE DEWALT PANELMATEI ALL•POINr5 $oL[P5ETB GRASS BUSHINr, L2 MAtI-MNE'SC EWS : ALL HAVE 1 IMUM EN6 E T OF D I T HE` ASE R FFr AGEM N TN 5 N MZN REA O 6 (� T ANCHOR PAP MY HAVE ETT.HER A PAN HEAD, TRt155 HEAD, OR WAFER NE2{D (sIPEwAr-K BbL'T) U.M:O. 13 MIN MI M.EMaEbMENT'ANR EDGE[ii5FANCE ExC(ITSES STUCCflb1LOTNER WALL F3NISHES. i4 Htaa DESIGNATES ANCHOR CONO,EfLOrgS%WHICH ARE NOTADCEFTAHLE OR ES, IS. c DIRECT M1IDUNTINGFDN MGT P 5_ ifi LINEAR INTERPOLATION IS NOr pERM1TTEDFCiR Ii9E WITH THE {1NCi'iORS©-IEDULES LdSTEa"JN THIS SHEER. WIWM _ S awl Ifg1 gB' g- 88 1 *@A a I. A . st8 I<Lt �' 011 IAll,�amdaurma:- - - cp 2.5'TI'l]GE DISTANCE T! . P u MAX D aN E¢ PNC nR' P s E RE SLLe 7YRC PaF SPAN UP TO H-c' : A ➢PTBir-ifi SC P 5FANU Tz ]6 -itl'" 'OONN TYPE C Cd 'C1 2 C3 G eFrN TYPE L"i 02 C E-0 3 CBNN TYRE C2 Id ,Ca. 1 xl H ❑❑m 3I 8 31 M OEVJAiTlFLTRAYBII 41 1 Y si 1 S 6 D ia:7 9 4 12 5 0 1 .2' &8 12 5 16 D 4iY 1' - iZ5 lbD ice 8D 125`: 6a 8; : SS 125' 15D S7" SS" 11 S' .i2.5 15b SD1 ifi,b 9;3 g B 3 129' 12.5"35D ia❑ bi 91" i 54 a "1 39 1 5' 2 E ❑ Gl° ifi,➢ Di 5::4" S: i' 4 .12 5 lfi.ff' a,l S. A i D' 6 8.1" S. 4' ' 25" 1 : 16 D &1" 5.4" If r 77 11 33 n[nAIT ll LTBAcorr ¢1 t J as i2 rz 1Z.511 iB.D GO" I60" 12.5': 16 ❑ 15-➢"' 12 ❑" 12.3" Ifi ❑ 13.i" iD,7" 12 S iq D' 16:0 13 9 125" 1 a 12.1".. a.5 _1Y 5" ]8 D 3 .Lri' 4:fi". 125 ib❑"Sa.9' ]19' 325'}SD ti.5".e6 32.3" LSD 119" 9.3" 125 1 v'13,8 & 125" iS tT 1] " 9 95 I 5" 3- lab" 9:5' Sx 5' ]EDT 11,9 6.S' 12:5" ]5 a 13,4" 4.5 .1216" fi D 1 Sk,9 9:5" 0 Wr t HFU I i M 33 INT,55BL1 SEr ArL Pt A Pr r 41 aB 52 12.9 I 1&tl' ] -.D ]e ❑ i2 5" 0' 1 T' i A' 1T " B i ❑ 6 +d 4 1 iS 3 1 z.S C IB. .' o ,Li S 1 7" 0. Y35 12S ifi b'1S6 ifi P' ]4.4 ]33 ] 2 Ili" i 1A A ib D Yf.5`1 12, S' W 6 1p 6 125 125" lE6 12 T' is b S2,S! a 3O;fi"' is 8" 3 :4` EDGE DISTANCE i -n J MAfI eN RpE9UiRE ANCNgi& P E59 TYP 8 RSP SPAN IIP.ID.n'-❑' -TYP CORN E I:.2 C3 -C'1, G4 tiVf4Y r!P Ill 11 •Ilx x 1'YP - OO N E C1 ,G2 G3 .. C4 Ff<A .IIH IbY I Is:I II' c P 0NN M E 'ti Ca `Da C3 A ' EFI IAf,!if lcF4f 41 48 52 Yz � 6 aa. SL9 i z 6Tr a T 'i2.5' Y5' i,D D 6 as, .1a 6:16`❑ '6 Lilly 1 125'" 16D 1#❑' 6.❑' ITS i o Yb; 0 5 12. Y64' 1-0 6A 13.5' ifiD 1 7' 6.0" 12 S 2 l 6 b' 16 " 16, .b 1 7 G916➢ 60' 2 -' 1 .5 SS➢ i §7" b❑ 1 :' D -07' H 1 2. S" 125" 1EA"147' E:A" 16 1 7 fi. " D § ➢ p 0.1'fXii{2"[N6Q'- 33 VLOC'68tREti 41 48 52 n L' < 5" ifi. " Y6:o' 0 iD.l • lzs'.. 1& "Lai' 0 z D" ia,s' t6 0- io.a' �a^.. L25 Sb,a L0.3 81 12 S'I&tr 97" Sfi l2S" Sbfl 97" S.G" I.25' L25' T2.5 1 D'ILO 5, i a SL ifi,C, 9:5 7 ,D B ' 5,6" 12 ,S' 1 S' i2:5"iba 6❑ 9-" 5a' Y 5" 5,6" ISII 1° S." fnb". � 174 x f 1 33 fiAPG ` 41 Rir CFAs- 49 St - T2 1 D 1D`2". 1,641, ZS i6.o il4 k25� g LI Y25'.: 3 5d 12 S i25 3 6,D Y05 ib D' 9 i 12S' 2 `.1 1 5 169 6 a 91` 9L" 12 5" ]25' 35 D 41, ifi❑ 9 ^ 1 y ^. ENNHS it M 33 Al Tr{I. 'R'sh' 41 IP 4RIf TfODD "- TAG de aLTsS it T I 12 12,5 i D' 86 73 1 2.S' 15,9 bD 51 125' 3a 5.3" a5•' ti2<S SS IT' i.➢ 12 $ N B 25" YT 4H' a 41" 12 S 1i 4" $,9 5 D 82S' 123 d 7" d 0" 6,25' L 23 A.7' 4:P" 17 3 d.T 4 ❑' b.29" 2 , d. " 3 4.T A p.237' N 0 C_ U) -Cu U N O C .� U N N '0 U O O 0 Q O c� LL o "u) -0 ^ 1 L_ lil o L- (--' -0 . = �% i Q 0 OO .0 .o w m LWN w ccz o co C N_cc CC24 a co ai > a � E r» C, 3 4V m w ai sa 9 6i' • � y, N a� t: E: � o C U - iCD Cn i -+--a r/ / \V 0 0 C:L �a U O L� U W LLJ Q Z Z Q J n SHEET NO. SH 1.5