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HomeMy WebLinkAbout6759 Ripple Pond LpP -r ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room - ABV orAbv, Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rea Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ft . Footing REQD or Re 'd. Required BK S Bk Sh o H r B 0 okShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL orS.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Gig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thi#�en D or D. Dryer ILL 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 UNO 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 DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Ae;chor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf 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) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 01/21/11 1.0 NEW CONFIGURATION 08/22/11 1.1 REV 1501 KITCHEN 09/14/11 2.1 VALUE ENGINEERING REVIEW 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE 12/19/20 5.1 FBC 2020 CODE UPDATE 02/18/22 5.2 NEW PLAN NUMBERS PER C.M _ _ _ :. �-` �i,.;:; — _-..__:. _ .. „ v�,. w ' " ^Y�,; �► .---. ___ _. - _- -- r, �;rzzwk5a7s.;�Y;, - -. _ _. - zt��ark.,�,.r..;,•2tew,�F'.; w.� ����������►.. y. �wr. ter• " � ;a. ON ON IN � - - l - i'I _"Wit ,- -- : _ , - �..._.___ M ■■■ �■■ — ■ ■I —MEMNON ■ El ■■ . �_ �,f■■ � _' 11 IN M ICI '�I' - - 11 III ■■■ ■■@MMMM■ 6 UNIT TOWNHOMES_ 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 BUILDING PLANight 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 FP-1 FIRE PROTECTION DETAIL SN STRUCTURAL NOTES SN1 DETAILS S3 MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS T_ _ PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. >�a -- X C a -0 "0 ' LIM` . 'V O t� CL) CL_a ,;/3 O O 3 ,� L) yy 0W wQq,��,��`6ii°��5I9ff+ff 'sbz�,• �b c.t �d o C3' o �d �P Il�.c�a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W "oro E Q 8 0 ,+ V N r p N 0000 Mf � m v xc � 4 J LL u- LL W Z M = °' a U) X-�•MC' o � omNo o W ��04 m w Z Z ¢ ILW ,� � N O U O Z U W ❑ El O Z N ch o z � � z o � J M Ln z C9 0 „, 0 W o N o~ w �tn � yes ca to . F- 3 Q o Cco w o Z JLL- E y ¢ o� Fz 0o z® ❑a ~ o 0oU Z N <¢°Z ao ¢.o w? �, i ro � ai Z2 R. w o mE 0 l ZW < Z J aw Zz �nC Cn s Z so W Q LL a Uw r ao � - o mz <� =3 W 0 IIIIIIIIIII' Ww zla '0 'M U 3 �N 0 > Lt7 i/0 ui rn o > LO O r r O M Co O ai T Cr 00 U) 0 1— m ♦� N Q 0) N O O^ Cfl T 1 l � �� Li J r- o E Z E M co a U Z Q pcc °i JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. r TEMP BIP SHOWER ENCLOSU ON CURB WIRE SHELF 000 ® 0000 WASHER DRYER (OPTIONAL) (OPTIONAL) Z( I � LAUNDRY OWNER'S SUITE 9'4' FLAT CLG. CARPET 3 NOTE: FIN. WALLS TO BE FLUSH FIELD P-1 VERIFY 12'-114' 5'-114' 286$ 2868 000000 0 `° 0. BATH DW o 9'-4" FLAT CLG. TILE U -- Ca - 3'-0" 2" 2-9" g2 2 0" 32' v - TI KITCHEN - T K2 INTERIOR UNITSZ( _ FLEX ROOM a SHOWER REINFORCE WALL @ tT TO 19' AF.F. FOR POSSIBLE WALLHUNG BENCH SEAT PER ADA REQ. 2x6 BACKING REINFORCE WALL @ 3T AF.F. FOR POSSIBLE GRAB BAR PER ADA REC. Mgt ADA REQUIREMENTS - BATH CN CD INTERIOR HOMES 119 - SHOWER OPTION BATH 2 00 I LANAI 9'-4" CLG. AFF CONCRETE 10'-10" 8080 S.G.D. �I 7O CD / 3 L0 WIC '-4" FLAT CLG I Ca CARPET I Ir o v r 1 I I 3' N LIVING ROOM 9'-4" FLAT CLG. CARPET T- 13'-04" DINING 9'-4" FLAT CLG. CARPET I I M /%�� O FLEX O I I I - � I I � r(� o II ROOM II II _ 9'-4" FLAT CLG. I I N oo l i r - o w I p CARPET I r c%� III D/W I K2 f Z r KITCHEN - II 4'-9t' I I 9'-4" FLAT CLG. 5'-6" 4 I w/ STUDS G TILE SIM. w/ SYP G @ 1�" O.C. S3 REF STUDS @ 12" S3 "v 5'-04" ra 3'-4" 5'-0" 2'-1 " O.C. r rr �Tr I Q - S4 D o 5-SH - 0 2068 BF °'�68 M - DC� N H 5 N53 o 5-SH H4 L 2868 - ----- ---- HU 2868 0 868 b 4 (3) 2x4 #2 SPF w/ LTS 0B LAU N. I HANSON BOX BATH 2 w/ 3/4" ANCHOR BOL & 9'-4" FLAT CLG. ;n I @ 36" A.F.F. 9'-4" FLAT CLG. (10) 16d NAILS TILE I DRYER VENT TILE DBL. �� THRU ROOF R&S_ _ LO in 2668 BF N 2868 SC 2868 2668 BF BUILDER TO EDGE OF SLAB 2" PROVIDE BEYOND WALL - - W H. APPLIANCE 5'-6" 4'-94' U-04" 10'-8"I\ /I O PROTECTION Lm-�WHEN REQUIREX1- UPER FBC FOYERI"�NOTE: FIN. WALLSTO BE FLUSH FIELD9'-4" FLAT CLG.VERIFY TILE BEDROOM 2 G.T. 9'-4" FLAT CLG. CARPET _ - 1 ENTRY 10 r 94" CLG. A.F.F. C14 CONCRETE 1-CAR GARA E EGRESS -- i - - - - - 9'4" FLAT CLG. AFF CONCRETE I (2)25SH- - - - - - - - - - - - ------ G.T. - O O _ I 1 00 I I _ 24" 9'-01, I I K I i i S4 1 0 I I m _- I o I I I zi 8070 GARAGE DOOR P0 ". 11'-4" 1' 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 11 114 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 112" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38 J 18 2 X 371 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 2 x 62 2 S.H. 16 20X72 182X712 S.M. 1H2 271/4X26 26X252 S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 374aX26 36JX251/2 S.H. 23 37 4 X 38 s 36 2 X 37 3/4 S.H. 24 37 4 X 50 s 36 2 X 50 S.H. 25 374X63 362X621/2 S.H. 26 374X72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54X388 522X374 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54X72 522X714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1397 - FLOOR PLAN SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ( +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE. WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6, Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'4' TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 V-0" TOP 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 TA B U LAT I O N 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 SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. >�o N _ ® N X o Lr 0f3 0 N Q N >.. 3, W a O O Xp���b@SI16lf! Ft F` A .� ✓°`*SSE l) •Y �N ®, ` r co qq o per I.. Q•. f? 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 E a 0 co 8 in.0 � J M M V LL / N J J -uj LL LL W a d a c f0 ZV U) T y L- 1 o W�°'°' m J IL L < N O U < L) Z W El ❑ 0 a) z N Oo - z S (1)z o Q J -IML d � r` IV U) z LL (3) c9 0 � -1 LL W � � U OLJJ N tNls W E 8 I I z U o rn m �m r-- co z co co o Q LJL Q E ca O zo �o >� Z® X� �ca �o z N aoow zj! w w z �J ro C ¢o z -2 m� o Owz � �m z <w a z pn z �w W U Sao r � o� �3 J o Jz OF � �t 1. 1a za o 3 =N 0 > LO � B O O LO O r r 00 � co 0 Q M � t 00 U O m Q _ O CD N C= N O Q 00 r d7 L� LO LO T E w o ro �0� Z ZE E ca a U 0 JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 2 4" Ti T-3" KITCHEN - K EXTERIOR UNITS REINFORCE WALL WIRE SHELF @ 36° A.F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER ADA REQ. v O 0 0 0 o o ® REINFORCE WALL@ ~ 1T TO 1T A.F.F. FOR POSSIBLE WASHER DRYER WALL HUNG ? (OPTIONAL) (OPTIONAL) BENCH SEAT o O rPERADAREQ. F- LAUNDRY f NQ _-v)) - F_� I EXTERIOR HOMES SHOWER OPTION BATH 2 M BACKING y Mgt ADA REQUIREMENTS - BATH 14'-0" 13'1 1. T-8" 10'4" 1 V-8" 3 D-1 EGRESS Q OWNER'S SUITE 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY ■ 11 11in" I:o 0. BATH 9'4' FLAT CLG. TILE 06 WIC '-4" FLAT CL( CARPET z,-r", 2' LO 06 CV 60"x36" I HW . ANTIL \ TA. F.F. R&S 5-SH REF 2068 BF I K1co 9'-5' I co W I Q1 LF CHEN �IFLAT CLG. STUDS 42" HIGH TILE 12" O.C.1 1 KNEEWALL SINKw/ G I IDIYS3 ---� D/W I "T- - - -I- Q A L-- -� I I rlriiiiiliiliii ILilirliliiiriii I O V668 �' H4 O " f7r_ i Irn B I 1 t IN LTH 2 4 � 1.• BUILDERTILE TO �r APPLIANCE -�' PROTECTION Is 4 WHEN REQUIRED PER FBC 7'-04" _ _ _ 4' I , _22vX3 I ��ATTICHA - 1 1 L_&_CtE S,J fl 10 1-CAR GARAGE 9'-4" FLAT CLG. AFF CONCRETE EDGE OF SLAB 2� BEYOND WALL -----------------, I I I I I I I I I I I I I I I I K Id I S4 I I I I I I I -----------r---------- I L NAI 9'-4" CLG, AFF CO CRETE 2'-0" 8080 I .G.D. OI F I ©I I00 N A S3 LI ING ROOM 9'-4" LAT CLG. CARPET 1 3'-6' FOYER! © T 9'-4" FLAT CLG. 9,-4„ A TILE I CRBT I `Ssy I DINING 9'-4' FLAT CLG. CARPET O _p 9'-114' Q S4 I S3 S3 8 4 T-O" (3) 2x4 #2 SPF w/ L w/ 3/4" ANCHOR B I (10) 16d NAILS II TS20B DILT & M ;- FLEX ROOM co ui `n I I 9'-4" FLAT CLG. II CARPET II O W 2868 > 4' II 4„ 3' 4" 7-34 CV -------------- qr i HANSON BOX b 1 @ 36" A. F.F.LL r -- I �1 " _ DB 26 8LL - (° BF 1 w R&S 1� 0)r----- - U � 1 06 106 2668 1 BF i8 DRYER VENT THRU ROOF G.T. f BEDROOM 2 9'4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD - VERIFY (2) 25 SH 2T-0" no A S3 I _o 00 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 General Notes (2) - 1 3/4" X 7 1/4" R302.5 Dwelling/Garage Opening/Penetration Protection H8 LVL 2.0E Fb=2950 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 sleeping purposes shall not be permitted. Other openings between ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND the garage and residence shall be equipped with solid wood doors REQUIRED STUDS not less than 1-3/8" in thickness, solid or honeycomb -core steel LO " 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 12 20 x 26 18 4 x 25 i S.H. nonmetallic class 0 or classl duct board, or other approved 0 13 20 X 38 J 18 ' X 37 1 S.H. material and shall not have openings into the garage. 14 20 X 50 J 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 x 63 18 2 X 62 4 S.H. shall be protected as required by section R302.11, Item 4. 16 20 X 72 18 4X 71 4 S.H. R302.6 Dwelling/Garage Fire Separation. 1 H2 271/4 x 26 26 X 25 J S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 1 Fi3 271/4 X 381 26 x 371 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to 1 H4 27X 50 26 x 50 S.H. garage walls that are perpendicular to the adjacent dwelling unit 11-15 27aX63 26X621/2 S.H. wall: O • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or rn 1 H6 27 J X 72 26 X 71 1/2 S.H. equivalent applied to garage side. 22 37 'X 26 36 J X 25 1/2 S.H. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. r O 23 37 JX 38 8 36 JX 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less T than 1/2" G Bd. orequivalent. Gyp. 24 37; X 50 R 36 J X 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bid. or equivalent applied 25 37 J X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 37 JX 72 36 17 X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and F_ 32 54 X 26reater 521 X 25 S.H.S•H- than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable 33 54 X 38 J 52 J X 37 i S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 5011 52 J X 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 0 35 54 X 63 52 -1 X 62 S.H. with window fall prevention devices that comply with ASTM F2090. 0 36 54 X 72 52 X 71 S.H. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 7 F- 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier v 00 complying with R4501.17.1.1 through R4501.17.1.14• M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 T-0" TOP OF MASONRY WALL 40 M TYP. 2x FRAME WALL BEARING WALL UNIT 1500 - FLOOR PLAN SCALE: %4'=1'-0" 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 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11ti3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. > o p N � M U (V . m X CL t� 'z3 C3 L Q c (N `C coo M < 10 M N U N .S2 r J y (1) a_-0 SLS to •.O O L -0 ,f OU, ali9§$FIliltciii ��aa ew ;`G o .°if ttyy0. Wq 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 W �E M g00 4 0 0 _00 m 04 co 3� W N � 4 N �r-t­ :R 18 04 rri V # t� Qj M `q J -11 LL �- W a U ul - a �a o o W 02, o W c' °' on J Z mZ a IL N Z O U U O W 00 Z N o o z 0 6 Q J - U) N z 0 0 Q) 0 l2 1 ,ITfVC w C U 0 L-U o N .) N•s C6 r- U J 8 sl . =/� y zlf. V O y Q 0 em o w M M z z J Q z o u, O z � Q N Z od !iO U 00 z0. O E N � d qoi o 0 a �W W. L _ C =y wm o O z z z N ¢w [n v Q 3 109 ° W 3 ¢o Z w a X F >° IIIIIIIII� � `M a� 0 `N L > LO CCIO O O IL.f7 o 00 co Q Cn "1 4 60 OM 0 N �• E ) cli 0 [ L Cfl 6 _` T 1 Lo J T o M 0) Z Z m E E c a U � Q p JOB NO : 22-03338-03333 SCALE : AS NOTED SHEET NO. 3 27' NIT 1500 NIT 1397 COMP II I II COMP NIT 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 SF. TOTAL SQ. FT. 10854 S.F. O N V N .n X 0- +Q, "QNt cr3,� m (D (U . E `= Q C) T G) C > - A O O C, U J z ()/ --j INZZ ° 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 0 a co 8 Q C)NC N n W u> °r° N A,,�� S - 0 Yk LL a N Lr. � L.L D. V W _J Z W a U) w _ � ClZ Q LLWW�01°' m Z N OU W ❑ El M M O O 1/ Z N O IR QQN O Q Q 7 J h M U) V O L QX L, W g � U � O W g Ln C N� Ln C LU t0 L V O Q u� o N 14to, Q W Cn J z' g z � L.L � zo o yo Q O U W a� z® B -_ x U 0 O rL O Z F a G O Q W WZW � J L C/J 0 O m ~z ° za w N Q o¢ go a yw W T W o� a JY =3 �5 O wF �o a VCO' zl¢ 10 _ 0 > LO (600 co O a, co ¢i M � r Cr 4 00 vJ mo Q 00 N N 0 Q C� �1LID o E W //��\ � 0) y z z E E m `m = CU a 0 -j Q o JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 4 SYMMETRICAL 26-8" 26-8" 27'-0" COMP COMP I ■ — — — — — — — — — — — — — — — — N -# — — — — — — — — — — — — — — — ^ ■ COMP - - CV i - - - - - - - - - - - - - - - - [RAF ------------- =%,. -- LANAI Is LANAI I - - LANAI — ■ I - OWNER'S OWNER'S - 11, NJ . SUITE - SUITE OWNER'S - SUITE - I , LIVING - LIVING - ROOM ROOM I 0 I i -_ LIVING I I 0. BATH f WIC j O. BATH I I � WIC i I ROOM _� 1 0. BATHit O _ DINING i i i i DINING I IW I WIC I _ - r 1 /- _- - - - - - - FOYER !, I � II II - i O o i FLEX II FLEX I I II // O / O � I - Q li I i i ROOM ROOM Q li i i i i i _ a KITCHEN o o N KITCHE - I i i i i - ITCHEN h _- I II II I I I II DINING _ I Z - ' o ' - r771 AH Fn- , BATH 2 lF',', f I AUN. BATH 2 BATH 2 LAUN.. I I - ■ -- W.H, ----- 0 (D ----- I W.H. W.H. o AH ;; FLEX ROOM II II II II Tit I\ /I I\ /1 O LIJ FOYER FOYER'-'�-' L_�'� --------- _ BEDROOM 2 BEDROOM 2 1-CAR GARAGE ,� 1-CAR GARAGE - - - -- 1-CAR GARAGE - ENTRY - ENTRY -------------i _ I r------------ r------------ - I I I I I I I I I I I I f - I I I I I I 71r!it BEDROOM 2 - - 26'-8" 26-8" 27'-0" 80'-4" SYMMETRICAL UNIT 1397 UNIT 1397 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` 0.' , (Y? L ,v Y r ice` W -x _ U R— Q Q M " o � ) 0, 0 C: L) L 0-off. x\\\ fl\N N 4 a� '�lP,J�Sa��frlass�f4\�a`° To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0t E 6 s U SO cc N r o � un J LL �- 555 a 0 13 O f 6 N Wn� I m Lu Z IL � N Z d J Z N OU W ❑ ❑ M Q z N o O O94 z N �L iz Q a � M N z Q) Cn LL LU � WgOft V) ( w U w � U o °J W 0 Q O N� O Lfl W M M i O 2 Z U_ E z > N ¢� Q o ;_ O0 ¢� z® W� co t— O E CD, 20 iC U ¢ 4 "o ¢ 00 O CC dz w w wo w� Cn C OY `Dm °w ZM C/) GJ ¢ aw z U)J W 3 � 3 0n aZ �w W <o r mLL 2� F O co � u oza ?O °3 �N 0 L > LO CC ui rn O i ^^++ T 00 0 07 c Q M_ � U /lid V� 00 r�� vJ O m O _ O N Q 0 <MM LO CU 1 T �.{. L T N Z z E a ui n U JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 5 PLATE _ — PLATE EXTERIOR CJN PLASTER ON HDR HOT. _ _ _ _ _FRAME S.-CORED BAND FIN. FLR. 8"SCORED 12 6F GABLE VENT 4"SCORED NM II I ON! TEXTURED 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS loin -II 1 NN i1mi 8070 OVERHEAD DOOR 10-1 11111111101 1�lI[��II�I 8070 OVERHEAD DOOR OVERHEAD DOOR 4 T-4" L FLASHING—,,,— 0 "Al 11 oil ma 1J. ■■soon ■in ■■ ■■■ 1 - _- ■■■ ■■■ ■■■ goalCEMENT TIOU FINISH ONG.KU. - inini NUNN i0i NOW 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) 4101--inly FRONT ELEVATION SCALE: 1/8" = 1'-0" CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (rYP.) (TYP.) (n'P.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S LEFT ELEVATION SCALE: 1/8" = 1'-0" CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION SCALE: 1/8" = 1'-0" FINISH ON C.M.U. (rYP.) RIGHT ELEVATION_ SCALE: 1/8" = 1'-0" EEP EXTERIOR PLASTER ON FRAME SCORED TEXTURED ELEMENT SCALE: 1/4"=1'-0" FOR FRONT ENTRY DOORS SCALE: 1/2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for 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 FRONT ELEVATION SCALE: 1/8" = 1'-0" CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (rYP.) (TYP.) (n'P.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S LEFT ELEVATION SCALE: 1/8" = 1'-0" CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION SCALE: 1/8" = 1'-0" FINISH ON C.M.U. (rYP.) RIGHT ELEVATION_ SCALE: 1/8" = 1'-0" EEP EXTERIOR PLASTER ON FRAME SCORED TEXTURED ELEMENT SCALE: 1/4"=1'-0" FOR FRONT ENTRY DOORS SCALE: 1/2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for 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 o ��o N U M LL - co ; N Q .p CU N �• � L Urr � N C C 0 0 cv_. W� ? O �'.LU , r ft��r e���1i��`t111111111It J N Jf/ t _ <� O< Wi• .,ems •. F � � ,�°� °,,.= �1jf�//'� al®`® F ES 2//111 f I I I 11\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. �f Q (V o v w b C to LO C 5 V) N rn�na (A M d # a Q C J LL J LL LL ' a w 0 Z t °' a vYi o� i 0 W 0) `° " 0 CP m w IL Z Lo CN Z Q J Z N oo a 00 W ❑❑ U z N M z g z a N th z �Ul � U o w U .E ME Q)V) 0 L„ g �N U) was f6 r— U) U w INSC I =� N I U CO C � m ° �� o co co z z o Z a g J ti ctTE � o z o Wo <L ZO �OU F— 00 _o_ V O d Z Z N L woW ¢o a? - � C z2 12 'm m� G ZLL Z in _I <<w N fN/3 N Q Hw p � w¢¢ LL Zi qZ J O aZZ N W W U aLD o o << w �o a x r U,= z< OU3 0 `N > Lan Cn > ui rn 0 O O LO00 I� r CO 0 O M � r 00 U) o m O Q F N N CN O 0)Q Cfl 0�0 T I LO LO T— N N A V O 0) N O Z cc E E fp a U � Q p � JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 6 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH a Range O HVAC MAIN 0150=20 tF200=4'10 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 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 WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q% EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kB PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) P TELEVISION (OPTIONAL) T©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR ti T J OPT. CEILING FAN (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. DISC. COMP. WP GFI VERIFY METER LOCATION WITH BUILDER I` 3u I k N 4n o r PLUMBING RISER SCALE: NITS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1397 - ELECTRICAL PLAN SCALE: 1 /4"= V-0" W A� 1 w x V N ca. X CL, ,U_ t1 N -C co �- a) C 6- 0 .0 as Q* �' G) tU 0 0 3 U `- tf a � 9- Lu CV N 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a E o gg /a ® Ncb o 0 m N t ���� N CD� � / V' ts LL W Lu a ti a Y Z M m� � r103\ W N W Z IL 0W m W ,ro M Z c ZN OU < W O❑ 1 z Na o z N z � � r/ J E3 U ^ ' ^ ' N M 00 VJ _ � — W U LU o U) uaa U � w r J 0 p 8 mi` t 4 _ ; z. U 0 U)uD 0 ® 0 N 1� W Z M co J 0 Z o S Z 4 ai EE O o <zoN O -0 > o Z co ' 0 V n, t— CD Eo x g &¢ ¢z D' o1 Wz GV fu L o �¢ o w Lu m ' C y V 0 Do 0 Z J wai U QW 1` 0z N w 3 0 Z d0 V w o �w z= C' o� Z 3 j O J � ¢ . 0 .IO x III CD z it a 00 ~ 0 ACV >U-) Cn ui rn O O \ 0 ILO it\ t CD O M co ai 60 r U) m O Q 4_j N N O CO I _N11.0 r E M 3 0) N z z r E t6 coa U � q p 3 JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 7 WaLl 'Ali6 i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or 11L 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 PEPP DUPLEX OUTLET ABOVE COUNTER tt�W.P. WEATHERPROOF DUPLEX OUTLET �G.F.i. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O) EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) [D] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN 4 IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP 4 to lights & owlets 2 to appliances and GFI 0 to WH to Range to HVAC '`y MO 150=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 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/ LOCATIOP BUILDER WP DISC. Nf KITGTo dE VVI �0 3 2l� V i R ilv 3 �( 13" Air, AIN PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1500 - ELECTRICAL PLAN SCALE: 1/4"=V-0" � ~ M U cv ; C�pfr3. Co X .' LV CL .0 O }- .cyep�...( t,3 0 r � 6- 0 N i cc = >>LL 0W CN C 0 CV N 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 Engineers signature and seal. W O M 8 CV p V N O ® 00 M W N r-a y/N U)r- 04 C� ik W ,•�}I V W J u W LL u 0 Op J = 0 Z to C d U) 0 _0_ W o `° INco o Y IL IZ 00 N d J C) ML ZN O U U W OD 2 N M N 0E3 � o � N M � � a (D 0 Q) 0 +� t13 r.l.l U O_� w w �cn (a I— U) U LL, 3 I a U U) m C CIDco w z M ZO Q u Q E o T gp >� q� to O U 00 �U CDQz0 N �¢ '0 ¢ o U Q Wz 0 . ti L CO oY U m� ❑ o, Q% J y m W U) ¢ " z ZU ' Q O G ­ U a NW C) W o Q ONE w WF 23 01 YO � I z1¢ 0 � � ON 0 U-) (o rn O LO n Q O C� CU Q M � 4 r �..i07 00 o U) m Q 0 F=-- N N Q 0 r 0� U') O N�„r ♦ iii Z z E W � M c a U Q p JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 8 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN LU CONTROL JOINT DETAIL SCALE:1 112"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) (GRADE 60 STEEL) 0 INDICATES FILLED CELL W/3000 PSI CONC. W/(1)#5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) (GRADE 40 STEEL) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5x5x3/8" A36 STEEL BASE PLATES 1 1 5„ 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 rFM24BOLLARD DETAIL 2 4 SCALE: 3/4" = V-O" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL SYMMETRICAL POISONING 26'-8" 27-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-O" 14'-0" 12'-8" 3'-8" 7'-0" 3'-0" 3'-8" 7-0" 3'-4" 3'-4" 7'-0" 3'-8" N L A AC PAD :ACPAD: A L N L TYP AT AC PAD S3 S3 S3 S3 S3 S3 53 LANAI + + N 2'-6"xr-6"x1'-0" —I 2 6" x 2'-6" x 1'-0 ■ I 1 ■ w/ (3) #5 E.W. // \\ wl (3) #5 E.W. wl(3)#5EW. �1A- �} II // \ _ 00 ,It II(2)#5VERTICALS �� 11 MIN FILLED CELL ■ I I/ \\ ■ O I I I (2) #5 VERTICALS // I I \\ _ (2) #5 VERTICALS 80 ■ I MIN FILLED CELL I ( \\ I oo WHNFILLED CELL S PVC AIC CHASE 2 #5 VERTICAL60 WIINFILLEDCELL I M I 2'-10° $'-�" 1'-6° I f/ 00 \\ I 1'-6° $'-D° 2'-10" II - // I \\r 3'-0„ 8,_0„ 2, 0„ I 11 — _ 1 IIIILA . I-"— I I ---- — -� T/ r ROV DE 1Y"RECESS FOR I I \ �- ROVIDE 1y" RECESS FOR9-3112" r 0o - —J I I ■'rROVIDE1VRECESSFOR F- SGD. REFER TO MASON'S M f CD \ SOD. REFER TO MASON'S II SLOPEFORWIDTH 83 I // SLOPEFORWIDTH . REFER TO MASON'S I 1 PE FOR WIDTH I 3 I 32.6"x2'-0"x1'-0" M I wl (3) #5 EW (( ■ I IIit I) I I A S3 i i oo 'I PVC A/C CHASE �/ I o / PVC A/C CHASE \ o0 `i ,I `° \ ` � I TYP I �,J I //' o CD I o i II ■ I II ) I // Cl) \\ FILLED CELLS @ PARTY WALL I TO BE6-8"O.C.MAX AND @ 0'-0" ELEV. I I o ch — / EACH BEARING WALL LOCATION 9 \\\ V• I FIN CONC. S B I I o FILLED CELLS @ PARTY WALL 0'-0"ELEV. // // C) II (\ \\ 0'-0"ELEV. ■ TO BE6'-8"O,C.MAXAND@ IFIN CONC. SLAB II // \\ FINCONC.SLAB \\ EACH BEARING WALL = 00 // '41 \\ LOCATION V I I ■ C.J. _ `' — — — (— I I - rI — — // — 7'-6" — 7'-6"— I I I IG +a I Ni YSLOPE =118" — _ _� _ // G.C. COR _ G.C. CORD. \\ P� 1`0" OR LESS I T i i r — — — I \\ // T/ SLAB 00 T/ SLABCD oo 12"MAX 11 1112 '-9„ co I I ®\ Co I I (° F-_ I I I 4'-9„ \ I // III I / //� \\ /./ U PROVIDEI/2" 9 1/2" I G.C. — x T/SLAB (j'.T-71 RECESS FOR FRT. DOOR I I — , / i ) I 7 ELEV. APPROX. 1.1/2"BELOW F.F. I I r — // I T II O I I I o J II I I // FILLED CELLS @PARTY WALL \\ r — 1 TOBE6'-8"o.C.MAXAND@ I\ h (J \\ I I II ♦ ELEV. CAN BE NO MORE THAN 1.1/2' I I` h ��II — II // 8'-2' EACH BEARING WALL LOCATION \\ 8 -24' L — a, ■ BELOW TOP OF EGRESS DOOR I I I 6'-2�-— — _ —, \\ — — r— THRESHOLD, FIELD VERIFY ■ co p S3 I I I �I O I� _ �3 I I /�' 2'-0° x 2'S" x 1'-0" S3 I I I �— #5 E.W. 2',6" x 2'-6" x T-0" \t\ I y #5. E.W. L r 7,�n I 1 — — mod, 11 wl (3) Wl (3) \\ �Iv — — —I „ S3 —�� — — I I F _ I ��— S3 i� ■ I � � 11 ,�� r ll I I N II o — ■ O Il I 1 i•� i+') I a r — — — — — — II N I III I 9 2" ( I 1\ 9'-2" I N 15_ 2, 0„II 3, 0„ �) 2, 1 10'-101, Q Miv 10'-10„ I / _ I' 15'-104" I m CT 15'-104' ■ 3'-0" x 3' D" x 1' 4" M (4) #5 E.W. , 1 = \ W.H�/l U / 11 vF 1 J _ _ J -3112" I — — — — �— — — — — I -31/2" — — C.J. _ I \ r I r / 1 �' ■ FM24 Y W.H. N K I I K N \� H. I I _ 2, 74„I 2, , , S3 S3 2' 74 I <> I I K s3 _ I I I � BUILDER TO I FM24 w I PROVID 1/2" x 9 1/2" I FM24 ROVIDE11/2" x 9 /2" ■ 50 SO o PROVIDE y I RECES FOR FRT. DOOR I I ECESS FOR FR . DOOR Cl) n APPLIANCE I `rN UILDER TO PROVIDE c2 I PROTECTION L_ i�i BUILDER TO PROVIDE I I CD - I I I I PPLIANCE PROTECTION — �r I d — APPLIANCE PROTECTION o Pi WHEN HEN REQUIRED PER FB I I WHEN REQUIRED PER FBC `t I I REQUIRED ■ ■ ■ ■ _ PER FBC 'I I iz"MAx. / I I ilz"MAx. I 10'-6" ■ I I N I I I OP ELEV. APPROX. 1-1/2"BELOWF.F• I _ w I O I I I "' I - I T ELEV. CAN BE NO MORE THAN 1 112"I Lo I I � I o �J, IJ I I BELOW TOP OF EGRESS DOOR `�' JJ•• y I �' oP pp CV THRESHOLD, FIELD VERIFY L — — — — — — — J co 7'-84' 8' 1" 11'-24„ 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ L 2'-4" T-O" 2'-0" 2'-0" II T-0" 2'-4" L ELEV. APPROX.1.1/2"BELOW F.F. �MORE ( I s3 s3 I CAN BE NTHAN I 112" ■ ( , IELEV BELOW TOP OF EGRESS DOOR 3 i I I 4'-0' 11'4" 11'-4" 4'-0" I THRESHOLD. FIELD VERIFY FP 1 I9 I I 60 o I I I O0 I I I zoo L — --J ; L-- -- J L �— — — — — — -- —j■ ■ ■Ar 40 It ■ ■ ■ ■9 J.1 J.1 + S3 + J.1 S3 S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-0" 4'-6" WIIN FILLED CELL W11N FILLED CELL MIN FILLED CELL 16'-0" -2' 8'-0" 1'-10" 1'-6" 8'-01, 1'-10" 15'-4" 15'-4" 1'-10" 8'-O" 1'-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" i�UN; 03 X C ' � ( LO V C y (D n — C n C, Co (D 15 L 0-. 0 S3 ;� 0 0 a. 0 Uj i .� 4•• N IcDb U v�'-�Q 444 0 rLO '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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E 0 8 o a .� m r o N M U) ". J LL LL LU a — a a u) Z m c � 0 i Eac? o N ��pj O� w m .1W� ` 04 c`CL IL �') Z ¢ J z cv O U W V M � Z (MV M 0 z N � n � Q rz r V) z v o (6 w U Ow o c/) c N �N � U w U L Q co w M w p Z c J O p 0 Q N Q E Z© XO OO °� za� N ' ap ww fu c - c Z2= oY g mo Oz Zr >Z Z � �oZo O; �O o- a w W U 3 i z a� J � J= w =3 �� o co �7 m a r S c ^, > Ln m 0 j to 1� r O 00 a� CID ¢i M � T 4 00 T W m Q +J N +_• C 0*) N :? CN Q OO co T LO V) r a) W o c E d ca c cu a E U -j ¢ 0 JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 9 IV —ROOF SHEATHING SEE PLAN SEE PLAN DORMER / TRUSSI 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 IT AT 32" O.C. ROOF SHEATHING VARIES _ 2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP. 2 DORMER DETAIL 11 O SCALE: 3/4"=1'-0" TRUSS OR CONN. ./ A cn177 oTr r7 WALL AT 3P1 AND )TU D 3 DORMER DETAIL O SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A a SEE 1 FOR L-t ADDITIONAL INFORMATION UNIT 1500 TRUSS (SEE PLAN) 9'-4" F� BOTTOM OF A,a< BUCKET EACH TRUSS (2) - 2 x 8 SYP. TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT CMU WALL SEE (2) 2X8 SYP P.T. LEDGER w/ 8( (2) ROWS OF 1/2" TITEN HD PLAN) STAGGERED @ 24 O.C. w/ 5" SECTION AT LEDGER EMBEDMENT 0 SCALE: 3/4"=1'-0" K o a o 12" 1` 6" I- 6„ L 6„ STAGGERED ELEVATION A -A UNIT 1397 GIRDER TRUSS (2) TITEN HD EACH SIDE OF GIRDER & @ END OF LEDGER SYMMETRICAL SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES 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" to, UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 1 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 - 1 Old x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Old H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8- 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 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" SIDS 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR. FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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 SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Old x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Old x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102H INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER N N N f...-(A) 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 <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. ISO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -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: 7/6" EXP. 1 (2Y16) or 1/32" EXP. 1 (3716) TILE: 15/2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2"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] 0tico cli X, Im U_ tL 0, L_ Lo co t) Rf Q_-c-vY �nyy y W � L _ C ,E <_Q O� t`0 Or - 0 a) .0 a7 sa ;n o 0 a V 70 ?CL OW � 1• CNA � U o .A0 C�r.. Y� fir °ej a°e t 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 01 Q o Cq 8 O N O N .0 � N n 7 LL7C9 N O # ri Qj f7 mil' J LL 11 13w LL W JwLL a. Z —o o- Y m c C, n o W L- @ N Z LLO <n c� m w F� co Lo N Z <co Z N O U U 0- W ❑ ❑ Z N M O O z W ¢NN z O Q Q d: J to z (9 0 4 0 l!) l/i w o C � ti06 C) c zE 1 w U 'oco tffil 4 w z M M z o 4 J_ ce E E zo oo � >� as �e XOV ¢a 00 U O01 z O 1= N o *o ¢ a z �W v L rp t_ - C:yz � zp2� z 2Y m , o Ozz ¢w z rn ¢ ° z go Q� oa a �z W w< >° o CD a �N 0 .i >U-) � m O O \ > � LO 1� t— O O a� (o Q M � CO U) o m O Q __ Q N N 0 00 N > rVF• T L t- E O Z E E Co _ EL U _j ¢ p JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 10 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 Ridge " No Upper Ventilators 1/300 Rule Vent AmAmt. t Off -Ridge but no more than 50 /o of the required ventilation is provided in the upper portion of ( pp (Must Provide Upper Ventilators) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (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 p ) SQ. FT. Total SQ. SQ. FT. SQ. IN. of (Values to be verified with Manufacturers Specifications) SPACE by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. IN. of of ventilation to Ventilators • SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. ventilation of vented IN . of vented be provided SQ. IN. of SQ. IN . of (See Elev) • STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT. required soffit ventilation soffit by upper Ventilation Ventilation 'If not enough vented soffit is provided due to fire protection, the contractor shall use the needed required 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) 19 = Linear Ft. of Deck -Air Needed) Main 0.0 2.0 Floor 1070 1027 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 2 REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 2 2 FP-1 FP-1 FP-1 FP-1 2 1 1 1 1 1 1 1 1 FP-1 ' 1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 ZONE-2 ZONE-2 ZONE-2 ZONE-2 ATTIC SPACE ATTIC SPACE ATTIC SPACE ATTIC SPACE 992 SQ. FT. 996 SQ. FT. 997 SQ. FT. 994 SQ. FT. CL 0 cr) I 1A FAM , , R 0- q co 46 F'AW An VA404 A FOR ZONE-1 ATTIC SPACE 1072 SQ. FT. G <<� IW Cen 6:12 SLOPE �— RIDGE I o IW 0 cJn t�J J I I I I I Z LU W 8 I I Cr 0 I I LU Cn I I LU A 6:12 SLOPE :to LOCATION. DO NOT BF 4'-0" ROOF VENT 4'-0" ROOF VENT � 0 RIDGE I W i I � I I I I I 6-12 6:12 SLOPE' I I I I L--- ---� 2 FP• 7 I LOCATION. DO NOT BF 4'-0" ROOF VENT 4'-0" ROOF VENT =---77771 0 RIDGE I W I I 0 I I I I I 6+pE 6:12 SLOPE I I I I a- -4AA J Cn `N-- - — — — — -- -I 6:12 SLOPE W 2 rn LOCATION. DO NOT BF 4'-0" ROOF VENT 4'-0" ROOF VENT 0 0 RIDGE 6:12 SLOPE LU o co I I I LU 1 I I I I 6:12E SLOPE _ 6:12 SL I I L T Cn I W J r CO It LOCATION. T-0" ROOF VENT 4'-0" ROOF VENT 0 RIDGE I I ILU � I I I I I I 6:12 SLOPE 6:12 SLOPE I I L T I I d 0 Cn 1 1` FP-1 FP-1 FP-1 FP-1 2 2 FP 1 FP-1 4'-0" 4'-0" 4'-0" It 4'-0" 4'-0" 4'-0" 4'-0" 4A-0" UNIT 1500 UNIT 1397 UNIT 1397 UNIT 1397 UNIT 1397 3 le? 7-� ,rQ ZONE-1 ATTIC SPACE 1070 SQ. FT. H z > 6:12 SLOPE o A) 0 ct 4 tiQ W o_ o W RIDGE W 0 Cn W 6:12�SLOPE — I UNIT 1500 ROOF PLAN SCALE: 3/8"=V-0" do �- M; N U cv N X CL U­ .a C" -0 0 L o C_tyt G3 _N a) - W f - C _ �fP tr? C3 O M N -0 0 x O O F O .0 >> Q o LU 011 \A Sir- `J *'0- i tdd• � ° �� �• in may° -� ``• ° ° . +firm R. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, M Q o8 I, V on N r � on Wti oyy '= Ln YI 64 J � M V w C J z5z L Q b J LL u- 5 jJ w ��� o W o 1— 0 Y �0 Z N M Z Q J ILW Z N O U < 0 W CDU C z N M o g z z � � J N wv) v 0 0 4-1 W� a � �0 0 G 8 cn N �V) F- r4 U ( I W E L U C) O ci,- U7 N Q N m f♦ 0 G.0 � W M M m O Z Z 14 L.L. EE Q z o oo< > z® oa cu K O U U O C:)Qz N l - a O ww K L rp CD Cy o Z W m O o� Z U m Q W J > ¢" 0 �z 5� Q a O w } CD a CD V ~ W 0 O U3 0 `N >U") Cn rn M _ O \ L0 / / r 1\ T 00 a� co O M =3 r V 60 � U o O T m Q ♦J O cv CV N O Q C.0 r I L0 0) .: o co � �; Z Z E co 0-0 J Q r) - JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. 10.1 ,v®.,...­......- 11 . -. , .. m....." 1,- -1 . ti.._- ..-... I I_-_ __ _,L-ice- -.A dl._ ...i -- _-L, . 11_ _Lm.IUJJAM - �III��l.vllyW, .L4 1 �, 'I A. I w, �L II i LL • ' �'" �'" GENERAL CONCRETE LINTEL SCHEDULE SYMMETRICAL APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY O 8F8-1 B/1 T 8F8-0B/1 T E H H E ® 2 V O O N O TYPE DESIGNATION #5REBAR ATTOP E O F =FILLED WITH MIN. (1) REQ'D O x• • • • '• ,.,. • GROUT / U =UNFILLED a i -112^ O O �*a � CV L8RF14-1B/1T 8RF14-OB/1T R=RECESSED CLEAR () t6 • .• w ° C D QTY. OF #5 • • A REBAR @BOTTOM r ° ° �� v - ; ,' OF LINTEL CAVITY x a ` M.U. +. W ,• e . ,. D E 8F16- B/1 T Q Z a �- o ° ° MS25 •`',' „r,',' �a r,�',' ",�',' z d a GROUT N •°•` -•• tNOMINAL.LQUANTITY OF 5 REBAR AT `v • ° • • • • • • • WIDTH #5 REBAR AT e BOTTOM OF 8F16-0B/1T 8F16-1B/1T NOMINA TOP o LINTEL CAVITY I L? 8F20-OB/1T $F20-16/1T OTTOM G F E HEIGHT REINFORCING 0 0 ��rr,00 © O O O 7-5/8"ACTUAL a V PROVIDED IN .�r 8' NOMINAL WIDTH LINTEL O ¢ �- r� i- 0 Z3 i • ••,: , �• (VARIES) > uJ MATERIALS 1. fc precast lintels = 3500 psi. • • ° ` ' °' ' • ` ' , ° ` ° 2. fc prestressed lintels = 6000 psi. JA 8RF6-OB/1 T •': 3. grouted per ASTM C476 fg = 3000 psi w/� f4,e3S1$SI}j �� • ; ' . , ' . , ' ' 4. maximum 3/8" onry aggregate and )'per ASTM C90 w/ • ��`��°�� 5. Concrete masonry units CMU o + • • %° +; ,.• minimum net area compressive strength = 1900 psi. T 6. Rebar per ASTM A615 Grade 60. `4"' Prestressing strand per ASTM A416 grade . � ,- , • r+• c� UA. 7. 270 low relaxation. a� :o% °' '. • 's • 7/32 wire per ASTM A510. � �� f ,� �'. • • ' .: - 8. Mortar per ASTM C270 type M or S. I = , cU 8F20-1 B-2T • ,•'. • ,�' �.°':_ ° *',' , ; • • • • GENERAL INSTALLATION NOTES e , ° • ';', : 8RF22-1 B/1T 8F24-OB/1 T $F24-1 B/1T 1. Provide full mortar head and bed joints. t1, a r� 2. Shore filled lintels as required. ', . � , , ' •' , �', ' '� ;' , ; 3_ Installation of lintel must comply with the architectural and/or structural drawings. • - 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. r. �', i', 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and �� longer with a nominal height of 8" meet or exceed L1180. • A". .. , 6. Bottom field added rebar to be located at the bottom of the lintel cavity. • • • , • t r , ; • , • �'. , ; • ,; • �'• , 4. . • , 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 3 ' • ,`' , 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete ;' • ma's + ` masonry units. O FP-1 • '. ° '. • '. ° ` '. • '. • r 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 cp ~ 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. o_ 3 •'' ° ` ' ' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall haveLO ~ ` ° ' ' . ° - ' . ° . ' . ° • '. J a coating of stucco applied in accordance with ASTM C-926 or other approved coating. LL00 - ' r �', , • �'. , . �'. , , , , ; . �', . L', , 12. All lintel dimensions shown are "overall" lintel lengths.00 ' ' , • ' :.: ' :'.: 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 3 ' ' ' • ' • -' `' loads shoud be checked for combine loading with the following equation: T . ; . ; , ; , r , To the best of the Engineers knowledge, information and belief, ' +' s • . . ° , IL . • ' . • . . • . • . Applied vertical load Applied horizontal load FP-1 the structural plans and specifications contained within these ` • Safe vertical load Safe horizontal load drawings comply with the 2020 Florida Building Code - • • �', • �', ' UL. • , . +` ' ° �', • �', + <1 • 0 �p� Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8F44 1B/1T8F40 OB/1T 8RF40 0B/1T 8F32 1B/1T 8F32 OB11T 8RF30 1B/1T 8F28 OB/1T 8F28 1B/1T wFw `ro EEo s O co 8 o ® © ® 0 ® O 0 OS O 0 CO'DN w 0 H ��� 1 ALTERNATE POWERS m LINTEL PLAN NOTES: J Q J W W STEEL LINTEL - - o_ W 1. THIS PLAN IS TO BE USED FOR STRUCTURAL s ` 0 ao Oo INFORMATION ONLY. '- ~ ~ r N Y w ° 2 r^ ;; m Lu ILZ � Mz d #5 IN. (1) o 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W N °U U o IL MIN. (1) REQ'D ` 1-1/2" CLEARco TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H �� 3. THE NUMBER OF COURSES OF MASONRY REQUIRED O �' G BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE Z:N M 10 �c �' C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS - Q Cj om . 4. THE CONTRACTOR IS RESPONSIBLE FOR o o Sod o J. COORDINATING THE PROPER LINTEL HEIGHT. T IO I r N z o'na- 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM M �" N �v aW�N /l> �> DEPTH REQUIRED FOR THE DESIGN LOADS. THE ``' wIJ i #5 REBAR AT BOTTOM p <aoo L ° ;?� AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR �U o (D 66 e Q PROPER LINTEL HEIGHT,G.C. COORDINATE. N � N 16 GAUGE POWERS = (6 F" co STEEL BOXED LINTEL C) ° rW E m POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE00 co 1. Refer to manufacturer's specifications for installation. o O I O o ¢ m 8 m 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS T il O O E T o Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION M N a Z 4. Lintel depth to match precast depth. One #5 Bar required at top _ `' o a see lintel plan/details for bottom steel required. `t O O `r ILL. w Z 5. A bonding agent must be applied to the Steel Box lintels prior to - � E o o z applying the cementitiuos coating. See contractor specifications O O Q o U o ~ 9 O 4 U U E 2" DIA. PIN #3 SHEAR REINFORCING o �O o z N L ¢ o m ° 0 @ 16" O.C. U) K.O. BLOCK COURSE H H H Z < oLL Z - a Nm <w O U2 J 10 �z O 3 p� U ao w/(2)-#5 TOP, MIN (SOLID O Q 3 9 Nw of 3 1 LO t t GROUT) G MIN. MIN. MIN. I W � M ;d T (2) #5 REBAR @ BOTTOM J o_¢ J-1 ip o OF LINTEL CAVITY 0 UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL N PRECAST LINTEL UNITCU BY MANUF. o O j 1117 � r o fiS25 LINTEL W/ SHEAR REINF. TCO CD N.T.S. REV 05.02.22 CAB LINTEL PLAN � � m Q0 SCALE: 3/ 16"=1 °-0" o QN O 00 LO In 'T E E o � z N z E Co cc E U � Q p JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. L 1 L EG��irir�g IIVFe11L Rating — 2 HF� Npribtairilrlg .a111 I iitl o = 240 3. E* r#land Oemia l# Stucco orypsurrl E'#ast r— d [ firto classifiq0on if u ed. llffr r orriatlstlbfe mon'ibefs" 1re:fr rule in 11, Piest r r Stu f rrl st be pplid Sri the f Oplte Prml.n 0, ttih rtr1sifiiiifl f 1-11tr A # : tO cOn: rete bloc , (Jterrt I Th1, ppe r n .Of .a cOfr'I i r7y` h. ,11�1 cli 0,fod4rtt h thfs dot ba , 066s i Ot'in ltseoif ' mjrl o that products sir it�erltifled f1 .e been rnantifactured. tender UL's Follo4Ul . r 'ice. Ctnly those products bearin ttl L CV1 rfC h0uld 1� onsi eCe tO 1ae ertifibd a d.00 er cl are t r UL`s`Fcl11OV-J se ' 'e;, Alta Ilrl f6.r the 11rIrOn the}rodti t=_ 1117I1P14� Assembly Osage islclaimer BXVV, . Fire Rest0ance l atiings = ANSOUL 20 jdprO .d. foir Ojnfted.,Stags BX- U l -Fire Resist;nce-R ings } CAN IivIL .10t,q#ffiedfor,C4nada See h r i lnf lrrrl icon f;er Flre- re istalace Raj - A1�` 1IIJL 63ltftted fier Uriitedl t t Des-i n Criteda. and All Ova0le-Varian ces: See enerai Irformation fer Fire R esistance Retirigs - AN'UL _8 101 Certified f r. anad Design Criteria and All v�,iaOl V8h8rlees [ eSiign No. U301 ptember I7r 1 13"fInd W, oil Rati nq — 21 r1 , Finish Ratltirig;—. Irldicat s such°'pIro1 L is shall bee the. UL c�r'claL Celltlfl ; ltivr� lllark far,uri Jict1b mplari:IngthILIr''UL ertifica#i>n`[Li# as.erlaicla irspivl{. Georgia-Patiflc Gypsum, LLC Design No. -0 i, 0705 Non-13earing Wall Assembly Area $arati Wall Jk ep tu► ASTM E119' Rating: 2 hours WOOD TRUSS ii ;rWhfffl;A]'Kffi@��WA 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). 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) - 1-1/2 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 &' WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION, " DENSGLASS ULTRA SHAFT LINER 3/4" MIN. AIR SPACE A l l Its Ut I AIL - AUJAUtN I I U I hUJJtJ OPT. 6" WIDE BOARD BATTEN GA ASW 1002 SCALE: 3/4"=V-0" STRIPS TO ELIMINATE 3/4" AIR 2X4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END 30 LB FELT (SHINGLES) INSTALLATION FIRE RESISTANT OSB 7/16" PRE-ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE TRUSSES AT 24" O.C. MAX, RUNNER TO SHEATHING OF WALL NOT STAGGERED SEE FRAMING PLAN FOR ABOVE AT EACH SIDE OVER PARTY WALL TRUSS DESIGN 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED X 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. EXTEND BURN CLIPS PER FIRE WALL MFG. SPECIFICATIONS ?FLOOR RUNNER W/ R301NSUL. MIN. NAILED INTO2x4 LEDGER ONLY 3/16" DIA. x 1 3/4" AT EACH SIDE OF STEEL "H" TAPCONS AT 16" O.C. STUD. FIRE CAULK RUNNER TOvH BLOCK WALL EACH SIDE (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. w/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES 1. CERTIFIED MANUFACTURER: Georgia-Pacific. Z. Gypsum Board; Metal covered usin 6-in, 152 NOTES: ( 1. SEPARATION WALL IN THE Gypsum LLCmm) wide M-in. (123 mm) DensArrnor Plus ROOF SYSTEM PROVDES Fireguard C interior Panels Ot %-in. (12.7 mm), 2-HRS. PROTECTION PER GA ASW 1002. CERTIFIED PRODUCT: Gyp5Uri1 Shaftliner Tough Rock, Firev rdC gypsurn board; 2, MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 CERTIFIED MODEL: TaughRock' 5taftliner or 3. Steel Studs, `H' shaped Studs, 1-1%24n, (38A DensGlassShaftliner mm) Wide x -in, (50.8 mm) deep, roll-form-4d from minimum 0,018-in, thick-plvan ed steel. Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Cut to length "f in. less than the openings height ToughRdek Staftliner or DensGlass Shaftliner and spaced a maximum,of 244n. (610 MM) Ox inserted in H-Studs 24-in (610 rriftr) ox (1) #5 VERT. IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 12" CONC. BLOCK (TYP.) PER UL905— lx P.T. BASE NAILER 6x6 W1.4xW1.4 WWF 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) _lx P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 12"x12"x8" CONC. KNOCKOUT BLK. w/ (1) #5 ROD CONT. FILLED w/ GROUT R-3 MIN. INSUL. PER FBC 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) FIN. FLR. , CLEANED COMPACTED & TERMITE TREATED FILL V-8" x V-8" CONC. FTG. 1, 8„ FOR GRADE BEAM W/ (3)#5 BARS. CONT.. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 3 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:1 /2"=V-0" m PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTENDLAYERS _= OF ' WALLBD. LINER PANELSB OF '. WALL INTO SOFFITAREA 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" 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. rk SEE PLAN_ TOP OF PLATE FIRE CAULK EDGES AT EACH SIDE TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 'C7 >( O M M�X, ii- -✓``�`1�e' a +} y f_ — u c�> , a) z.ry® �...V .Q o t! (� W ii� W/V r� . Of �- u 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. v EE U cli M , W m ® WN N M AIM a:,: 5zZ5 � Q LL� 5 W 55 a � Z @ a U) @ N 0 W U5 m W Z ch Z r IL �n N J VZ V U O W ❑❑ v M � N 2 0 0 E3 M � z to o G XQ) a W c �•U. 0 V1 � c vee J •'• -` E MIN m I = s l' o' Q N 0 r— o w z o z � Ili_ aj- E 14 zo uj >n z® E g O L 00 a� a 04 O E c� w 0 ¢ y% L n7 C o z 0 Y "� m0 o U zz 'z C, N o� ao Q LOz (j o x o¢ aso tizz zz O o v �j a � CN > LO C/) rn O > 0 LO f� r O Q M =3 r Cr 'Yr 00 r ° (0 m 0 Q N N 01 w T LO Cfl I LO e— c j 0 Z Z E rn E B m G a U Q p JOB NO: 22-03338-03333 SCALE : AS NOTED - SHEET NO. FP-1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZI NG NG IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHE RE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5ffMS 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC Wl 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 W P F OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TO 0 THE GUARDRAIL H 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1„ 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 XF Yd " 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 WI MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4,7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4,7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1.. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- Toprovide 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 afterthe initial treatment shall be retreated including spaces boxed or formed. 7. FB - R 1 .1. - B floors r subsequent installation traps, C R 3 8 3 Boxed areas in concrete loo s for subseque ns allation of be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rain II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete ove o and mortar along the foundation perimeter must be removed be ore exterloi�sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 -A certificate of compliance must be issued to the building department by licensed before a be issued. i pest control company certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 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 -C O Fj (D !` O . o CV o Q E. N L C3 .© M 0 N_ r W C •55 � J Q t < 0 '�' tcv C) Q 3 N C)f0 O O C 0 = va >?LL oLU a`M C ., CN, w 0 6- 's�a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 H o 0 Q U N N m (,DC �Cy� ��� N �Mv " Q LL W J LL LL a. Lu CL 13 Z L N 4 o z s yw o fi 7''6NCO 's W oo c91 . m Z � CO Z Q J I IL� ZN OU v C) W v M IEEE z N t+J _ O a z � N z o� a N M N z 0 a f6 w O-� w o 4 U c w � - E S = I =w • U ) c � N - e� o co w Cl) o z z g u Q E o E " O z N ® M o XU 00 0U > M N It CU a <z 0 < o 0< wz W 1- ro Cn z U m 0 0, zC: y m `� Q W fn 0 on Z 0 ° g CL C) W LL ¢ 0 �o a N W S k r_ CD o aE <j _� � � o millz CO o� a 0 ti U ACV P > Ln C ai rn O O � � T 00 O to CD CM T C .¢.,iF Y 00 �^ ° v, m O Q 0 N 0 O Q 00 LO L+7 r E E: w 'c o m CY) ai Z z E cc a U Q 0 JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. S N ZZ THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-V CROWN) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN I..L .riwc.. �.............. t . t .........L ........ t. r..... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET 1 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 HOME H C G GARAGE SIDE O O O 5'-0"lo a - STUB -OUT FOR 1'-0" 0 9 GAS METER O o 01 � U 9 F N _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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'-V (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS =TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k t FILL CELL W Ir CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK i— BOND BEAM SIMPS( w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. 0 /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails require wood/OSB web stiffener 2" min. requiredwhen 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 Birdsmouth cuts. N.T.S. N.T.S. Under 2nd floor column w/ loads higher 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 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking I ISP. T' 110r11 nail., at R" nr. Q/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist B aring Location Series Depth I End Intermediate O BC15000sR 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500sUR 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d _ 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer y Plumbing when load bearing - for lateral support when joists ' 1j✓ meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over4 blocking and wall or beam below,* — — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— Err A 1 2" ROUND HOLE MAY 6"7=ROUNDIN DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1%" 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 %" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc LC SIMPS( w/ (22) NAILS 1 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 <° •9 w wi � ' .w �•!m Backer block (12" wide min.)III Nail with 10-10d nails. 11=f1�=1 1- Install tight to top flange. A. SLEEVE THRU STEM ° o. SEE PLAN FOR °• a . • • ° FOUNDATION INFO d' 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 i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist i " depth I I -JOISTS BUCKETS N.T.S. GRADE . a i-- REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE - PENETRATION r a I I. d -III-1 i I-1 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND, PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE 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 da .4 °/ da G a a d a a SEE FND, PLN. SIZE & REINF. ®r` M Co X +®, C U_ a ta, N ' a) 5 W ry' E a 'M 00 o JJ Ci � L�O wt >�'N' �C,,''A ,,°°r y a•. ": e: t �� e'� � •�ti ,tea To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N aff W vE 4 o RS N N 67 0 0 .=' ow W inr,-orV ° # ei (`N') v u 4 LoL LJa Lu 13 @me. rnL od xre LO 'CP �N W ��pj 0 m w Z M Z J N .z O U 0 o W ❑ I� r-DM z N M z z o � (D - N M to z C o a--+ N w 'fit • U O ,,, g L/) Oft U w m t U o' � rn `` i44 ° 0 m o � Mz o Z Z --IIo n E Mo w z Qo ?0 cu F- r-LXOV �¢ r n �U w o G1 L < a ¢ w z 2 C _ C Y m o o LL z r- z v m '< w �w z cn cnF o� z go a cj 'S ao �k o w, xo O V' za a � o3 N CV >liri � ui rn O L /t\ 1\ r o 00 CF> to Q M � r �..- Cr d. 60 o U m O Q = O N CD N NCD O I Q OQ 0) LO C0 6 N I T LO r cc �; z z a E N E ai co a U 4 JOB NO : 22-03338-03333 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY .«.. e�eu,�un��sv au �� i _ , , ._, ... ..=i��"�1�9�'!7011Yt111�111 E �n I n' I = .!• n �• a F"!E01 � 1Y�'g7 'R� 8!'Y� IPTR _ 'll. II���, _ .�..._mlgpiR�P { . �_ l�.�lll °�1 � � II�� �f lr ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 k1 z VARIES INSU v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1V-0" (R302.11) 1 Rrl TnFNA11 R T P. R \\\ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /- 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1A x W1.4 METAL PL, UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM 9 =1 11=ITI=ZI f I 1 ICI D7158-CLASS G or H, or ASTM I=1 I �I I I =I P • I I=I I=I D3161-CLASS F, IN ' I=1 I=I ( I I —I ° 11 — — — — — — ACCORDANCE wl TABLE —I �I I I —I I �I I —III—III=III=III= I I= R905.2.6.1, FLORIDA BUILDING L III=I1 I �I I 11 LI 1 CODE 7TH EDITION (2020) RESIDENTIAL 8 I)' 4I T II I II I IITII I I- u ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE r co M - — — — p 00 6 MIL VAPOR ,/ D ,r I I I -I 1= = z r BARRIER III ,1 D Q g • I — C14 COMP. SOIL. �( ° (COMPACTED TO 95% —I I I I =1 1=5 MODIFIED PROCTOR III III I11=TTI= ]TI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4° 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS= BLOCK WALL BEYOND 14" —[�O.H.D. RECESS ,z 4" ao I' I •d' e. . T .a . SEE A/S3 OR J/S6—'1!1-7rFI1 111 i , , —IrT 1- FOR REINF. INFO. 3" MIN. CLEARANCE 1' "(1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,!J3 ADDITIONAL INFORMATION. GG S3 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 I 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR 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"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 10d NAILS �, � 2x P.T. PLATE TYP. I ASSUMED FINISHED GRADE MONO OR STEMWALL Z _ FOOTING MONO SHOWN G, o FOR CLARITY G 00 -, L G Ili, —III III III it I1�- Z NOTE: ' �D D *FOR BEARING WALL III —III —III III= I'= i i= CV W/ UPLIFT ONLY III —III II�I,I-I11; II,II I III �11� I�-�.. _. I-IIIi III. =III — —III_=III-1.1,_I- 1i1-=111 ili='il 'Ii-:lit-IIL—M- FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° a GRADE 00 -(1) #5 REBAR w/ OPT. ' I -I 11=1 I I -I 11= 11= 11=1 I I I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 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. -7V 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" 0'S.B, (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" 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 @ NSULATION 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.) EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (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 INCLUDE THE WALL @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS �2rr � 6 x 6 W1.4 x W1.4 z 31/2"MIN. WWF OR FIBERMESH 3 MIN. \, WWF OR FIBERMESH ELEV.-0-31/2 � A.F.F N D ° I= (min ��-31/2 I �I I I I, 31/2 (min.)- 4 I =1Tf I i�1° "(m— in.31/2"(min. - 4" 31/2 ) - 4" ICI —1 I1=1I I�.111 TII—T 1_TI-1I I''- �' =I I1=ITI � fly- I1= I ITI— I I' '' 1= — , , , I i I—.�fL�,T � ,l I �' ' -'' •�--�--,�I I ITI I 1=1 I�1T- (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4;4 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Pcs' SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�NN Vo s INSULATION PER FBC AND ENERGY �' ,GoN��N FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10-4' (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 2011 MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N - .-= D — D ¢ z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- '— M D .p. \ D• FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] TR= 6 MIL VAPOR BARRIER _ -I I I D ° DI ° r' I I I �1= I I=III =, 00 I -I I I=T�. r 1Tf L I I I I r #5 REINFORCING BAR R 1 7/8 COMP. SOIL. (COMPACTED TO I •-D IJ I I 95% MODIFIED PROCTOR ASTMI- III II TI II( —III D 1557) 4„ 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0'-0" J BLOCK WALL BEYOND e n EXPANSION JOINT _ 13' O.H.D. RECESS d r CONCRETE NAILS W 1 1/2' `o EMBEDMENT @ 12" O.C. STAGGERED FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. -I Il l l 11 II I A. ao TENSION 120#) III - . � . I•I I I. '- -1�I11IIIl��l; IIll",Ml M 6MIL VAPOR SEE A/S3 OR J/S6 FOR REINF. INFO. " MIN, CLEARANCE BARRIER 1'-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEAL* INTERIOR CONCRETE SLAB INTERIOR WALL S 4" j 4" EP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN �CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESH . ° I = 1 K S3 •- :A- -— D 91 HOOK NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D U Uj g �III•r--L�III 1 . W (2) #5 CONT.- ON 3" CHAIRS (TYP.) 8" V-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c WWF OR FIBERMESH �, E 4 8" I I (I-ITI=Ti 1=T O #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 FRAME -DOWN FALSE BEAM wl (3) SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO ° a — SEE PLAN FOR � _ _ " TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c - - -- - d. ° (2) HTS20 FOR STRUCTURAL _ I =r n, I I �T _ , m BEAM SIZE & CONNECTION INFO r, (I I A. 41 a -� 2x4 P.T. e PLATE g 7/16" O.s.e, COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 "� g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M CO SCALE:3/4"=1'-0" ��3� SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS 1 COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND 11 PAD FOOTING ATTACHMENTS & 18/D1 I I FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, I I MAT REINFORCING. CONT. FOOTING STEEL I I w SIZE VARIES PER PLAN M j w/ MIN. (2) #5 VERTICALS 0 z GRADE n >Uj FILLED SOLID (SEE PLAN FOR - !==1 I— 4 _ 0 w LU SIZE AND REINFORCEMENT) 0 � 1= I `' a —1 • W ZH111� _III =III U-1 BRICK PAVERS or SLAB PER O W LU -4 o —i� I!Illi Z 00 ! • ! z U-0" FIN. FLR. COMMUNITY SPECS - c i I_ = Q I !—! =I ! =III -III =1 = — w _ , _ _ — _ — — FOOTING v _ -TURD PAD REINFORCEMENT—/ 3" MIN. CLEARANCE . I , (SEE SCHEDULE) 10 FOOTING WIDTH rrrrrr i irrrirrirr QOOOQC i i ,�`OO��JO�`00 A •Rojo PATIO COLUMN FTG. DETAIL N ~ M *4 N co X,;. U- a 0 , 03 O �., Q . -.. Q C0 Of E C V .Ot r S-- � V "•. L y CN a a Cry" c :9+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O E M U 0 0 NO CC,n a) � 00 a)� 'W W Ni 1! R C14 V 2 LL N s J Q C J 52 LL W a Z -j _ W °� a W �0C 0 fO CV ZC W o�n�of °' m W Z ° c"Z Z N OU N W p0 (D M N c+1 o� z z o� J — d in — N M z �N C9 0 4-1 O �N 0 N Uar W � f— — E r U o N Q 0 • N f� o Q �w M � z ¢ Cd E uj ¢ N Z® H ro xg oU od Z CV L ar wo ¢❑ ww a W z mp ZZW ZCxU J �� W zz oa z° W ,z —) p ¢ LL r 0 d �w crz Q =3 r � O u � M " a .o `N E2 >L CID ai O O ca L /' O r O O Cn CT U /4� V � 00 CO O Q = OCD N N Q0 00O C6 a� w T L 1 E f6 _ /(\ :31✓ / N o 0 z z c E E c`o c a 0 -j Q o _j JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE //—PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1l2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT, TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ i 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 PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD�2! V 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK 7-1 KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d p d Q d Q a a 8" STD. 90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE / O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" - 31/21- SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp �0� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE roP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2 EACH SIDE ' 2x STUDS TYP. 00 { SIMPSON HTT4 TYP. Dp �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 1 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD a2x TOP PLATE `n V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDERTRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN IN KO BLOCK AT EA. STUD MAIN SPAN Zx P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR,STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO, PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a �ti G SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF s�8„ SPLICE STAGGERED • IV 10d @ 8"O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 :41 1 INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LECESS SP4 SP4 INTEL SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. Z&NUT DXIED A.T.R. Z&NUT C ROOF TRUSS ABOVE F 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A QTonr_r:DFn TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 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 rR� SCALE: N.T.S. .0 O C) co ems++ 0N . co >G,' CP �U-a o «r G cl' Q O�5` N � � �J •W E C ;n O O 1✓ ftS ' .i- -O j Q O W fir_ 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. as W '0E Q 8 N N rs OY Co O N m G M s�N •/ tnN r� J M ma '7 a' J '-, ' W ' ,w rl C3 J zC 3-2 W CN W m W Z '0mZ ¢ 1z Lz N O U U O W pp z N M o g z N z o � � M In Z a (� n C) �° U 0 g �N CD CD wfs U c w I— J L aim U o' N c co • �0 co co w C13 coM z � o z q Q U_ QE o zo ao0CL - >� z® oa m U <azE a0 O z V�SWZ�z ¢oN _ @X<�0Um� C N y0�Zi ma) o , In Cn 10M,g0Z aIz . W aLL =� o z w �r �o CZ)0 zl< ° 3 =N 0 .L \ ai m O 0 00 O CIO ai M = T_ �T 00 r U) ° m O Q = � O N CAD H N _ -0 N O Q d7 CO �}�. -- V T E cc E O z z E o :? So a U _j a o JOB NO : 22-03338-03333 SCALE : AS NOTED SHEET NO. RoId SIMPSON IHGAMII 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 1 O/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)—N\ IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING I 2x4 CRO BRACE SCHEDULE FOR�A 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. $" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ••t BLOCKING ' 7/16" 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 7116" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 / wNAILS @ 6 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD S AND 12" O.C. FIELD C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX 9 BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND �) NAILING SCHEDULE FOR SHEATHING DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FORS►ZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • 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 "L" 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 x 8' J' BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO J I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 X-BRACING, AND TOP M " SEE STRUCTURAL CHORD BLOCKINGF N - NOTES AND NAILING INFORMATION � 1" 1" SCHEDULE FOR SHEATHING DETAIL BACKNAILw/ (2) 16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING %RIDGE FASTENED ATBOTT. AT 24" O.C. ON TOP OF t�,�j JOINT w/ (3) CHORD FOR 4EACH TRUSS SPANS `j AI & (@ EA TOE NAILS @ EA. END N ATTACHED W/ 2 -16d U► AT EA. TRUSS JOINT 2 " „ ( ) 2 x 4 LAMINATIONS W/ (1) ROW " " ( (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (3) 2 x 4 LAMINATIONS W/ 1) ROW 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE K(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 = 41/2") OR EQUAL FIRST 4 ROWS OF ( ) 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. PG 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARI LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)_7111-1 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SJ VV�Y 1 LJLr"11 \II YI.I 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" 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. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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. E ES AND 12" O.C. FIELD I�CJACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—i I [ BLOCKING, FASTEN WITH I,— 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS _ . El E N ST CIO g -41 SCALE: N.T.S. 65 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TDI [CC DDAnIAI!'% nX/CDI AD PICTAII SCALE: N.T.S. 6" OVERLAP %;+ "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 7" 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/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T,S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP, SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 2 BRACING W (3) 10d x 3" AT r • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM — MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) \_cL_ DBL. TOP PLATE STUDS @ 16" O.C. ONT. 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 aq I M: MM NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'4' - SEE STRUCTURAL NOTES SCALE: N.T.S, FOR WIND SPEED SPECIFICATION N ~ M U N 03 X UL a L 0) i Q u t= <, 0 C� U U .0 O C C13 - 3 C U �-_ n f-- >;�0- W xvo ?, �° + J �•r N• ,� --y GOu c4 5 @ fl ct "9>.s�e'6'�" rr'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 Engineer's signature and seal. MIF E M 00 N 0 v �r co Cv 0° cn r (0 ?� to rn r- ° tll m It Q c-i LL w -1 � .6a — O i Y ,Z @ O 2 w �00 W ,'MN0211- " O7 0 m w 3, M d a N O U 00 W El z N o7 00 Z QQN Z O Q J N (7 V) a o 0LU V ,0 W oOft N Ln CLn fi3 U AIIIIIIIIIIIIIW J 1— _ E U o 0 �® O w co m z o z Q J E E os <� Z® ❑a UO @ XU 0U 01 O Q) Qo �z c - =o U w. mo O¢ Z z N J m Qw y c', y } F w UO� ° JaU Vg0 CIS o coa w� >_ � za o3 0 CV .N Ln cu — ,-.. O O LO 1� T O 00 O rn fa M � T Vin 0) 00 vJ o O Qr � 0 -0 cN�I 4- E Q � N O CN //''wO L c6 ' T Ln J T E w E O z c E In E ai 0 c d U Q JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. S5 sa_,>�e _ 1 sow+-.�nae®Iw�l3�E� � n cxr r e I n i P.1 I !u IM1 •1 I II .. f � �'fll� xBt .F�` I Ih 1 f I� �w I t 1x4 1/2" DRYWALL DOORJAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 4 1/2" DRYWALL 1r2X8 TO PRODUCT P.T. "/i TO PRODUCT APPROVAL FOR CONN. i TO PRODUCT APPROVAL FOR CONAPPROVAL 1 X 4 FOR CONN. / x4 P.T. 3/16"� X 3" LONG/� 1x4 FURRING LONG X 3/16"0 FURRING FURRING3-1/4" = /(2) ROWS 3/16" x 3-1/2TAPCONSTAPCON INTO STAGGERED@ 16"@BLOCK@ 16" O.C. &TAPCON. SPACING 1 „ DETAIL O.C. 2-ROWS INTO1x8 P.T. FROM EACH END w/M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS n 3 DETAIL STAGGERED @ 12 O.C. 3A6" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( ) TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 i% / ; 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" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 451 DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL 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. I ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH it 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 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" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REB1 (TYP,) STD. 90' FILL SOLID HOOK (l BOTH CELLS L i .1 NOTCH WEB AT +5 FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ° SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 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 —� IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS J i `— FILLED CELL PER FOUNDATION PLAN ♦ UNACCEPTABLE INSTALLTION �•. DO NOT DO THIS ♦e �R •�� s� YP.) THE :S Ej, ®♦1 e♦ - e° ♦e 1® FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW—L—V--L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (*') 1­_ #5 REBAR (TYP,) ♦♦♦ 1e 1® ___1_♦STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT C;CALE: 3/4"= V-0" (*") FOR ALUMINUM SOFFITS WITH SPANS `rFO1S 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.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0" OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP Is LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL —T o ° REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT Ll ——�� I 1—T- —I * PRESS PANEL REINFORCING INTO PLACE. - „ 6 MIN. LAP SPLICE W/ III 1Tf—TIC * COVER PANEL REINFORCINGWI P 0 P WITH UPPER HALF OF MORTAR BED AND TROWEL � REINFORCING PANEL — III—TI� SMOOTH. DO NO FURROW. I=1 I 1=1 I I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN, LAP e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: z . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN, (1-STORY 3 #5 REBAR. (2-STORY ) O ) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. do J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. ?X `' 4 +FNO�N 1\ + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS ><— + REQUIRED TO �\ ++ SUPPORT SOFFIT SEE ELEVATION ' y� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF SOFFT n9 AM17) 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: z 0 Cn M tL 0 w tl v I:@ FIRST COURSE i♦ 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ = 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. — W/ (4) 1/4x1 1/2" SDS SCREWS - INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T•S. FILL 1st 4 COURSES SOLID W/GROUT a n a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a OVERHAN �1.' •+. ,e RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 F-011 INISH .° ... • 1Y ° ' , • e ? #5 BAR 1.0" p 4 V • . ° . .• CENTERED W/ M ..' ° • . *� s H IN TOP o 1 0 KNOCKOUT/ N ° CHAIR BLOCK I ° MONO FOOTING e. • . ,° SIZE AND REINF, PER PLAN ° AND SECTION DETAILS (- CLEAN FILL .> ° • e DIRT z 16-° STANDARD o e 9� HOOK c� #5 BAR IN FILLED CELL, �11, L, Le STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY /�I\ 1LC../�I IAI l�flA lr+ 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ti O 06 �71- N � LL a L Q w kD _aNY �i n t J u U N 3 ,' w�0�� 0� , E C a to ;p O 0 a :3 C U +_+ La o ''LLI a ak@III ��I<r < v �.J WET" �,• 9 ?jce- PpFal/? Il l i ilibr°����a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E O Q M8 0 N O) a) FA o o) �r-�� .1 r- r,� 0 N co V 2525 # LL a C J u W 5 0 J 5 a z -� a 4 LT.•9� o W O tEPO(if `L Z ,CO M Z IL IL Z N OU W 0El z cmv in o z z o a J N M co � z X2 �N L1, 0 g w o Q) V) c ul U L U _ � — SMIN mi _ 1 6 U o 0 c rn m < Q N ]D o z z M zq o Z __j J V- E � zo Zloy z® a E w� '. oa - — �U .OU 0 � E N O wo 0 ., I Z �z rp a z U 0o O Z <w N 3 ZO 3g a 3� 09 �w OLL Z S J o wa 7 F >° _< a� 0 CV L > LO co a� rn o O � � O I� � r CD 00 O o (o C0 Cr 00 T U) m o a }0 0 �-- N O N 0 � CU 1 N w N LO r E E n o Z z E E c a. 0 _ a o JOB NO : 22-03338-03333 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY _� ...n.,:. ..-.....r.-«re.ww . sum—xnew nm ow:r nlae NFaa rr F.91F91 .emu .1}r_--n�) Flr 11r1W un H �E H4I r`II I, �'�III I,.,.: II `i lam. r.q.;,.,F� ..Ilr ♦f.,I. rS7 Iml�l _1.1; �. N„61..I���rj i f:. rl I1191�1 *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING `BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. 4-- 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 CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS SSES (2) 12D NAILS —i AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY BE NAILED EACH DIRECTION TYP. U.N.O. 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 SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIREDUSP HTW20 W/ (2) RED EQUIU SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION - X 1 1U 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. �C 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. CB 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. '-- -WOOD TRUSS --j 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 WALL 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 8'41 WOOD MAX TRUSS �C �C 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 BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 6 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" 1'-01, 6" 6" TYP. 0 0 1 0 O 0 I SPLICE 0 1 0 0 0 2'-0" SPLICE BEYOND PART. ELEV. VIEW DBL. KO. BLOCK MIN.1 b" - --- MIN. TYP. a a a 24' MIN. (2) 2x8 P.T. ATTACHED 1'-01, TYP. 0 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. 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 @ t 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. 1^- AI1— 1 ATI Kl MASONRY SEE PLAN M\ 17d T/'ICAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS vvI UL-w vvi I, 1 v1 vu x 1 J/2" NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" WOOD TRUSS 3/4" MIN. AIR SPACE 1" DENSGLASS ULTRA ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING C48" 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 BOARD 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 VX24" PROPRIETARY TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN I ° ° I EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. 2 x P.T. BLOCKING 2" FLOOR RUNNER R30 INSUL. MIN. FIRE WALL MFG. SPECIFICATIONS NAILED INTO BY FRAMER FOR W/ 3/16" DIA. x 1 3/4" o o I 2x4 LEDGER ONLY AT EACH PLYWOOD EDGE TAPCONS AT 16" SIDE OF STEEL "H" STUD. NAILING O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK TOENAILS FROM WALL EACH SIDE TRUSS TO LEDGER (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 90° HOOK S OR 5/8 GYP, WB. W/ 1 3/8 NOTES: DRYWALL NAILS OR DRYWALL 3/4" FLOOR 1. SEPARATION WALL IN THE SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743. 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED 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 SIDE OF SPLICE & EACH END, SEE 54/D1. Z w 1x P.T. BASE NAILER PRE -EN GINEERE U) STD. 90° HOOK FLOOR TRUSS' AT 3/4" PLYWOOD DECKING GLUED AND LO a (SEE DETAIL) 24" O.C. NAILED W/ 8d COMMON AT 6" O.C. N g j EDGES AND 12" O.C. FIELD :. NAIL FLOOR TRUSS TO LEDGER W/ 4 10d TOENAILS(TYP.)GYP. BOARD CLG.-- 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 TOP CH I TRUSS FOR AN AREA < 1000 S.F. AND SEALED 00 STEI 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 • -•� • s � � -• 9 (1) #5 VERT. IN FILL CELLS TYP, 'IS" MORTAR (TYP. (SEE FOUNDATION PLAN FOR LOCATIONS ) 8" CONCU . BLOCK (TYP.) z C) °- 1x P.T. BASE NAILER ic, a N 6x6 W1.4xW1A WWF. 4"x4"INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-O" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PWO SCALE: 3/4"=V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T .... NAILER BASE BOAT PER SPEC: CONC. St SEE FOUND 6 MIL VISQU TREATED; MASONRY WA SEE FLOI PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 1/4 TITENS SCREWS AT 16" O.C. TRUSS O ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" 12 SEE ELEV. SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. /-N SEE PLAN TOP OF PLATE �— LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL )F SLAB 0'-0" F.F. 00 VARIES WITH N SITE GRADES SEE PLAN N r 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" -v C-A ~ M UN .mX a ® N Q oi��Y O � � Yj �;3 W w 0_-0 ro W' °` 0 0 C: ':0 ¢tea. oW e ., ,N SE° % o I1,fa 0 To the best ofthe Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E 4 8 o N � � w oI W N N Nr 00)-COL N rn N0 ,I2#� N S J Q G J 52 �- W ,n J IL a. Lu d z Nam U r-o w _ W (n w cj . m Z 00 N m z ¢ J 0 N E O Z U vto W p0 z z N c� o� N z o Q Q a C o !� a-� to � LLI .W U O w o �N .. in U 6 W � E me4, 8 L = t N U o y " Q N o I� o MN < w Z J � re a E (j Wo �® a H X� �° zo E N a az � L woo Q o �w m __a°� OU wm z z (n � -J ¢ d Q W z rn o Z gz a W U w ¢ oo o o J Z w� 0 � o zOF la ° 3 NN a� m E O LO I� T CD 00 O rn CO ¢i 00 r Cr 00 T U) m Q = +_# O N N -0 M N 00 r 0)Q LO CO 1 d'LO r @ �; o z z E aNi E `03 _ 1 U J < p J JOB NO: 22-03338-03333 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK EXTREME WINDOW FASTENER CMU - MASONRY BLOCK 4) SEALANT JOINT 1)SEALANT AT WINDOW BUCKTO OUTSIDE EDGE OF MASONRY -2) SEALANT WINDOW BUCK q 5) SEALANT FROM INSIDE EDGE OF JOINT WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO MASONRY __L6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME WINDOW FRAME ATTACHED PER CODE REQUIREMENTS 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "VI' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER TAPE T (ASSEMBLED WINDOW) 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 WEATHER VE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING Pion HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary I Ll1V1 IIIYV SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) - FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-A" PFR PI AN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z a w d U) U) w U w Cr w 0 T U) DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST - INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) - SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING - ,TCH HERED FLASHING 1 2 4 5 I I PLASTER STOP I--_ _ _ _ CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. y� 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 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 1 No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood based sheathing, shall include a water resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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 IMM CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 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 (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 BEEASE PAPER TO AD ESVEASSHOWN) contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following. 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 12 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in putters. FOUNDATION WEEP SCREED J--STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WR13 I SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER -3-1/2" INCH FLANGE ( THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF ---- ---- IT DRAINAGE PLANE WRB I BOND BREAK WRB I l SF LATH I III, I I ( I I ill I III I I I;I I 1\ / 'ER STOP -^_----_-✓ NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 718" Cement Plaster �- in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note; The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all s._ M °., X LID 0 �. 5. O =.` 0 ( •. (wiz >�%' 8 c ;n 0'r O <r V Cc > 5 FL Q W 111,11. r' CV CV CZ) CV C'V Ln C=> To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W W5 v E 0 8 R 0 v 5 ,0 C9 N � # 0 4 10 ai ENO 2 � N M sl' 2SS2 � LL JU_u_ S LL W 55 a ° Z_ m c O7 vi ZS Z ILW -'-N(O 'S 6 052Oj6' m w - Z ¢ J � a N OU 8 W E30 M � t7 0 z o =C � a.. .o n` W 1 N M c lL Z U_ _ � C1 �cn rI 1 LL, u O V) Ln L_U o tl-- c6 Ibis1.7.5 J E U U0 -T/ t0i 4 o M M ¢ o w z r.�l. n. E°© 0 Z Q y N 9 ro a� N P d 4 �=WM WS <o Ez �Z Wa v >_ rp N Z < S ° o QW g �a 'J ¢ ^8 ~° Z z a o MENo IN Q o z rn w �- oCD dLL aF �o t9 � 0<, z¢ a o� Uri =N > LO Co O a j � _LO r n a� � Il V O O 60 0 T Q +J -I--+ 0 N � •� � CV Q 00 dO1 LID G� LL 7 r z E N N z a ci 0 ¢ o _ JOB NO : 22-03338-03333 SCALE : AS NOTED SHEET NO. WP - y g • 4 dt , a xJ �uea�e rya lauBN�YY�Y t a L Jl r aW 111WllilWWIIIWWI Id1tOY I;WYL��WLbIW411YM11iMaliMM➢YY_Mt:YWW1tWYfJ �YeW kaijtl. ��l d 6A iu I .1i LH 1.61.,i:1tl,.:ILd 1 J iAoundflig sty (10 Gwqel 4t^1124x4312'X2-1 1 Sack Cross Support ' (May bL'tut to W� 5c11e1N$ rttom Edge 4 l Left Bracket (16Gau ) iru Brad Back -Crass Support Into AfC lJtilt 8666M Side (Typical: 3 each sire for hurrrearie use Spagt�c artetaiiwdar rmae:<.=t sec pluvu4+i tiCitfr eaitdchlrurieMae:aiue 13rai�. i r .tuft le "i ragnm t €ec p Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Ur i 1211=01 code Emi ,gate tote Dos Pandlnd Dot.IVI", Version Manufacturer- comaot Enalneer&Lloense Validated8v yai{d;gEli submitted f9C Aoomval Approve U anus Afflanatloit '2D20 Smart Vent PraIL&a, Inc, Micheal Gat nm Hennas F. 1lrrso P.E. Locke aprden RE, 12MVI t2/182D20 122812020. Approved category: structural Components (377) 441-6368. PE-n778 (334) 3OD-1800 SUbCalegory: Products Imroducedasa Resultof' Itirot4graiilventcom New Tsohnabgy Cumpllanoamethod, Evat don R'epartkcm':a Flodda Registered Architect are Llmsed Florida Profeeslond Engineet DUailtY'Assurance- Aoero"Ittoruse Approved for Use Imaact Design .'eau#.. ProtlralModem-Number rm. Noma. Product Oas0,11en Centred Exoaagan Data In Hyta Outside HVHZ Resistant PQggggrg 1 SmanVentM IN1546510 Dual Furotlon FIIII and WrA9 -Vent lZu"2023. Yes Yes :NIA +1001.100 2. '.nV t 840=51 5m on Madel#1. 1 Qua F-ttl Flood and Ventilation Vent e' I m FI ni 23 2/31/2A : Yap Yes N 7A + 00 10 i f 0. 3 emanYont Model#1540520 Insulated Flood vent 12A112028 Yes Yes N1A +10Df 101) 4'. SmaItVent filpdel#1546521' Imdalad Flood Vent. 12J372023. Yes,:. Yes NIA ii0ok loo d: SmartViet Modal#15405U4 18&soot, Garaged Door notd Vent fzYku2023 Ya{ Yes IVA 1,11A 6 Smalvot Mode)#1540d70 Wood Wall In sulasd Flood Vent Imv2023 Yaa. Yea 111A 10001D0'; ? SmadVent Model#1640-s74 14, 5&quo: Geroge Door Flood Van[ 12t31R023' Y. 1.NIA N/A Florida Department of Business -& Professional Regulation Page t:ai Building Codes and Standards. 114t.1021 Product: Approval Application Detail Code IEn Itror late oats Ono PehI 000 Mug Varsion: Manufacturer .Contact Ereadh'ac&License Validated ev Validated 51 .FSC Amrnvzl A -,VW Status Revsion 2020 Drexel moats, IR Jason Shumate Zachary ryR.Ppriest Lapk.BOO. P. E. 0_8I102020 089(202092 101131A20 Approve,d.. Categery: ROo(Ing iW2)3dtt_WI PE74,021 - {n341300-1800 aubCakegory; M4C91 RO1 lshumetsQditmet:com Cegglllanoe Method: Evaluatlop Repot from a: Pi$rida RgglSieredAdrehideci era Lldan sedFlwl_de Professional Engines, Quallry Assurance -AoprevedLIKUse Almu'ovedfor Use 1g1g341 Wall el. �eror Nam roud Dssorlodan Contract E(olrauloll Date I v 9uteldamyn Resistant PDs m" RpimgSystems a I)MG10014S;. DMG 1505S,CMC-iTSS, OMG2,OD$, 12WRO25 Yes No N1A +Qr-180 :A C5v Florida Department of Business & Professional Regulation Page 2c14 Building Codes and Standards IM2022 Product Approval Application ❑stall _ Code, _ _... Entity or. 20 >DateD;)te Pendlno ,D�_.._ Type version Manufacturan Contact Enarneer & License Validated By Varidated Sub. Rtetl: FBC Aooraval. ApproYee' SHtus Revlaloh 20M Therma-Tru Corporation Steve Jesparson' Lyndon F.Schmldt,::P.E Ryan) King, F;E,. - D411512021 1211f2020 04122/2021 06J08202n Approved Category. Exterior Doors (800) S43-715n PE-43469 (81$)767-WS Sgbpotegory: Svyiug.It Fxtanar Door Atssembles:- sjosperson&hermatru•cc - Cb.pOanee Method: Evaluation fieportfroim a m Florida Registered Architect or a Licensed Florida Professional Engineer Fl:#2948YxRb'PYodfrdte• _ � - QualityAssurance Approyedfor Use Aporovad for Use Impact Dalian Sad.# Prolfuct Model. Number err Name_ Product Description Contract Exolradon Gate .n HVHZ Outtidde HVHZ Resident pre -- 1 a.Therma-Tru Fiber-Cmssivand SmaRh-Star Nominal 8$p99;88quotlmpactBquot Opaque 7213iY2022 Composts E::q Fherglaas3xrgde Dar No Year Yea WA 2 b. Therma-Tru Fiber-CFassu and smc�i-Star (InsVdrlgtOutswing, Xmntlguratfal) Nominal6&#99,8 &quo f1%4ct d 1 Opaque 121312522. 'Oomposte Edge Fiberglass Single Doorwth No Yes Yes NIA 3 c. e - oast not' Th rasa Tm Fiber CI ca Smeath-Star- - - Siidalite(s) (I AmnglOutsAng; XC+ OXor OXQ, c nit Uu, ) g 9 I o a u 12 f2U2 Nominal 6 8 131 2 8Ed &q pa 9 t OP 9 Composite Edge Fdbemlass�IOoubk Door oath or OXXO No .. Yea, Yea WA- 4. d. Thelma-Tru Fiber -Chasm antl-Smocth-Star. wthout Wdeites (Inswing)rOutsfing; XX or conflSuragona} Nominal 6$#39.0 &quot,lmpact&qu0Opaque 1=112022' Composite Edge Fiberglass Single Door No,. Yas. Yea N/A. 5' e;Therma-TruFtoerClassid andfiiriodh-Star' (fn..WnglOutsI X oorriporapon) Nominal 884380&quotlmpact&:ggbt,Opaque 1213112022i Composite Edge Flberglass'Srgle Doer vrIth Side) Ae(sj (I dsvu XO, OX or OX0 NO' Yes Ye. WA 6 fi aT-u ] ' c n - f.T arm r Foer-Coast and Smooth Star ngl0ulsyAng; COn Uratian6 n9 ) a &opaque1 73 2 Nomin I88,#39�0 uotl u -12 91202 q rnpacffiq of .Composts Edge Rberglase Double boar with ar No Yea Yes NSA T g. Therma-Tru Fitar-Classic and Snmoth-fir - i•,tth0ut SMelifea (Irnswlttgl0rrrsvdng• XX& OXXO confguratons) Nominal 6&# 88quotIrr%f&girot, Glazed 12131f2022 c.omposite'Edga FberglasgSigdie Door-- - No Yes Yes WA 8 h. Therm-Tru Flber-Cfassic and Smooth -Star (InswirgtOutswn9: X corfigurabwr) NomtnarS&#39;8 &quot,ImpaetSsluot, Glazed 12131r= Composts Edge Fbetglass Sngle Dour with No -Yes Yes N1A 9 'i. Therma-Tru Fiber -Class 3 ber d Sn th-Star .. $ideltte(s1ilnswinglOutsyvrag; XiO, OXor rixb configurations): Nominal 6$#39-5 $ o I a tint Grazed 12131/2022' 4u t asp dub Composde Edge Fiberglass QouUle Door vain or No .. Yes Yes NIA 10 J. Therma Tru Fiber-Classlo and Smoofh•Star without Sidelites (Inswin9lOut vnng; XX or OXX0 wnfigurailons)) Nominal8&#390 &quotlmpact&quot Glazed IW 2022 Composts Edge Rberglass Salgis Doc, Mo Yes Yea NIA 11 kTnermaTruFinerCiacsfaand:Smocth-Star- '(Ins44ngf0utswir>g; X-cahtiguratlon) Nominal8&#3B�o&qudt)mpact&quot Glazed IW31=22- 1amposi10 Edge FIZVlaaca Single Door With ng; OXor No Yes Yes WA: 12 I. Therma Tru:Fiber-01"Icand Smooth -Star del'ta('3 (InsgvaglOufs" XO OXO configurations) Nominal EW9:C&q"t.I'npact&quct Glazed 12MIno 2 Composite Edga Fiberglass goubk Door Wth or NO Yes.: Yes NJA 13 in Therma-Tru Fiber Classicand s-oth-Star -without Suieiltex (InxwingfOutsw'rng,:i6(or OXXO configurations) Nominal 6$#38,8&qu0timpact&quot Glazed Molded 1213i/2022. Open Compcsite Edge Fibe(gfass Single Door No Yea Yes NIA 14 n. Thermo-Tru Fiber -Classic and Smooth -Star - onswrg/Ogtswng, Xcomi9uranon) Nominal 6a0338&;Wtimpaot&quot Glazed Molded 1201r= Open Composite Etlge Flb'erglass Single Dow Ie10n Glazed Molded Open SidaYte(s) No Yes Yes WA 15 0. Therma-Tru Flber Gassfc andSmooth-Star (Iru m gioutawing; XO, Oxcr OXO.cvniigurzbens) Nominal 8&#398 &quatImpact$,quot Glazed Molded 1213112022 Open COmpirsite'Edge Flbergtasa Douai: Doorwlth No Yes Yes NA ifi he ma-Tru Filrer-Classic and Smoot h.. p T r hfibr prwkhoutGlazed Melded 011en Sidelites (I ns%ingtOutsring; XX-OXXO carrfi9urations} Nominal 61 39$ uo Im a ob 12)31P2022 # ., 8q t p d&qq Opaque Campoa"a Edga Fi 1,e1as9 Safe Door withMolcfad No Yes Yes WA 17 q. Therma-Tru Flber-Classio and:Smooth-Star Open Sldel lte(s) :XO' OX of OXO confgurations), Nomina168dP.9,8•$quotlmpact&,quot Opaque. 12131/2022 No Year Yes. NIA 289E woo. Marston Manufacturer. ReAsion 2020 PGTlnduatrtae cak@gory, Exterior 15-c- SubCat89-y-'sdldirg et balor Dov Assembnes Carnpfla-c Method; CanrficeLph`Marx, or L tag Sao.# PYdduct Model. NunrtI Name 9' 9r1QS570 (Large Ml9sdle Impact) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel=oil ilam2 al iffy r rig b& Vale per i9i- t& C-. gci Eltserea & License. Validated' 5V Validated dazed. aaluarrilksol #aC Approval taStatus. .lama Roa-'old' Miami -Dade BCCO=,CER Miaml-Dade GOOD -UAL I111912020 102W2029 1124n020 Approved (941)486-0100 (7861315.2590 )rasvynklQpgllnauaMes.e ' product Dosarlalon. Vliryl &I GII poor Quality As.4uraw Coi$rect Exeiretlon Date. 04/142021 Impart. 21ft Resrelanl Yes NIA March 15, 2022 PRODUCT APPF7%", 0"VV L 5P'EC F � T SHEET(2022) s required Florida Statute 5 .8 a Florida Administrative Cede 13 72 please rWde the into stun and regal numbers o building components listed below it � wired by Icy rota tatut 5 � � not Ind 9 r p � � rm n approval m be n the b rag � m 1 they will be utilized on the construction project for which you are applying fiir a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star N►N4 IPA FL 0461.1 +87.01 7.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star OMPA T FL204 8 + 7'.0/-B . psf 12/31/2022 ThermaTru Fiber -Classic and mooch -Star (IMPACT) FL20470 +80.0/-8 .0 psi 12131/2022 B. SLIDING MI Windows and Coors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psi 12/3112024 PGT Series 5570 NOA 21-020 .03 +38.71-3 .7 ps 4/1412026 C. SECTIONAL Wayne -Dalton Series 800018100/ 00 #1105 (8X7) FL8248.3 +31a01-35-0 psi 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (1+6X7) FL82'48.10 +30.01-33.5 pat' 12/31/2023 Wayne -Dalton Series 8000/8100/820 #1124 116X7 FL82481.11 +34.4/-38.3 psf 12/31/2023 D LOUVERED . METAL L F�E�! DFiS ere Division of AL DG inc Curries r►r Qn A 1 07 7 7 727 747 . nd 8 7 Single ,�t Pairs ct Door 0 1 f � 9 _ s FL11537 .1 / s t sht12/31/2025 ,� � iris } 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 + 10►1812023 PGT Series 5500 FL239.2 N/A 7/30/2025 E. HORIZONTAL SLIDER MI Windows and Goers Series 188 FL15351.1 +55.01-55.0 psi 2/1812024 C, FIXED MI Windows and Doors Series 185 FL15349.1 +80.0/ 0.0 psi 4/3/20 3 PGT Series 5,520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2024 PGT Series 5500 FL281.1 N/A 5/26112026 E. OTHER 3. PANEL WALL James Hardie BuildingP d. Cam lank L Siding and HardleP! nit L Siding p Lap 9 a I� 9 FL13 92.1 - FL13192.2 1 A. G SIDING N1A 2/3 /2023 1 1 B. SOFFITS i e Als d Solid art rated '�i Sci�rt d d ''�' Vinyl L 52 5 2,2 F 1 72 1 - FL1 27 + - 75 O/ 0 t 75. 12 13112023 Alpha Aluminum, inc Solidand Vented Aluminum Soffit F 18544 R5 +;54, 21- 54.2 t 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 1211612022 B. UNDERL.Air MENTS Tamko (for Shingle Roo 151b Felt Underlayrnent FL12328 NIA 6/29/2023 Plyglass USA, i nc . far Tile Flo P OLYS TICK 'TU MAX F L:5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch alai Camp OffRidgea Vents FL15918.1 FL16918.4 NA 9/9/2026 Florida Metal Products, Inc Vent RV 10 F L21580.3 NIA 12/31 /2024 Lomanccf Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psi 12/10/2025 E. ROOFING TILES Baal Tile 'Villa 900 FL7849.27 - FL7849.28 NiA 12/31/2025 Eoral Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSf DMC 150SS DMC 175Sf DMC 200St DMC 5V FL17679A +0/-180 12/31/2025 5e SHUTTERS A. STGRhII�I PANELS io Products Global Protection Prtrd c Galvanized Stec Storm Panels I 1 Pa F L150 �6- - F 1 078 7 1 L 5 .2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL178+69.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A 'WOOD CONNECTORS/ S Structural Grin. U P ra see chart ANCHORS Simpson Strong -Tie see chart B. TRLS SPLATES ITW Building Components Alpine Tr ss Plates F L1999.1 - FL1999.4 �' 1 2/3112024 MITek Industries, Inc. Trues. Plates FL2.197.1 - FL2197.. N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LV L, PSL LSL FL8527.1 - FL8527.5 Ni 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products Inc.High Strength Concrete Lntels F L1774 NA 5/ / 02 4 Florida Department of Business$ Professional Regulation Paget o13 Building Codes and Standards 25za2z Product Approval Application°Detaill Ss29E J=hilly or 92M 2 a Date Pending TjDee Version ''Manufacturer contact Engineer &License Validated ey V p d Submitted MC Agoroyal Approved status Revision 2020- Therma-Tru Corporation Steve Jasperson LyndonF Sohnlldt,:F.E. Ryan) King P.E. 07123J2020 07/122020 OW200= IOMS0020 Approved Category; Exterior Doors (800) 843-7628 PE-43409 (613) 767E555 - SubCategory:. Singing Fterior Door Assemblies. sjasperson@thermalru.co Compliance Method: Evaluation Reportlrom a In Florida Registered Archftactora Licensed Florida Professional Engineer 1=L�20�T0-R3Prai3Ucta: .. -. QualitvAssurance Aporeveefor:Use Aoonevedfor Use Impact Desron. Sea M. Prbtl uct Moder..Numbercir.Name Fredudt.Description .Contract EXpiratlpn Date In HVHZ Outside HVHZ Resultant Pressure 1 a. TNerm..Tru Fiber-Chassic and SmoothStar Nominal 8&08 S &quot Impact&quat Opaque 1?15112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Insvnngl0uisvnng, X oonfgurab0n) 2 b;Therma-Tru Fiber Classic and Smooth•Star Nominal 8&#30 11111t`Impa11 soot Opaque 121310022. Yes, Yes; yes NfA Composite Edger Flbergiase ,$Ingle Dpar uw€h lit- te(s) Orinvingloutawrip,:. X4. Ox ar OXO. bonrlgurations) 3: a. Therma-Tru Fiber -Classic and Smooth -Star: NOminsl 6&#39;8 &quot ltmpad$quol Opaque 12),54 2 Yes -Yes Yes NIA CompositeEdge Fiberglass Double Dbcr with or w�hauk .lHes (Insymg/fiutswing. XX or OXX9 configuratians)- 4 d. Therma-Tru Flber-Classic anti Smooth -Star Nominal Bd#39 0 irquok Imp Ct&quo;.Opaque '12f312022. Yes -Yes Yes NIA Composite Edge Fiberglass 0 glo Door (Ino wnglOutewHing, X configuration) 5 e: Th-errna-Tm Fber-Classic:and Smooth;$tar Nommel a&#39,0 &quotimp2ok8,quc1; Opaque I WS1/2022 Yes_ Yes. Yes NIA Composits EAge Fiberglass -Single Door with 5dalde(s)(IrlswinglOut>kxing; X0, )Xor OXO configurations) 6 f, Therma-Tru Fiber -Classic and SrnoothStar Nominal 8&939,,0 &quoY,lmpad&soot Opaque I213112022 Yes -Yes Yes NIA ComposlteEdge Fiberglass OoUbfe Door with or without Sidelites (Inavingldulsaring XXor OXXO corrhgurations) T g.Therrna-Tru Fltier-Claesigand SrnodthStai Nominel5&#3988quotllnpad&quo# Glazed 1Z131rz022 Yes. Yes: Yes N1A Composite Edge Fiberglass Singie Door (InswgnglOutswing; XconflgurM,ion) 8 h, Therma-Tru Fiber-Classioand Smooth -Star Nominal8&#398 Ag:,,lmpad&quot, Glazed 1213112022 Yes Yes Yes NSA 'Composite Edge Flbargla4sSinote 11 Itth ' Sldelke(s) (InevAnglOub-ing; X0, DX or OXO GanfiSurahona) 9 1,Therma-Tru Fiber -Classic and Smooth -Star Naminad68#59;6&quotlmpad&soot, Glazed, '121$1f2022 Yes. 'Yes, Yes NIA Gampaslte Edge Fiharglaas-0ou bra Door wikh or Wthout 5ldet1 ea (InswinglO,ulxnaing XX•or OXX<2 configurations) 10 i Therma Tru Flber-Classio and Smooth -Star Ncmin 88.90 uctlms a Glazed 1-31 022 s. Yes. es WA I e N al #3 &q p d$q otI a 21 2 Ye Y A Composite Edge Fibarglaes:Sjngle Doan (Inswing/Outswina, X configurgt-ionl 11 1- Therma-Tru Fiber -Classic and 6mooth-Star Nominal 8&#39 0 &quat Impact&putt; Glazed 12MI=22 Yes: Yes Yes WA Composite, Edge Fiberglass Single Door wth SidelibsW 0uaWng1Outswing; )CO. OXor OXO -configurations) 12 1. Themna-Tru Fiber-Ciasaa and Smooth -Star Nominal 8&#39;0 &quot;lrnpad&quob Glazed 12Pd112022 Yes. yes Yes NIA =Composite Edge Fiberglass (Double Boar v th or 111,tSid ".0 (Inewnelouts#Ing, )X of -=0 donhgurafion5) 13 m. Tnerma-Tru Flber-Cfassic and Smooth -Star Nominalfi&#9.q;88quotfmpad&quot Opaque 1213tra022 Yes: Yes Yes N/A Comptats.Edge Fiberglass Sfngto Ooc r loon $quot,Non-lmpacAquoI Sidelite(s) 14 n.Therma-Tm R.ber-Grose and Smooth -Star (Nominal o BXQ, OX or OXQ cwi tions) &qutimpact&quot, Opaqpaque 1213121722 Yes Yes :Yes NIA Composite Edge Fiberglass Double Door Ath &quot;Non-Impad&quot; 3idelites (I nsWngtOulsw6 ng; OXXO configuration) 15 : a Therma-Tru Fiber -Classic and Smaoth=Star Nominal 88,#39 0 &gia>t:impabt&quot Qpaque 12I31P= 'Yos, Yeti Yes WA Composite Edge Fiberglass Stngiat.rmrith &qud);Nondm2'act&quot; Sidel*ss) (I nsintngfOutsvaing;XO, OXor0x0 ConflguraGons), 1s' p..Therma-Tru Fiber-Clossicand 5m0oth=S�r Nominel8&#39,0 &qugtJmpad$�quoI Opaque - I2131f2022 Yes Yes Yes WA Composite -Edge Fiberglass Doubts Door.11 %&quot;Non-irllped&quot 'Side)lea (I nsv lhgfOutsvil ng; oiXD confguration) 17 q.Therma.-Tru Fiber -Classic and Smooth -Soar Nommel 6&#398 &quot,Non-Impod&qu$-Opaque. 1D31i2022 'Yes. Yea, No N/A Composite Edge Fiberglass Slngla:Door (]newirgfOutawing, Xcopfjguralion) 18 r.Therma-Tru Fiber -Classic and SmaothStar Nominal8&#39861uotNon-lmpKMquot Opaque:.. 12i3112022 'Yee Yes No NIA Oomposfle:Edge Fiberglass Single Door with Scent) (InsvAng1Outs ng1 XO, OX or UXO configurations) 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 $quotNon-Impaatdquot opaque 1213112022 Yes Yea No WA ComposFte. Edge Fiberglass IOouble Door Wth err without Side tees (InsmAhgJOutsiNing: XX or: DUO confgurations) 20. tThemra-Tru Fiber -Classic and SmoarhStar Nominal. 8&0e,0 pquot;Non-ImpeG&quot Opaque.- IMI12022 Yes. Yes- No NfA .Composite Edge Fiberglas4:Single Door (Insvnrg(Outi+ing, X configuration) 21 u.Therma-Tru Fiber -Classic and Smooth5tar Nominal8&#390&quo0bo-impaattiquot;: Opaque 1213112622 Yes Yes No NIA Composite Edge Fiberglass Single Door With Sldelbe(s) (Inxwingioutswing; XO, Ox or OXO - ;comflduratlansi ma 22 v. TherTru Fiber Otassrc Smccih-Star Nomnal BauX39;O&qu tNa Impact&quotf Opaque 12101=2 Yea; Yes No NIA Composite Edge Fiberglass. Double Door w4th or vdttiout 9uleliYgs (InswingfOiutswmg, xgtdr QXXiD. - of orations co g ) 23 -w ThermirI Fiber-Olessie and Smooth -Star :Nominal e&#SQ6 &quot,Non-,Invaci&quotjGtazed. 1213 =22 Yes Yes,'. No NIA Composite Edge Fiberglass.Sngle Door (InslringJOutswing Xoonfiguration) 24 k Th8rma-Tru Fiber -Classic and Smooth -Star Nominal SM38:8 &quatNon-micact&quct; Glazed 1213112022 Yes Yes No NIA' Composite.Edge Flbergiass Single DoorYrith 'S)delRe(s QnsWng/OutsWng; XO OX or OXa :configurations) 25 y.Therma-Tlv Fiber-Classlcahii-5mooih-5t2r Nominal 6&t730;8 &quotNorlmpact&pool; Glaiaq 1213172g22 YesYes No NIA Composite Edge Fiberglass Double OOcrWth or without 5kdelites (Inswing/Outswing, XX ar OXXO 12/31120Z2 Yes Ye$ NO NIA- 12131/2022 Yes Yes No NIA 1213112022 Yes. Yes No NIA configIvrations) Nominal S&d39;O &quotNOr,Impadaqudt; Glazed. Composite Edge Flberglasa Sngle Door onevingloutsamirg; X configuration) Nominal 8&#39;0 8q udtNon- Impact&quot;. Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (InswinglOpteving;. XO, OX a OXO confguration.) Nominal 8&939;0& uotNon-1mpa cti5q uot-Glazed 4 Composite Edge Fiberglass Double Door Wth or Without SidaI. (inswing/Outgwing;xXor OXXO :configurations); Florida Department of Business .& Professional Regulation Pegei ore Building Codes and Standards ir=21 Product Approval Application Detail amity or PO _2019 gate Petting .fie T oa. versional�-fariurm :Canted Endii14,18. License Vandated ae Validated uS bait e� t d 'FBCAombval A-vad &alas Reasidn 2020 MI Wndows and Doors Bri inSilinger Luis Roberto Lamas Steven M. UYlch, PE 10MR12020 lom6f2024 10rIWI1211 12115/2020 Apprayed Category: Exterior Doors (717) 380-3300 P692514 r?17):317-8454 - WOCategory: Slicing Exterior Door AssemI bsftlingeromlwdsom Compilance Method: Evaluation Report korna Flpdds Raglstared'Prchitect ore Licensed Florida Profasslerie Engineer , QUJlItILAsaurance A9PrQVedfw Use Armroved fa Use IrpAin SIg>W sod R Pro{iuctModelNuriiberorName pro Descalorlon' . Cantraat'ExolrallanDare. t HVHZ OutsMeHVHl: Resistant : Pressure 1 SERIES 420 ALUMINU M SGO SERIES 420 ALUMINUM SGD'OXO 12t3112024 No Yes No N/A 145-314&quot2180bquot NON -REINFORCED 2 SERIES 420:ALUMINUM SOO. SERIES 420ALUMINUMSGD OXXO,XX 12Gl/2024 No Yes No NIA 96$qugt;x808quot NON-RE10ORCEO 3 $ERNES. 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12131/2024 No Y. No WA 146314&quot,,96&quot: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX,. 12/3112024 No Yes No WA X0.XX'9%qua:x96&4uot, 5 SERIES 422ALUMINUM S. REINFORCED, SERIES 420 ALUMINUM SOD REINFORCED XXX 12f31F1024 No Yes No. WA 143&quot:x96&quot: Florida Department of Business 8& Professional Regulation Pager i r2 BuildingCDdes and Standards 1194021 ProductApproval A"oduppgcatIo n Detail 54 r �¢(ItiLc �® Pat. Figurine F $ e 31Ji version manufacturer Contact Enakieer&Llcenae validated ev v rVltlNed EBC Aoproval submitted m - d Paorove Status RWalan 2020 Wayno-Daton; a dvlsron of overhead Door D-Wis Krrnish JohnS. Scates JamayP Amason, P.S. iD112)2020 0D129/2020 10=020 12h&2020 Approved OMPDratlon 33DI763.8121 PE«W3,7 4kcxmsh@,eayne-datton.c (904)821-5200: - Latago r4erinr Doors sutrGNag.gy. samanal Extador Door Areemblies on, Cdnarllancellathod: Eveluatim Report rroma Florida Registered Archltacl or a Licensed Flodda Professional Engineer ,Ria�?M1§-12�f`PrtduLt% _ .. - '• :- . Oualih Assuranra Aooravacife Use nmiul for use A r lasted baton Sea i. Rotluo Model. Number or Name Product Description Conrrad ExWratlon bate. In HVHZ Outside NVNZ R"IsTaLli P?,r, 3 80D0l8100/8209#1105 8&#SS; Mex width. I48#39; Max helghL Glazing 121312022 No Ye9 yes +31.Q07-35,g0 evaliabk In top or Inbuttleto sedlon. 10 8ON/8100/420011123 16&99: Max Ida. 14&#38: Max hotghtGledny. IW1 IQ023.. No. Yea. Yes *3000F33,50 available In top or Intomlodiate section 11 800078100l6200 #1124 188rp9� M Max width. i 48#39:MexheightGlazgIV023 2p N Yes Yes 13440/35.30 :available tMOt39in: Intermediate section, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approvat Application Detail Pass Cf 1 I?IV=1 Code Enti vat t : e Pending 12rte .RB1&. :� .@tt4 jyyg: Verslpn Manufacturer Coned E"WrIeer& License validated 9v validated 5ubmided FBC Aonmval Anorored Sratu5 Revision 2020 Curves Division ofAADG. mo, Tom Rattay OL LLC Troy Bishop, P.E. 12M.02020 12/01(2020 12&v2020 Approved Category: Exterior. Doors ta411494.2813 i954)947 058C Subcategory: E%teria Door Components fom.retiayt$assaebioy.co Compliance Method: Centiliter- maf -ce Using m. . LLmllty Assurance ARrow for Use AyErMilfor Use Impgrl DC81a11 seats Prgtlud Model Nrurtb nor Name Praduct lfdutlan eac Contract Extdraban Dale In HVHZ Outside HyHZ Resistant fh&ssure 1 bfli'.,707,727,7d7, 75T. 77r and a4r Singiaend Revs uF' Flush,Glazed. and Wavered yingleantl pe"r5of 171311D075.' Yes Yes Yes N/A Doors hollow metal doors Florida Department of Business :& Professional Regulation Pagel ore Bulking Codes and Standards 1 W=l Product Approval Application Detail Code Entity or Date Oat. Oata:Pendmo Dete Tyde.version Manufacturer contact E-dncer & 11Rsn e. Validated 8v. VatldatmSubmittedb fBC:Aoomyar Aoerbved status. Rewsiw Z020 Pit. Windwa and'Doors Went Stinger American ArchitodUral ac on M III PE 11/17020 1V17f2020 112712020 Apprwed Category: liIndg4la t717)3b&3309 M."facttxers A-Cutipn C717I317ek54 0uubcallow Single Hong: bsRl'ngar¢]ml•Rn.coln Compliance Method: Certification mark ix L15 g Duality Assurance Armored for Usa Apollisal rot Use. imom Aeskin SS-49 Padua MabL Numbar or Name Product Des&lmom Corxrad ExolralionDate In HVHZ: Outside HVHZ: Resistant Pressure, 2 185SH 52x72 Flnhlangr Fialne IGISG Single Hung: 101082023 No. Yes No +b0J50: Laminated Giaes „fir to (u N .�. N L CD-0 0 to ^' W 0 CU 0 -� � o 0 o _ O U_ O > .cn W N N E O O Q .� VJ 0! 14 Z Z W J a) -Coop ® M a. ri3 M wr `) u) E �d tiS 3 63 y E 0 0 CC 2 C M ;n 0 O 3 (D E W ^, W z _ O 0 0 0_ S.."' U 0 L W U m H 0 L_ W Q W Z Z J Q SHEET N0, PA 1.0- ------,-- __ __ - ­­ ------ -----...-..�l-.-.-..-.-.-�..,.��.--.-�.�.I.- . ­ I .1 ­­111 ­ 1. .. 11 J.." Ill— �.U­, �__ l ____ _L� - ,-- _��..­._ __'L­ I - � . _� ,a L R _." 11 . . . . . . ____ , ialwli - 1 al J91- 1, i AL 1- _.j,J�WU"IIj111Lt1 ti;j, -1ali �uwilk,jLit��iilklmaulw&"i�ji�u,im"lki"!;�[i�-j li�,..�ik�,.,BAIENW"�i,imt.amiu�illimi" . IIJAA .1ll1ljlliui.i_jLj � '' �,. I , Florida Department of Business & Professlorml Regulation Building Codes and Standards , Product Approval Application Detail I ptigre 6I 105IW22 code ii 0 ii 2gli; 0,*Fer4tria Ra, ZM version Manutilt contact Eacalruser & 113iognsil Validated ay � Validated Submitted , F5G Apolerval Approved statu Revision 2020. Thhar�Tr, Corplol , Stal jailiparson Lyndon RtScll R E Ry.. 4. King, PE, 104712021 Wls'l I Q11,=C21 I V15)2021 Approved Category. Edo,kor DO am I $43-7028 PE-43400 (813)'767-6665 1 SubCat"OrT..6vvirging Exorrior Door AElearil ejaspersonothermatru.00 Compliance, Method; Evaluilitch Reportfrom a I Florida Registered Archrhactor�a UIdellsed Florida Profee."I Engineer I ... - - I - ,. I ,,, 1, , 1-1-11 11 � 11 l: I ""I"- , , I , , " , �Y_ ­ I I - I , ,0 , , ... � '"' , , " , � �_�, � , , i , ) - - r, -, �_, , ", , , "'. , ," ", 11 , -'­ � � � ",',� ,,�";A " " ,�, . . . ,,�, , , , _ ", ,i , "; , , , � " 11 ­­T ," � ' I - �,,,�,­,,,,,,�!�,�$' �� I,, ;, , I - Zrt, " ,_--,--,,, " ,--­'U � �, , "� Pi 1, ; "I", I,, ` �,� � _,,�',�', � "_;� , I �,,' I l�',�--_"",-,�-,'_,�,; ,,- ""), ��,,- � � " �=1'11`1�1 -1-l""11, ", �4�1' �` ',-,,,�,,--,,��,,,��,le,,�,4,�,",�""",,���,,��, I I ­ §11111111 '11111,11 �1'1 ��w � " , ­`---*�- '­"',"t , " �� , , � � , I, " - I I �­, � l� 1- - ,,f �`, .' ,,­'. ,","", 1'�11", � _ r, , - � ,_ I," " C�' , � "�, " "� ­�-­­ �­, ��":z,�4�-,,'�""-""""",�, I � ,�r` , , , ,- Quality Assurance Appirtivedtforthser Agroseld for Use Inni Ritlik 9-9 Produat Madell, Numbilrol-Winne, Woo Uct DeScrill I contract Exo1ral Date In HVKZ Outside HVHZ C Resistant Prell 1 a Thermal FibeRCIal and Smooth -Star NominalftlWill IliquotNon-Impaciftul Opaque Compostal-Edge Fiberglass Sirriglei Dow 12131f= I NO Yes No WA 2 , b. Th.-al Flider-Ctal And'Smi (I nsWriqlOutlaving; X configuration) N anninal (kIW_V,6AquotNon-imFuatI Opaque Composite Edge Fiberglass Single Door with i �13i/20j� No Yes No WA 3 a Thoma-Tru Fitsec-Classic And Smooth -Star $�l.t.e'(s) (insWriglQueewrig; )i OX ol III lifi.n.) N.mInaQ8&#B9;8 &ClIJ1*.N6R-Imp2CVlll Opaque nal Edge Douldhe Ell vnth or =�19.19,�-.rl.p(lt,sMngtOut.Wng;)DI�O)CCO 12131112M No Yale No NIA 4 cl. Therml Fber-Classia and Smooth -Star configurational) Nominal � 7&M,0 8quot,11on-Impactill Opaque CompositeEdge Fiberglass Single Door 12il No yes No NJA b a Thermai Fiber-ClIesi and Smicth-Star (l,nsWnWOuts%AAng:Xmnttou�atibn) Norfil�617&11�6.6"��mtNO6-lmod&qupt Opaque CampositeEdge Filderglasill Doorwith Sidell XO, OX OXO 12151112622 No Yes No i 6 I. Therma-Tru PlImor-Classlic arid snRooth-star (ItteringlOutsvill Or , ni =UVIZIZO JilquotrIon-Irripaidisquot, Opaque � Composite E dge, Filml Ins Sing a� Door 12isl il No YEs No Ni 7 9. Thermal Froor-Ohnizic,ard Smoorth�Star (Inrrvvina,burs�linl X comigu;stion) Nanninoll s&#Sq;0&quOV.Nor-Imp%ctacu�A1 Opaque QOmploeflEE-ligs Fitconglissel'single Doll 12131l No Yea No NIA 8 h. Themna-Tru Fiber-CL­ld and Smadal Sidellitel (111SWIRgIOUtEl Xb. OX or OXO configuiitioral . 1 Nornna]�B&#i &quctNOd_jmPact&quc#4 Opaque Composite Edge Fils.Mial Doubt& Cocr� With or 121311= No Yea No NA 9 'I- Therml Ficer-Classicard Sirritactir-Stair Wthouff SKINPbas (Irsv4rigIOLitieval XX or OXXO conligumetansl - Nominal Okill &quatNon­Imj,ect&l Glautecl Compl Edg6 FibergissisSil Door 1'291t2022 No Yes No NIA 10 � Therml FlIcer-Cialsaloand Stroatirl ansishirrivoula�- X canfigumartar) Nlornhad 6 ;8' Uctlih.ri-Impactiliquot.Glal 'icd CoMpmitaEdg&Flberglms,91ngleDmrwM 12f31/2022 NO yea No NIP, 11 k Therml Filder-Classio and Smadth.8ter Sidelfteks) (Insdim/Ourshving: X0, OX a ol 00111519MIJORS) , Nominal 68039:8 8quothlonrlm.loactilliq^ Glazed CompoeltoEdge Fiberglass Double Door Wth or 126112022 �No Yes No NIA 12 L Thermal-Tru Fiber-Clal and Smooth -Star Wth8ut'$Idelltei�l"Wlngf,t)uts�Ang; XxOr OXXG parrifiguraid � cl NomirW7AR9;0&quotNon-lm alaquot"Glal , , Pi , . Composi6E�dgoFjbwv[.,w.Sih�leDwr 12alr= NO Y" No NM 13 m.'rho�-Tru�iber-Class'fcandS=oih-Ror n!Q X-cartlIguredion) 'N'"-'Mn " quot,Non-Imp-L&I Glazed Composite Edge Fiberglass Single Doo - Wth 12131 =2 No yas Na NiA 14 M. Thannal Flio-Qlal And Smootti SWIlifil 0'"Swrigio.tisl XO, OX or QXO whiliguratiple) Noml 8493go JlquorNom-1 mpactitcluat: Glazed Clornpoisdil Fibergloed; 8ingleDoor IR�31;2022 No YES No I 15 .. Tharml Fibsr�Clal and Smoort-Stal (firitnaingr3utiderintg; kporrigumiti6n) Namil 89#n:Q&quoZNion-lmpact&l Gal Composite Edge Fiberglass Single Door wth Sid-lit-i(s) Ox OXO 1213112022 No Yes No, NA 1 B p. T hermarl Fiber. Classic and, Smooth. Star I (I na"aro/Olurtal a: = or configurations), Nom ni UAll &quot; N a n,I mpaicMi G lazed C;.mpo�ita5"�e�ibergl.�sE56obk�b6.rwth or 12431 r2022 No yza No, INA 17 q. Thermal Fdb­�Olaacaiu and swath-StEr will Sidolit" (Inswing/OudimvinI XXor OMO trigurastons) Nominal 6AW-.8AquoI;Nam-Impac1&quK� Opaque Composite Edge Mberglass Single DidorvvIth 121-31=22 No yas No NIA is r. Themil Fibet-Classio, and Swath -Star Transom (ImsmvngiOultavvinra� OIX configuration) N.Mir,a[139#39;8&q.6atN.6n-Impa�tSquot; Opaque , C.�p..ibeEdg�Rb.rQl�.Si,g��0-r,-Ath , 1W92022 No Yes No NIA 19 s; Tbarril Pbo�Qsl and Smool Sidalitalls, Al Transom II ri-AtiOutishing CJX0. CIOX arbloyd conigurathans) NDminatS&,q.'�g,B,Aquot;Non-irnp6,d,&quat Opaque CornpoeitsGI Fiberglass Single locorivirt 1MI12022 No y" No, NJA 20 t Thcrw-Tru Fibar-CIal and swal Sawilial ft-Angloubil XP. GX or OXO Conhnuous HAM AM Sill wringuratiods) Nominal B&III &qUct,,Ncm-irrpad%l Opaque CompoeteEdge, Rbsrg law Single Door with 12MI2022 No Yes No NIA 21 U. Therml FlIker-Classic andSmoolon-Sar Sideral OnswinglOutavvini XO: i 0I Continuous Head and. Sill conflourstions) Norritnat6i &clubt:11on-Imbauctiliali Glazed CompoillisEdge Fiberglassaill Dal 12J81126�2 No Yes No NJA 22 v. Therml Filder-Clasaiclandsmootlh,'�Rlr sidaiw.) (Insavingloutsam"l XO. OX or I Continuous Head and Sill configurations) Norintrual 8&1*0 &quol mpaot8l Glazed Composite, Edge Fiberg law Single Dol 1 W112M No Yes No NJA n w, Thermal Filber-Cleal and Smooth -Star Sidallbal itns�Mng/CUtPvvnl XO; OX I Ol Continuous Head and Sill ocrrfigurations� Norninal,60i &quot;Nom-lm.pac*uot Opaque � Compol Edge Fibarg Izass Door peril vdth Vented . 12nl= No Yes No N/A 24 x Thermal Fiber4assicand Smoth-Ster r adelital oravvingfoutill,ving: Xx xxx air xM configurall Nominal%tsigs &quot.Nor-Impadatl Opaque I Composite . Edge RblardliessDaorloarmelsvAthVented I �J31= No Yes No N)A 25 y. Therm--rruF]ber-Clas��lewdSmooth-Stor Sclailies(s) �lnsvvinpioutsl XX XXX or Y)W difig.r4b.h.), worl 6�,�#39:8&quat;Non-Irr�oacM,Iuot Glazed Corriptarkil Flib5irgialial Panels VAth Vented f2i?�11,1(W No Y.. No NJA 26 z Themm-Tru Fbar-ClassiGand Smooth -Star Sideliel �ravliimWOurtsvvirl Xk-)= Or )OOO(- configuinificars) Nominal 8&1S9,,D tliquot;Non-Impactill Glazed Composite Edge Fiberglass 13cor Panels Wth Vented 12(3112022 No Yes, No WA 27 m. Thermal Fiber -Classic and Smooth -Star sidelo(�) (inevAngio.u&I xxxpr xxxx col Orators) . Norit 0&'#3Ig;88quat;Non-lmpact&l Glazed Composite Edge Filbeiglass Single Door with 36l Sda,lite(Qon 'ng1OutsyAngrXO.CXorOX0 1213112022 No Yale No I 28 .6. Therml Froer,Classlic and Smooth -Star coinfl�umaticms) NoMiml8g�PMIS&qLMN�n-lrho,ad&quot;(31azed compashita Edge Fiberglass Doul Door With Sidelil I VW202 No YES No NIA 20� Zc, Thermal Filow-Classio,and Smocth�$srr �3039,0 (I moollinoiDurts,shni O= do"Il Nominal III')- Mo. , claquotiGlal _.___ .dg� I, Door with Ulit , ii 1=1112022 No Yea NO NJA �39 zd. Therml Filbar-CAssa.rid Smoath_Shl .caljhl �Rsva or OXO ;rfig.na al ... �ail mpactisqui Glazed Composite Edge Fiberglass Double Door with 1213112022 w Yes NO NIA M ae, Thermal fiber-Cilissal andrSmooth.Star 3M%0scelites, (I risvAnglOulssving; OXXO loariffillumal Nordarl Tilti &quotNon-Implactiliquari car 1281 1`262� NO Yes No NrA Florida Department of Bull and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2D22 FL#521lillil PA" EUMN—CE = � Date Date = Status lype VilirtillOn Manufacturer ._ Contact fngineer & Validated y . Validated Submitted Efil Amqylild Approved Revision 2020 POLYGLASS,USA MaoryAllpert, License JohnW 1012MO20 1012212020 FBC 12115120;!o Category: Roofing $9542331SSbSrnalpert@pol�gia,.-c.m RobertliNierrinen Kniezel PE ammw Subcategory: PE-59188 (954) 772-6224 1110112020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLA5259-R31 Products 21LOW-Aftillwo ap2mudil t� 1111111111i . S. i'29A tlndl� It ract Eligiralain larodumat Ml Number, 4ar IN — In Hi I ResIvI I Poli Root Vircieftyments Roplingunderhaymal 10121=22 NO Yes NIA I Polyglass Roof Underfaymerift (Hl P*gIll roof undellymentis for use In FBC 1 2r23/2023 Yes No NA HVHZ jurisdictions. 2 Polyglass Root Unilarlaymerift (non-HVHZ)Pol 1� roorunclertayments, for use On l7J23)2023 No Yes IIVA I Fillon VHZ,larhalicillow ndps Rl , I Polyglass Fil Undeftyments (HVHZ) Polyglassropfunderlaymentsfor use in FE3r,1212312023 Yes No WA Hl jurisdiction.- 2 Foll Roof Undeftyrni (non-HVHZ) Polyglill roof underayinants, for use In 12l No Yes NIA Fall Rnm­HVHZj.R[."-. 1 Polyglass'lli UndenlarYments, (Hl Polyalass roof underlaymal for use in FBC1 212312023 Yes No I HVHZ jurisdicti 2 Polyglill Root Jnderl49meRts'(rgn+VHZ) Poll roof underal ents, for use in IV23)2023 No Yes JA I FBC man-H VHZ juriallikod ans. IN, i Palyglass; Roof Undarbsyments (HVHZ) PlAyll roof underlayments for use In FB01 212312023 Yes No NIA HVHZ jullsdiclione, j Folygill Root Underlayments (rarl Polyglass roof underlayments, for use in IMYM23 No Yes NIA Ill moni jurisdiction.. Orkdon Pres 461i INVA .WA/-il NIK -WAI-1 WA 'Ni N/A .iWAI-622Z Florida De par ill Ind of Business & Professional Reg u lation Building Codes andStandardii Product Approval Application Detail page I oil Ill Florida Department of Business & Professional Regulation Building Co,desand Standards Product Approval Application Detail page I of I I il Florida Department of Business & Professional Regulation Building Codes and.Standards, Product Approval Application Detail Page 1 arz 1W.021 commonawmIi isiligiiijill on= Cmd. l I mmm 1 Illial All 111111M III! 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Mull 121BIAII124 hl.� WVNI yes HA Florida 'Department of Business & Professional Regularon 1 Paill Florida Department of Busine" & Professional Rogu lation page 2 of 2 Building Codes and SWricial I 10=2 Bui Idi I Coctisainj Stands I 100,021 Product Approvall Applic AtIon Wall Product ApprovalApp!Ication Detail , I gilklEM'l''ll'', Is 'Ill'sill II ill I I I I 111 as ;III 11 I III liffl; 111 I 0111111111111mch . cod. —.- 1111j11111111SMSMgmir iistrIMNSpic Bari 0 MUMMEEM vllllle am Date Penctina III!, ENINEM 21i Code III al� Date Pill Cato Feegi .29L. mgm, y"ithn Manufacturer Cnatect en,ing,ralA..,. Vallgisfiel Validated farldn"Ittillitj rac Acal Aval aft mil yfiffieu milinerrictu cod"l E,,W,,, 11, Ll,,- Validated Is, Validated &J-1fifild FBIC A,, -,I Ailinimnalial at= R.,A.I.R POZO, James Harclo,gulaft Products. RE. Lhadc.roks V. Andrew Tom Jaho'gouthandtP.E. li 12�i,t/2020 011"I ding rR0ApP6 rwvo. tl All Nick Thompson Lyndon F, Sol RE Ryan J, ichir RE. 021151i(521 112i'l5il =22fml 001212021 Approved I categial Paviel Willi (0015454309 PE-81862 fnit)ml Cartalroall, Panel Welts (330l PE43409 tal a.) 7al 3uricat.gary, ading , chad.di.rcksearrishard subc.tericral SOIRI ,1IhomPE_&I.id,_ Complil Aleti Evaluation Repart Ill a ..carm C"ll-Mill Evelual R.p.tfr- . 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N�A Florida Department of Business & Professional Regulation Building Clodes andStandarris Product Approl Appilic atilon Detail page 1 all IM2011 Florida Department of Business & Professional Regulation BLjjkPng Codes and Standards Product Approval Application Detell Past I oil 115ratil inumenio� Cod. I I 1 1 I all :Ill I ill 11 : 'It 1: IN !I ,i i li I I 1: .1f,���ii'l litill litill ;;Ill liiiiiiiiiiiiiiiiiiiiillim�ililI Isrift ol� : 1 i !'' glinilglimi; :l ::;;I I ; it 2111, Data � 10111i; 11 Im i ;; O'de, p"dina MENEM= -Dal Code Britity Or PA& X[A Dow pandby Dill , 7V- vwsimm M,uW,- Contact firchrial License Validated Ist vardial Subradrad FacArainil A,--d status T11.6 vilasiom Candeat Eadirmar&LIcaftalle Valialmadai Validated Submitted FaCAoI A,b,bv,d albal Rehisian ,2020 Tall DMing Products LLC WO Edam FlobadNiernfiner, John W. Marovich, PE 10l ()Rq59Q?lO 101122CIX 1211 Ew7G Approved Revision 2020 LN, Thompson, Inc Me Thompson Architectural Tdw Christman 2adUry R. PrIll shaven 14 Unch, PE 09,17=20 Oell III Orl 120612020 Approved qat'liel Roall (417) 524,5644 PE:­5l ill , ivretals Company tTAMCO) (813) 240-3456 pil (717)31T-8454 sutIrtatlaill Undadomards kar"deffigtor-ko.ochn Cabagal Rooll lonyligugom.hor-fing,dom Compliance literhod' . EvalostartRil from a SuDCariiial RooftrigAolnessarlezilist are am Fladde.904salined Archil -a Lical Force integral Part ofth. Roaring System Professional rriginser Compliance Vielhod; rvaluallon Repart-from a Florida Regislained Architect -a Licensed Francis , , �, -- �A iii--m '_ 11 - ,­ "" � 11 "03,,,Iwe � , , "L -_'­,,,5_ _­ I �,, " _, � __ - , , �, _1. r . - , - , - , - " I � . � , I -, '' - __ _­ � , I I-T _: , , I - I , , � I: � , ��� I ��� - � L I - � _: � , , --, , ,� ,,� ,- �, I-— I ­ : I- � � � ,, -, � r � -, ,,� ---, � , ,I `,�A�,�� �� � � � - � � , �' L"� � �4M3_111 - - ,�v ­­__ , �, ,,, , ,,, � :_-,�,� �� -, -, �, Plate .land EnI . 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Produd Dreelptip comrsat Extiliation, 04. — I chial HWZ Resident lorseftnir �ll"�,.--i�,�-,�,---'�,,�'ll"I , , I ,� - - _� I ,,, ""��,,,,,,,,' ,��, , �, - __ - - - - - "� ,"� ,,,, ��,,�,�,'� .1 App,04tiiroll - -, At= - ,�', 11� jjsW � I", ROM 1 TAMKO Root Undeftyments I RdcA�Rdedaymwtkf.ruiislrF8CHV�rZ 06M/2023 Yes No NIA WA 9I � Product personal Cdil�eI is 'in HVHZ Resistant onilinal jitradetlathis. 1 TAMCO Flat TaloOff-Ridgi With earl Tile 20 p. riall. TOCI'Veal with barre 09M/2026 Yell Yea N/A WA 2 TAMKO Floo; UrdWayrr.RtctIq0N44V1-lZ) REOund.d.)rRert.f­ In FBC,cl 0&2B/2= No Y. NIA hYA 2 TAMCO C-AadackVant 26 ga. W0912M No Yes NIA -01-52.5 jurisdiction 3 TAII Off-Ridg. Roof Vent with BM 26 Is. stall rool'yeaffla1w v.,fth Integrated battle 09,08i Yea yea NIA WA � 4 TAII Round Top Off-Ril Verd hAth Bafflefor Tito 26 lial static road'yontfil with baffle 09ii Yale Yes N/A NIA Florida Department ofBasiness, & Professional Regull I Bullcling Codissrand Standsids Product Approval Application Detail pooll 1i 1; l it Nitirgla I il lisili ell ;I it l:l !I Ill Ill Ill ill Ill 1 ill :; i,: iffill 1II1I Ell sall; I 11 i i l 1 :i I I I I i i i , I Code I lell Dar . we DO, Isminginat MENEM _W_. 11M Vivel Main.f.l.w. C-Leat Ertakri-S,unimsel -validated & yariagow Subralft Fi Asomarl Aloorri X2111, Rl 2020 Lamen. Kaddria jeliev J-- L Barkanel Ill Steverl M. Urla, PE 4IJ2312= 1 WS12020 1IM020 di FIBIC Apil Clid.leary, Roal (5()I)s83-q1S3 PE-31242 (717)317-8464 SubCategairl Fealing Accessories that WEAR , klartylgromwcocom l Partafthe Rol System � C(arrillernar lailti EV.1.6101 R.P.I111mr. a Florida Registered ArchrEttor a Licen I Florida Propilini Bhonaer � , - , -, - , I i ­­_ I I I - � - , ­ I I � tl��tii�tiliiildml � : - : r- , _ , . �, �­ �, __ '' ­ - , I , ,��'­', �. " _­ I.. , -, � � ---, -, � - �,��,a�,, � ": �-_, I I - -I- -, _. � � � � - ,,� - - , I "_ __ � I - , ': I � � ��_, __ " I � -11 I - -, I - --- , - " � _, - , " - ,- - , ,,_I-- ': , � : � , - ,- , z� , , �,_', - 1 ,:, ': . �_, 11 1 4�� - ", " :�4 � .�: ... .. . � _��_�I -�� �, ,, - " -,- � . - _1 - I I _ - _ I 6 - ,% Appri. Us. Approved far Use Irtual Deal leaff product, Ifiall Numb ar or Warnme � product WEWftdkm 12" firal Outside, HVHZ1 Resistant Pallsearra I Dall,k4lirl DA4chT0I-B�ili0.ak­AiroA-4 , I LW Pi -I Polypropylene PI-lia'A.l 12114)P2025 No Yes No 497_61,ll hileelarlballyAtial to Phveood 6sell. Florida Department of Business & Professlionai Regulation Building Codes, and Standards Product Approval Application Detail Illegal all lre.20�2, , � ill 1 1 I I g: Is 1; I i i I ; !I I � code !ill !'I it ill I , III: I I I 11:11111al I I I I :ill ll!ii�i!:l ;all I I I Eni 4* DIlite Dat. Flowing I I i 1MM111MM0 � Date Type version Manufacti Contact FnAmaer Ill Uld6litse Validated 134 Validated Submitted Fall A0,016VOI Approve statlors Revision 2020 All American Shutters end Glass Mks Ell Frank L. Bannardil P. E Troy aishop. RE -1012WO20 ItWl(512020 IV0512020 � 1215ii Appro-ed catlaw. shutters (561) 712-9882 PE-0046549 (04) 947-MBO SubCatnory: Storm Panels indlikela@.11ameri.anishutte Compliance Mel Evaluation Report from a (scom Florida Registered Architect Ora Licensed Florida Professional Engineer I , , 11.1 -, I - - � I I il��,_ . 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I Pal chat. Eaft Code am Veraf liladurlecturair coni litnothiminai U,- Ydwaiml Validated Submittind ll Aostal Amagasaki Stah- M= Version I Manufacturer Cant ru'dideal ucl Validated By Validated submitted , FacAptiraval Abonolad Stalus R.,liall. 2G20 MrreMnc. Err, Wal QC EVARUdicin serAM. LLC CC Evaluation Sal OM V2D21 0SMOI21:121 0 Ell 2r2021 Appr-ed Ri 2*20 Wey.,hisesser R�b Sadov,int X 15,Wurdian Sel i Ism LWI R E. 02ffl=21 10113442l) QZW2021 Api Cat Comporent. (962)8911-6635 1-1-0, tathshaj.'Binioemi.compori ,r3�), Ol 9 (BOR163i B.=Q. Plates .a%de­,QnRi:.a,m ��79O) 599-SBOO SAChialli Eng[R.W.d LilimbEr .b O.B.1d,dravisy.rina Cgrinollaincoltiadhod: Evaluation ROPortfroma cavil 1100ti EvaWil Report III . I I I .U­ � Pfol Evaluation Frift , y Product 6validi Entity - � �� 4 I � . � � � � �,- 1_" - ��� ::�'_;z�;��, 11`1� - I I . _ �� , I - �'. - , ,­ I 1, � �, ,--� -:� 1 :_ x '_- " ;r ,, _,-_�"-­,�,_�_ I j � ,� I � ­_N - , �4 , _ , , , � __ - �� � - , _ - , " � - , �, �_" �, ,�', , 5, '�, , , ,g_ � , . r ,", �i I �,, , � , " - � ""�. r � :c � - , : � - 1� ' I i - �_ I il " - --- I- - 4�`_, -1 � - ­� � �� , . � � i piddil !:,., " I �� � � ':_,,��, ,_,"-,_, �,�' �, ": , , I � - - -11 - - - _ , , - 1, - ­1 11-11' - 1111 _-�� " � , 1.'A ,_,�,,', - . ,- , _��­Jhv_�, -, - - "�, _ , ,- � _,­ ­,�,�t��,,,,�,�," ." �,� _1 � _11 ,4,��z ."_ 'I- - - - - � , I , � - I 11 � ,� � ,�� X � � -1. - _� , - z , , -, - 12 A , - __ , , � - , _1 __ � : : I : , ", - - - - - ­ - I I M �� __ ­1 - , - _-, , � , 1, ��, Z � 1, �11�_�Ill�� __ I -.I-- - I . L � - - e:, I - � . j ,_�, - - I � I ____ _: 1� I , - �, - - - - - , __ ___ -,� _ ; �� r ,- % �. r - � , - , - QualityA.sul �:_ __ � :,, ,�, - , - 'r �, I I Approved for Use Approved _ I I , , for Use, ,--,- - larl ��c � � Call _ � - I $-no I - - - ­� __ product Mol Number or Narr* - , _ - ___ - - - I - 11-1 .11 duality assurance, Product Cilaarlytion Comsat strildration Date - ­ � , . , Amoral W Use AnormialfimUss I In lIVRZ outside - , ., , HVHZ ill= Resistant ROM eirsisturis song I Prol Model Numb Of or Name M1 Ill Product Cascirlal Contract Exarliriallisr,I)i I I I 10 ga. high strength trull asin,actch plate Ill Al Il outsl* yea kvhl 1i HIMstoo li Pressure PI�A 1 WhrolEm LVI, Laminated Van- Lumber ,P131f2023, No "rass rfr�l N'A 2 Will * go, viper high strength truss,parml plate 12WR022� �,fos Y as I N I (A WA 2 porall"an Ill Forage Strend U.rl Olil No Yea IA/A l`UA 3 1,1111 16 1�� ga; trass connector plate 12�Ml Yes , 'fes NIA NIA 3 11mb.tStrend LSL I.Mil 15I Lumber cl No yes NIA N,A 4 IATISHS I a us. hi strength tri -nR.ctW plate 12131,2022 Yes Yes NIA WA 4 TJ Rim Board Structural Coffisal Lumber or Oriented Strand 0313112025, NO Yes RtA NIA 5 MT20HS 20 I high strength trues connector plate i2r3l?2022 , Yec Yea NIA NIA 5 Weysms...Rim Board brand I Board Onal Stmand Board Ift Board OM1,2023 No yta NIA 141A 6 TLIB. MTiB 189 .. trusacen-cliriplate. 12mrlaol yes y_ MIA NJA - 7 TL20, MT20 20 qa� tal corml plates j 2131aQ22 Yes Yea NfA WA Florida Department of Business & Professional Regulation L I I Building Codes and Standards Product Approval Application Distill Page 1 .l 102cl Code Emil o 4u Lisil Data Pandl 20 mft AW.on hisinurratiturar Cents linill"Per a Ll Validated Bar. 1 Vididialrd amoral PIIC Arigrolval Approved at". Revision 2029 CAF mfohl SI Rcll NeRilren John W. Knerceviah, PE 0,I),2612D20 g9l IOIOPJ2020 121l Appfovoi;i central flaofing (400)760-34ii PE-58166 (914) 772-$224 SubCal.lamr. Ail ShInglas nisticirtilgralfoord comlirands M�.d-- fvotual Report from . L Florida ReglitureciNchract W a Ucelnsed Florida Protessional Erioncer I I _, � L adilial-L-l-4 : , � � L� I '�� :L ", ' ,� 0,611''al !,"',",�'11" � , , I �, , v � � � , - , � '', � , .� �, 1.111,11, 11 I - 11 ,� , � - � I I ­ 1�,�� � � " ,,, � I 11 I �- ", "I IL ,�­�",�> , ,­"",�,,� " , , 1�1 L:�"", ""�",� , , , , __ "�� I" ,� �, _ 'L � , 1:� , ,�:� ­�",�,,�",', � �, �,t �, ", - � ", � �"",� L � "� ,�, " , � , �, " , , L ,� � l ..", , , � ,,, � ,,,I �: �, - _ , � , "'! " ,� _.�,� - , � ' I "" , , ,,:', , , 'r I - � , ,,, . . ,:1 ��W, A-— , " ,, "L �' " I I I , ""' , , � , -, -1 I � � � , , - y -� , , - -- "" , " , ,� "r " � ,. ", �, � , � - 1-11-1 , - _', -1 � � ­ ,� "I , , ��, " ,­­ 2 � ,,,�, -1 1-1, lli� ,, , ", �' � " : 'A," . .. 1 ., � , ," , , , I I , ', _',' 1 ��, � � � �.5 ,�: I'�� �, "r , ­­,�_,.,­��, 1, , _",� __ �, �,�, L �,,�,,"J�, ,� I 'i�, , ,,,, I , ""', Quality Assunvi ,-, .... " Axial fair Us. Approved fill: li I ,� , 11110111 �� I tinilm AMA Product Madrid. Nu"a or N- Isreldi ollsoirtion comiract mildiralliam plate In HVHZ Outside HVH U Reelstivil Alessi 1 GAFAAPhNt Roof Shingles Fiberglass, neritarl 3-tio, lermn.t5d. 5-nito and 171115i NO Yea NfA NJA Irliffidge asphalt ,ihingles, Florida Department of Business & Professional Regulation Building Codes and-Stinindards Product Approval Application Detail Ill I I ire,421 Code 15"i a 2il 213 Date porlding Date WpAr Version alleduracturair Canted Mani & LJ-- Valldal El Validated 8.1tarlitild FAC Appral AP status RenAsion 2ow F(Orde metal Products Inc. Clark James James L, Sucicer, P.EQ, al Ill. Ufth, PE 09,2712D20 (H)l %0412020 1211CVN20 Appral caticloni; pool (904) 783-8400 C RUCK Eingirearn.; i T1 7) 317�8454 tkubcal-gamin Ral-fido Ap-assonse, thirsts an �IWkQra_.­m Pi Irflaglal Part afth. cirdalingl0i C.mix0ancalill.thad; r;vhul Report ficans Ford. RqI,dW6dAr&lt.ct.r. Licensed Pierce Pirm.salchil Engineer � F I I �_�­-__-"-­ I ­ - __ I I- __ I - - I - - �7­ , " I -1 - I - , 11 I I'll, I I - I 11 11 - - 1 � I 1-1 I I I ­_'_ � :11 �, I I 11 - � � � - � S: I I , " - , � � I , , - , - - I - , I I 11 - ,� ��, 1 - .11 vl � � I I , - ___ , ­ I I I ­ � -1 I I 7, � � 1 . . .1 � I I , c'­ � � ,� �. __ - - - I .- - ­ , : ' � - I I I � I � r- r 1 ,7 11�,_, � �-,,�� AIM[= III Approl for Lima I � I - ,� I � I "I � - �, I - � " ­ Z lulm DO-111111 I gn-A eltinitior Or N,,, product Dile'diali C,!��, "hi I Reliaral Presso 3 LEI RldoeVeril AIUMIRUM Ridge Vents lot Prighedrooft fabricated 120 ll No Yes 140 NA ft. 3.025'A­im­ Fbrlda Department of Bmalness, & Professional Regulation I P.9a I e3 Florida Department of Business & Professional Regulation Page I of i , Building Codes and Standards Ill Building Codes and Sts nda rds i0i Product Approval Applitation Detail Product Approval Application Detail 1101111 Coca, Entity a nalte Dards Dal Pending Date, "a EMIN - .ul nil data Pill 2919 Ival Venal hilanurfeartureir Cani E.,An- & u.sed" VAIdl & valdsw Sulanitted FBC AW,vd Arnerosed status T-0 Version ManufaM Contact Ilincrillol tillurcermig VAIWAted Validated %jamil Flic Approval Approved All Revision 2D20 Ill cl Anderion Roold LAPTAO Unll Evaluation GaryW.Walkar li4=023 lilo2l 111l Approl Ralelston 202CL Global Protection Products. Ll 1-irl R16lonson VVafiarA.1­l5!,J,, P_E_ John W. Knecravl PE OW08120M 09l 1010112= l2flSll App,mied Datall Roll (Pol I SaMies LLP. (206) GS"illat Catel Shutters 680,7545 PE-44167 (954) 772-6�4 =birson0gloperitcom S.IoCatl, T. Racring ries Real no Ell bel SubOal Star. Penals compiler. Mol 2�sltilulad Report from - M Compliance Method: Evaluation Report from a Pirol EvAtuatilon Entity I Florida Ragnrlelrihd�Archile,dtorzi Lmeds4d,Flarida, I j��4�44 , � _ � �,,A",'_' ��,,�,,,_,_ I _11, I ; _ , �, ,_,, _�,� i � - - , ��, � I , , " - � mw , " - I ,., � � 'S ", I I I , - 11 `_ I � - - I , - I I I �,� � � � ­1_ - , �` 11 17' I 1,z , , - P , " " , - , __ I � e, I I 11 im, �_ , �1, �"""�,,�i�ll,�,,��"1""�,'-�,�',� '�, � " , - I -� ,",,,�' - � - , " � �� � I I __ __ _ -1 - I ­2 I ,_, ,,-,_,,�',,',' �- , �' ", , ` - � - , , , ,�,," , ­­ ` , " I ""', , ,� -, " - ;-' -`� - , � , - , � _ � R - ", : � ,, �, ," -, - � "l " , ,,� "', '7, ,, -, - - ��,, ��,,' � � � 1; � � � � --'!,",, ',' " � _ __ - , � �, ,��,', � � - " P�rlctlaaakkrai En gineer I - , � - - - 11 I ­ - " , 11 , I . � " I I � -1 _­ � -1 - 11 - ­ -1 - , I - I - I I - , �,'�`i " __ . ,,,__L - ��_,'x'r_,� I � �, I - I . 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Sa" product Model Num Product QW41DI 1, III HVKZ plumed, HVHZ Resislant Rl QualthLAssurance Aporcloldforl.1- Appofti 1.0act Distant is satlemy-all Sata�Counwsal..aplt Old English Flat Profile - DErval CO IMIJ2020 No Yea NfA WA SO4 III Product Model, Number or Name Product Description Contract Earritraton Data in HV Outside HVHZ Resistant Pneasu 17 lbstal, &WRI Impact Ssocl $00-sal Shake 44amip: Solt Shake Flat Praft -stol CA i2131=20 No Yes Hil NIA 1 20 Girier Gadvalniked'Steel Storm Fanelli COnfugated Gadvanizeill[Stoel Storm Panels retained 12151il Yes Yes Yes NIA i&� Sar.y Goo - sEW,,%.ke4­p: Solt Shake Flat Prol - Raltoj CA i,2131,12020 Nt, yes NA NIA 2 24,Gage Galvanized Steel Storm Panelsil or not by tracks to provide hurricane protection, Corrugated Galvanized Steel Storm Panels retained 1261j�022 No yes yes NIA � Sal 700 - Shake. Sl A.rrp� Split Shake Flat PRI - Ztal CA ill No Ire, NIA NA or not by tral to provide hurricane protection. 20 27 ,9;m - Shah., Slate Alimp: Split Shake T al �=na isal,al Fiat Ranks - Ill CA 1221=20 High Prolle - Kaly� TX 12131RO21) No No Yea Yea NIA NIA WA NJA 28 Mile Loa Prot, - Katy. TX `1?j21=O N. yes N(A NJA Florida Departrincint of Business & Professional Regulation . pal ol " Florida Departmel of Business & Professional Regulation , ll a 1 Bulidling Codes and'Standlarcis laaw Bluldlng Codes and Standards til 1 l 1 i; Product Approval Application Detail Product Approval Application Detail 1�1 � 1! 1 I 1 1! Cliode Do = 20 Do Mill Will Cod* Intitil Dar. ose Date Poldign P91A Z= )�� Abinuthill conied Ill lUcams. vatirladid W Validated sathrol Fac picarmandat Ationivid mal Z= �� lilifinudid,ner Conrad -fe"grill & LIU�se Y,Iid,t,d EW Vaird,fied aubmilrad Flat Ancrialaill Agaro"d a" Rial 2020 Aliolne ]Sluart Leals 100 Evaluation Sel LLC William M. Rairled. PE 1 wlf2cl 1012217020 11jowntic 1111)_=020 Approved R.M.icln 2020 ComirradAl Ccncrel Pmdumv.1ric. Robert I Samuel A. GroWbi Jchn Hoy 1:2vial 1 W 6/2020 '1212ill ding FBC Appr, CateloonF. Sviscrasi Cornpopents (321)71(Im33Tr t40lasl-11917 category- stnicurem Components (443)6l Pi (352) 588,5111 � I Subcaegorl". Truss, Plates MeMillipplaraft.- Subletagicrin Products Introduced 0, a Restdlt of p"castostaillItyahae-m I Conrollanvallieti E,eluslon Reportfrom s. 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Metal cchmrraat�r Plate 1WIQ024 Yea yes NIA NIA cruel Assurance' AgglorMforl Ajoarol for Uslas Ill Dandam, 2 frill amnorms hinge plate Will GoWertQr Nate inlill Yea yes NIA WA -sea # Produal Madid. Numbary !Jim Product Description ComireEtEMAddlonQI. Ii Ill Outside Radial pleasure 3 Rl SCIG/Allpirie T.J.. metal Comineator plate 12J31QO24 Yea yesi WA NIA I Oually Precosit Or Commarml Caroms Products Praci an d Prestressed Concrete Lin tols 05t25/2O24 t�lc Yes NIA N)A 4 17W BCQl W-1 metal Cohineartorpl.t. 12MIM024 Y. Yea NIA 1 N/A Florida Departmi of Business & Professional Regulation , Building Codes and Standards Product Appral Application Detail pan. i afi 117ml Florder Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Flags I .1`2 i !;it i ! I i I I I C-116 I iiiiiiiiiiiiiijiliffietaliffATUMM! a 1 1 lb all ll, i I lml�;l : I I I I I emigiommeRelmmm I entilly, Air o" I Deft P.I 11011111001 0l mwmili�;�nillalilil 1111111IF1111111M III!:! I ; Code ill ErAN at 'I 11 ;�'i 11 R& CA" Date Pal MENEM= M Ir"Em Vial maimurecau'reir Contact IsmalneW41,11owts. Validated ft vidifted! lill,brimitted � FSC Approval Admaraved aterv. T-E VEl Main contact Mrsilrev, A, U-, Validated Sar Validated Submitted FSC A,a,-W Aa-- — Revision 2020 CAST-CRETF USA, LLC Onibigicentmo Mramil Ill - CER Me im-Dacle 8CC0 - VAL i 112012020 10127r2G20 till Appro,led A-fronation 2020 Alpha Aurnimm. Inc, Jose sul Luis R. Lomas m. ukh, PE 11tIlit7020 11116i 1 11=020 Approv.d calagoal ahmaoit'.1 Cantponant. (813i0l (786)i3`15-4% Category: Pel Wilills .Steven f4071 501I PB62514 (717,13�7­8464 subcadaqdry�,Pmdual introduce d as a Result of iparrhmiI area.4orn I akdocluill Satfits , alph,ealurrinumlirialigyalho Nel Technology Corrollarrea Method! Evaluation Report hom, a E_ Compliance ffiell Cerlifluation Mark or Listing Force rregW.EdAr6lt.ta­ U.W.dFl.rc. I � " 11 _�,� � I I, 1�, 1, - , - - I - _ - '_ �� I 1; � : I �e - � - _ AA4*4A - "': tRI , I " _ , , � I � I � . - , , _ 11 - - � I I . , , - 17, �, ,� " � �_'14,'�;�',� ,�i�� : _; -1 �, - � , ,-- 7 -�,', �,­�,, -,,, � , -, , �, ,_ _ " � : 1 � ­,- , I I I �� � 11 I , , - - TL - . : I I I- : I � � 't " � -1- �� - " - - �, - � �, , !, ,1� ­�� � �, � ,1�1­ I I., 1, � 11 __ :_ - I I ., , ­ - � I - I � .1 � I , : I , ��, �_ �:�, � 11 � � - .�, " -, 1 �4 �, Professional Engneer 11 �� , - " * ' ', f , . -, - , �, I - � � "-, �, z� -,,,: �: , i � , , - ��,_', ­;` -,,� -- , _�, I � Sag 0 Product Medel. Number or Name Cal Availearmica, Accralled far Uss A—vad far Use, Product rescrieflon Contract riorpratior, Data in hiva 0orl HIM ki Dill It"Istaur Pressure T� _ r , - - �Y �, � , - _ , ,_ _ _, � ,�� , - rllii� % . .... .. �,'_,�� - _ , ; I - , � I ­­ � ,_ � �_' -� - , I - , -----,--_-- I , _ �,, �� ,�_ '. ,; ­ � - ­ , _�_.:,��,,��' ­�� - , :,� , ,, _�. � , "7 - - - � - _ , -, -- , :.: � '� _ ... e , - ­ - � 1, I ,- ., __ I - �: , "l � � ­ , I , ,,, ­,­,-� --,,,�� -- I , : - I : . I � _1� -,". �'�' I _: � �, ; j'' c ­ ��, , � - I _- - --, I . � , - 11 , - " :7" ­ I I , . I �_ I . . - 11 : ` - I � - � . ­ I I I I Hfigh Rural Concrete Lintals , , 4. B. 8. and 121rch *14%, trials 0,5n1i yea yes NJA NA Sm" Produl i did, Number ar Na aas et, Frodli usioriaticin Compact e-tration Appro"d for Use Am proved for Use, Data — Outside HVH likodart Resistant Design F,-,, I Alpha AlumnUrnSdid,60thip: V,l Alumin um 60MV QMU &Wnl A,rph 0 Aluminum Said damp; VentedAurrilnum ti acnity ClAU ti Wood . 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Ism and Warm For additional information reproi a Prqclutt-��pprovgt Systo Martf-DadeCounty, Not _e(Il iffUME, n2 Floriclits; aat6mcl m and !1s1fA,!,Ptno For additional inforrmMon regerclIng Fil �Rgfewlcle. Prod ot 'a m Approy I �qyste and MaM[_Il Count y No%6 of AaoOptartce�(NOA), MUM. (D 0 4_5 (3) C/) -1--4 FIL P71 FL#10446- 11 HUS�., HU$0 series hangers Face-rinount hangers available In vAdths rangingfrom 1-518" tol- -9116" co V) i;(nolheights ranging from 4,stlel to 11,, r�onbsaled flange Q) Sea# Product Model. Uum bar or Name Seci III Product Model, Number or Name Product Description aLl It oC Narne ver.sion (H 1.115bymilable far Models; having width edrualto or 0 titeri sta4tiss§ Steel concrete & Masonry' Screw (TTN-SSJ I' A21. A23, A3a, 434, A$5, A44 -Angles 'I ET, STd, 8TH Stick I Ties greaterthan 2 0 a) 0 2 AP,�!, XPA4,,APA6, APVA21. APVA4, APVAS Cutdtor�Accenie Angles, 2 OMSTJ�, OMST14. CMSTC16 Colied Straps 12 ]US series hangers Face -mount hangers available in vvmths ranging from 1-718"to-3. Z AP'134�� AP544k APVB5Sj APS66R, 01368,. APB85R, APB1 010, APB1 01 OR, APVB44, Qut000rAccenl Post E 3ases ",3- QS1 4-, C�i 6, CSI'i, CWO� QS22 toiled Straps W" and heights rartaft frorrt 9-114"ibis"; .0 U_ FLA!"89-ft APV644Ri APVS66. APV866R. AP�B&B, APVB88R, ARV21010,-APY13101OR 4 CSHP18, CSHP20 Coiled Straps 15 LGUS.2"DS, LGU',��l LGU5�25­-SDS Face -mount hangers 0 - %+- 4 APDJT2- , 4 APDJT2 R-4i APDJTM, ApojT-2R-6, APVE)JT2-4, APVDJT2R -4i APVDJTZ�� 'Outdoor Accents Dieck Jolist Ties 6 CTSm Oornpnsssicrn�Tensior Strap 14 Lul Lu2e, L'U'28, LU210 Face-mounthangeirs CIO 0 > Iggl Peo.duct Model, Nurn bar or Nam Product Dose riptiOn APVDjT217Z�6 � 45 DSPSSP., TSP� Stud to P latetle 15 LUC26Z, LUC21 07 Face mount hangers -0 E 0 1 'Sul 011 2DBS Outdoo�AociintsCbmnector' riw So 5 APHI-14, APHl APH1461 0, APHH61OR Cutdoor Accents Heavy Hanger 7 H1, H10A, HZ0, H3j H8, HIZI H16, H16S H16-2, H16-28 Hurrical"TeTles 16 LUS series hangers e Fad wmount hangers available in widths rarging from 11-W16"to 4- U) L_ a) L_ CL ,2 S0102112 Sticing-Drivo, SO Can hector 5�revv 6, APLA, APL6, APT4, APT8, APVL4 APVL6. APVT4j APVTS Outdoor,kbe-nits L and T Beam-to-CuLmn Ties, a Il`_Aj HGT-4 HeoO' Girder Tied6ve and heights ranging froth Vto 10-1516', F SD91 1 2S$.$Q92I2S$ Stroll SD Cohn e6bor -16 Screw 7 APLHZ4. APLH24R; APL]l APLH26R,,APLH2I0; APLH21QR autdo6rAocents LiolitHanore HS24 HufrfoaneTle 17 MOU163-SDS, MGQ�.26­SD$. MGU5,'6i MGUl MGUTO0-$QS FaC64indUnt hang6ts, Co "o 4 'F22434� SQCF2-25 �_SQGF,22614, SDCf:227GO� SDCF22858, SDCF221014, Sl I P Tim bar Sfrorg-Di4ve,SDC -CF Strew a BVI-2 10 �S HSS2.SDSI.5,,4SS2-2-SDS3j H$S2�3-6DSaJ+S 4-SDS3 Heavy Stud Shoe 18 UIU series hangers Face -mount hangers available in widl ranging from 1-V6�'tn 5- V) SI)CF2211W, SDCF,�21 33,4� SPCF2719§8, $DC172T2S CBT2Z, CBT4Z Concealed Sea m Tiee, 11 H,9T2, HSTO, HST-5: HST� Strai htStraps 19 1/0" and heights ranging, from 6-1511 V'to I Q� 10, 6, SDCP22434,$DCP225.12j SDCP�2014, SDGR227OO, $D0P226$s,SQCP,229IZ Svong.DhveSQ0PTlMb#rCPScmvy 10 CJT3Z,,-CJl CJT5Z, CJTGZ Cohicoo,160 JoistTios 12 HTS16. HT$20. HTS24� HTS2a,,HTS30, HTS100 HasvvT�41� Strap 19 l MUS26 Facia-4rdunt hangers SDCP221100 SDCP2,21134, SDCP271400 11 DOTI 4 DedkJoistTke 13 HTSQ1 Sl HTSQl , v Hea yTws;tStrap 2D SUR, SU SURCi SULQ series hangers Skey.4ejdfape�Mouht-hpngersayajlabI inwicherangingframl- I s A 15 SDHRV4.01�.. SDHR27O14,$DHR31400. SDHR31SI4 $trorigwDll Combo-Hoad Screw 12 DS Dry Wall S 14 LFTA Light Floor Tie! Anchor 911 O"ta, 3-0118" and heights rang ing from I SzN`� 7 SIDS25112, SDS25I$4,SqEP,52OQ,S 1 11 1 , PS2�Z,2, SIDS?53qO: SD,9�53121 SDS25412_ Sbong-DrivO.SD§� Haovy�Duty,Cpnpeavpr Screw Ta F04t `Q� FrorniqgClil 15 LSTA9, L437FAI �., LSTAI fi, LSTAI 8, LSTA21, LSTA�?41, L4E,7,, Q, �PTA A3 36 Straight Straps Concealed fange.varsion l SULG) available for all double S0828&6, kS25O9t),8ds258& 14 FWANZ Foundation Wall An ofes 16 I-ST449, LSTIl Straight Sil 2)� and 4X Models; onlya;ute flange is conpealed. SDE251 t28S S0825MOSS SP,925212SS, SDS255QQSS;ZDS26S12SS StrOng-E),rive tD8 SS Screw 15 GA I � �,G� Gusset Angles 17 LTB20, LTS40 Bridging, 21 U ge�ries hangers Fi�(de-rrtwnthangers avoiablo in widths ranpingfrom 1-9116"to SDV02116,4�DWF`2720� SD`AiF2724, SDWIF�7213,SDWF2730 Strong-brive.8DWIF F loor-to-Floor Screw I B H2A, 1­12.�5T; 48� HIOA-2, HICS, H1 4. HGAII C HunrloarraTies is LTSiz LTv6, l LTS2,0 Llgh�'Twll 6" and heights Tariging' from �-518" ll 1 -IM". 17 HCJTZ Heavy Qonceq led Joist Tie 19 MGT MediurriGirde'rTedown 16 HH4, HH6 Header Hangers M MST27. MST37, M.S`74a, MST60.. MST72 Straight Straps FLA0I0b(f7-lW 19 KSS1Z Knee -Brace Stabilizer 21 M§TAP, MSTA12, MST�1`6, 4!�TA-S, MSTA0. L45TA24i MSTA3d, MtTAa� MSTA49 Straight Straps FLVIF0667-R6, X Ub,L5Q,L70,L9Q Angles L MSTC25,,l M$TC6�, MSTC78 Straight Straps 11" Proclud, Model 'Num bar or Nam Product Descritailon �I LCV4 Post cap �3 fvls�rcilbtS4 MStC6 Pfe-Bent Straps Product Model, Number or Name Product Description I ATR318, ATR11Z AT115/8, ATRV4 Threaded Rods 22 L530,LS5O,l_S7CLS90 Skewable Angles 24 MSTIZO,MS;TI*, MST148, M�ST]50, MSTi72 StrsiqhtStraps BA series hangers Top flarlRe hangers available in Wdths ranging.from 14116','to 7- I ATUIJ5, ATU06,2,ATUll ATUDD-1, ATUD9-3, ATUDI* ATUDU�2 Albmirium Take -Up DL�vliide 23 LSCZ Acjustable�StairStrinder Connector �5 MTSIZ, MT816. VITS46, MTSN�. MT824C, MT,8�0'1 Ml Medium Twisit8trap 118" And height5 ranging from 7-118"to 37. 3 8031672, SP112, SP112,3, BP5/6�2, 8P618-3, BMM, BM14-3, BPRTUD�-4 Bearing Pisil 24 LSSJ2$LZ, LSSJ26RZ, LSS'J28LZ LSSJ28R2, LSSJ21OLZ, LSW21 ORZ Field, Adjustable Jack -Hanger 20 1 6; HCAWO-IZ NCA2xl�2AI, N=xt-,16, NCANIO-111 CA2xI �1 Bridl 2 DGBF sense hangers Top flinger hangers available in widths ranging from 3-6,5" to 7- 4 CNW318. ONVA t2, CNW518, C NW,114, CNW5/8-112, CNW314-5M CouplerNuts 25 LSSRI.81, �SSRV, LSSR2.37, LSSR2.5& LSSR210-2, LSSR410 Field Adjustable�Slopeableffikewalbie Hanger 27 RCVVe12, RCW614 Wai Bracing 118" and heights fan ging from 9-1 X! to 2C. CTUl CTUD65, CTUD.66, CTU075,.CTUD76i CTU077, OTUD67� CTUD88, CTUD97� Coupling Take-JUp Devibi 20 LTP4, LTP6 Tie Pfatio� 28 RP$18. Rl RP$28 Repair Plate,Stfap 'a QGF series hangers. Topflailge hangars ALva�itabta.in-N,�4dthei.tanging from 1 -1 2"to. s- z CTUDOS,,CTUD99 27 ML73Z, ML24Z, ML282, ML28Z. ML21,07: Angles 2$) RSP4 $tud to Pll Connector 5ff' and heights ranging from 7-114" to 24", 0 Na. N4, N5, NO Heavy Hect Nure 28 MMH8 Roof Tie-DoWri W SP1! 5P2, SP4 SP6, SP8 Stud Pil 4 QQHF sense hahgers, Top flarigo in wdths minging from 1-$1C to:�- 7 l RTUD,3B, IRTUD4, FIT D413 l l R TUD71, RTUDS Ralcheting Talke-Up,Devip 29 l Hii Roof Connector 31 SPH4,,SPH6, 5PHa Heavy Stud Plate Tie SIB"andbeightsiongi from 9-i14"to24'. 'nil 6 TUD9,TUDIO T#Ke��i Dov ice �O lV1MLU2O,,MMLU2,6-.Z MMLl MMLl Vil MMLU121I,.M1V1L:Ul$9, MMLU1311 Flace-Mourit Hart ela� 9 32 SS,1,5�, S,92.�, SS3, SS4;5 swcl 5 F�G5, EG7, EG9 seTi"'harigers Top, fItInge'lifningete Available in widths ranging from 5-114" to 8- TUW3S Tokis,-Up Washe 31 RBO, RBCP Roof Bounci 33 STP, STt2, ST1&; ST22, ST2?92, ST2122, S7115� ST2215, ST0215, ST8224, ST,62,-36 Straight Straps 718" a ' nd heights ranoing from I V to 32-liZ. 10 URS3 StWU p lift Rod Run Tiedown System 32 Ill Rocliffio�pown 34 T820, T1327, TB30: TB36, T1342, TB4S,: TB54, TD56- TB60 Tension Bridging Je EGQ'sefies hart ra i9s, pfl , 9 Wh3ngeFSSV4i1abI8 in Widths Tonging from 3-51& t6,7- To rig 11 URS4 tff' Uplift Rod Run Tleclawri System M RTC22Z, RTC42,, RTC�7, RTC44 Rigid Tie 35 TWBiC, TWBi2, TV,VBJ4 Wall Bracing 11A., and heights ranging from 1'1-14'to 37'. z 12 URS6 W811 U plift Rod Run TiodoWn,Systom 34 EITC. STCT, DTQ, HTC4 Trus'solps 36 VGT,VQTR,VGTL Variable Flitch, Girder Tisdown 7 GLS "ties hangers Saddle hangers available in widths rarfgirl from 3-1 10to 8-718!1 13 URsQ N4" Uplift Rod Run Tleddwn System 35 TX37, TJC57 Truss Jack, Chips �7 WS1 06, '�,Sl O&C, W81 26,_W81 26:� WBJ-43C Wall $teeng, and heights ranging from 8-147to 25'� 36 Z 1 2, Z4, Z44 Panel ttiffener-Clips 8 GLTV series hangers Tolpfliange hangers available in vvidths rationg.trom 3-141c, 7 I'18`bhd heights riinoing from I V to�32`1 FLM0444-RS FL#106311-kti 9 H B series hangers Top flange hangers available in widths ranging from T- FL010447,0 112" and heights ranging from 8" to 39'� ,Sba # Product Model. Nutriber or Name Prod tl Desdirl6tlon Sea, # Prod urit Model � Nu M ber or NaMe Product Description 10 HGLSsehes hangers Saddle hangers available invAdths ranging from 5-1 4'to 8-7 , M' 1 DTT2 Hall jaA Product Model, NuM but cie Name ProdukA Description I CBH2,.,37x5,5,-C9H2Vx7,O3, C9H2_S7A,75 Concealed hangars and, heights ranging from 10-112" to 2S"_ �2; HDG1O/4_HDO1Or22 Hold-doWn I AHEP Ad'futtable HipmEnoltonnedtor 2 Vd� DHL1. OH UTF series hangars' Pace -mount (Di Dl and top -flail �DHUTF) hangers 11 HGLT series harigers, T6fiflangis hangers available in widths ranging from VX'tc, 8- 3 14008, HHDQf1. HHDO14 Holdtdown DSC2R_SDS3, DSC2L-SIDS�, DS05F�ZSDS3, DS05L�SDSS Drag, Strut Conhecbo�rs avallabiq in widths, ranging from 1-9110"to and heights 718"and heights ranging firani 7-VTta 32', 4 HDU2, HOU4, HD05, HDU8� HDU11, HDLJ14 Haldirb%o�cn GSC Gablis-Brace.Connector ranging framl�118` to,23m*1511!l 12 I4GLTVserfeshsrgers Topfiange hangers ovailable-irrWdths ranging from 3-11W'16 7- '5, HPA28j HPA35 Stnap4tyfo putIrt anchor 4 HCPI.81, HC:P2, HCP4 Hip Carl Plate. 3, HGUl HOU5.26-SQS. HGU5,50-80S, HGU5.�Q2-S08j HG�Ul HGIJ7.25w Face-knounthal 113" and height's ranging from 14"Io3,$�', 6 I-STI-108, LSTl �Strap-stye� hod-downt -5 HHRC2-2, HHRC42-, HHRQ42-2. HHRQ411.81� HHRC44, HHRG5,25f:!i25,-..- HHRQ5-3,713.12, HeovyHpt0Rid9&Cornectbf5 SP$, HOU9100-SOS 13 HITsenoshangem Topflangfe� hangers eYotipblein vvidths ranging from 2QN16" 10,3- 7 MA$�,,., MASAP Foundation anchorstrap PHRC66 4 HGUSseries hangers Face -mount hangers available in,Wdths ranging from 1,5ts- to,7. a/16" and heights rangingi from tv'fo 28". jB NPA152, MPA144 Strap,style pttdfnanrhcr �6- HR01:61, HRC22 Hip Ridge Cafphec�tor WS" and he4gihr" ran ' 9inR from il to 12-718". 14 HQSTF series, hangens Top flange joet hangers available in widths ranging -from 3-111,8�'tc 9 PAIS, PA23, PA2s; PA35., PA51, PA68 :Strap�xtyle puilin Anthor 7 LRQ26, LRU2Q, LRU21Q LRQ212 RaftierHaingair .5 HHGl HHGV�,.SQ�SDS, HHGU5,62�51)$._ HHG.U7 00�,Sl HHGU7.25�SDS. Face-irrount hangers 5-6/1&'and heiRilits ranging from 5-A 1 to 10 PAMO, PAJ�3 PAI�s: PA,135 -Stropstille purlin anchor B Il L;5SU28: LSSU210 Light, U Hanger HHGU9,6045S 15 HUTF. HUCTIF series hen ers Top flange hangersavoilable in wdths ran ing from 11 STHDJA STHDIl �Stil hold�,,dow �R TBE4,,TBE6 Truap,Baoring Enhancer HHL�S2f>-�,HHU.S2P--2,HHUSVO-?,HHU84B.HHUS4 HHUB41O,H4lJS5.5V1'G, Fice.moQnthangeys 112" and heights ranging from 3-7/16'to 1Y. Conceated flange 12 ST'HDI 4. STH DI 4RJ Strap -style hold-down 10 TC24.. TC26. TC28 Ttussclip v6rsbnr,(HUCTF) availabloill all Models having wicith equal to or 11 THAN, THA213,,THA2!8, THA218­2, THA222.2, THA413, THA41 8, THAC4110,,THA4,2� Adjus;bble Truss,Hahger 7' l HSUL, HSIURO, HSULC serles haingers Skowed facommorint hangers available in Wl ranging from 3- �rsater than 2-9116". THAC4�2,THA4.26.THA4-22-2,THA426-2 'im'. to 5,10' and heights ranging from "X'ta 16-30'_ 16 HWP series hangers Top flange hangers avaialple in wmths ranging from 1 -9115" to 7- 12 THA(1;611�2� THAf2rb&22, THAl2, 1 1�21 THA1222, THA1322, Tl THA1422 Adjustable Truss Hanger 8�izedl for Waists Concealed fiongip Version �H,�LJRO, HOULC�:ayailablelfcr all lis" end heights ranging IS THAL422, THAR422 Sksvmd.Trus&14ah_ge I r double Mand 4X models, only acute flange is concealed, 17 I­4VVPH series hangers Top flange hangers available in widths ranging from 1 to 7- 14 THJA26, LTHJA26,,LTHMA Multiple Truss Hangers 6 HTU26�, HTUIS,,l HTU26-�Z, HTW�-Z, HTU210--2 Face -mount hangers 1Y2"'and heights ranging from 52", I 1 5 7 1 HJM2-4-SDS3, THJM2-5-SDSr§, THJU26. THJU28,W Multiple Truss Hangers 0, HU, HUC,series.hangers Face�mount hangers available in widths rangingfrom i-giti&'to 7- 16 ITS series hangers Top flangp hangers available in Wdths ranging from 1 -gil8i�'Ic 3- 18 TSBR�-24� Truss Spacer -Restraint :1 /21 and heig his ranging from 2-718" to Concealed! flange 54',and heights thrtsing from 9-1 /,&'to 16'. 17 VPA2, VPA�5. VPA3, VPA35, VPA4 Variable Pitch. Cortnectiors vprsibir ' I (HUQ) available for,all modala having width equal to or I 19 J13 serle-� hangars Top. flange hangers available in Vidth of 1-0/16" and heights 18 VtCR ValleyTrus� Clio gr esitarlhan Z648-." rangh9'from5r:5ff' to 7-114", 10 HUOQt$fJg-SDS. HLIC.Q.11,811-11-SOS, HUCQ21Q�ZSDS, HUO02-10-5�S08, HUCQ310- Face-mou nt fial 20 daA,series hangers Top flariggi hanger"vailablp, in.wd'th of 11�911 6" and heights SD$� HU0041 D-SIDS, HUCQ412-SVS;, HUCCL-5.2"­SDA HUOQ5�25111 �SDS, HU001610- ranging from 9-31`18"to 13-118". 0 Cn (1; >< C= LL Q_ Lo 7; C:) -_ C C'4 C3 0 (a (3 AI .= C (D Simpson Stroqg-Tie 2020 FBC Approved Products Updated 1213Cv2920 Simpson Stroll 2020 FBC Approved Products Updated 1213012920 1611111]:Mol?m Simpson Strong -Tie 2020 FBC Approved Products Qpdatod 121,3MO20 Imps on S troRg-Tie2020 FBC Approved Products Updated 12=12020 I wtovoJsll�40 polme, QLICK HERE ,for dlr�kdt lnkslo,01*81rap For direct Inks to W1 Salroip�iovals IhAeq� belo,01 CLICK HER E, for di liqlar toal ,I P$T sp�rpvgls it* bolowl CLICK Hr;IIE. Fordif links to 01 SSTgoprovels; listed below, CLICK HERE For irdtitionall informatign regarding Flol Statewme PrQdLg:1Apprqva1 System and Vrdirl County Noti c,4 ofAPcrvpWi:§ (NOA). For addil information regard de C ty Ing Florida�s Statewide Product'Approval System and Mirkini-1)4 out N ice A;-ptaroe (NON, at of F. For additional Wa.matiort regar0ing FWpla',s Statewide Prodw;t Approval System and Marni-Vace C�ntv Notice QfAi;;pepterlq* (1,10N. 24LUM. For additional information regarding Florma!% SrriIe!2�e product Approval System an d Miarrri-Dade County, Notice of Apimptarice tNOA). ir C(S C7 C C 0 0 21 1.13seriesnengers, Topflairgsh 1140-ff 16 Top Flartge,40stHangers 5 $ET_XP dhesiveAnchorfor,concrete ranging from 6-318" tb 1 E-IM", 8/LBVSI5sS1,L&Vi.6J 6 Strcmg-l�o�t2 (8TB2, STS2468, STl Strong-Baft,2 Wedge Ancihor for in carbon 12 LGAZ series hangers Topflairge, hsmge]s LeVailableLin Wdth of 1-0/1 6'and heights X Product b6gdel, Nurl or Name Motion 19 SjLTT20, SiDTTJZ,,SMTT14L HTT4, HTT5 HQ11downs steel and Types 304 arb116 I 0 ui I HHUS�l 0-3; HHUS21 0-4 Ist gar Jai Han Sl StMST72 Straps 11 a mil (16 pei) 7 Titen HD (THC-14, T[40-IAMG, Tl THO-MS8, Tl THQ-CjS88S) Tilton H D Heavy Duty Screw Anchor for concrete and masonry 4- 23 LEM, LEQ5. LIEW Series hangers Top"flange hangers,aYsuable in *dt'Ins rangpg from S-I 14�1 to 0- 2- H I R%� HR88, HRS12 51�api Tles� �I SPAI�5176 -SWd Plate Ties, aysillablewlth and T*SL5O4 and �16 7fS" and hei", ranging from g" to 33-V2'. 3 14UCq2l'6-2-SDS� HUCQ2iO�3-80S, HUCCIS10-SDS Joist Hanger 22 SSO� DSP, ttP� Stud Plate Ties stainless steel, or with ourdersunk head in carbon steel and 2� Ml ME07 series hangers Topflang 9 hangers 4vailable, friWdths ranging from 6-114" to 6- 4 THG82, TH093, THG13M, THGBH3, THOSH4 Joist Hanger 2� 8TC, OTC Truss Clip Type, 16 stainless steel 718" and heights ranging from 91" THG02-80ISO, THG03-808-45, THGOI-12-SM3, 7HG0H3-Sl THGQH4-SDSO Joist kang�r 24. T9D2,2 Trus&Sracia Diagonal 8, Titen HO Rod Coupler (TH097634RO, THD60934RO) Then HD Threaded Rod Coupler for -concrete 25 MIT ionet haAgars, Top flange ih,�MdtltS ranging from 6- 6 THGW3�3� THGW3-4, THGW4-3,.THGW44 Joist'Hatiol 25 TJC37 Truss Jack, ComtectOr P Tfien HDTqeAdl Rod Hanger (fHDS25i58RH,THIli, THD,:�7212RH, Till HDThreal Hangarfbrc6hcreW 118" and heights ranging from 971IVto 24� THD50234FZH, THD10212l 20 PFj PFE, PFUBl series hangers Tdpflengle hangers available tnwdth cfl-0116" and heightV 10 Weidge-All ONA) Wedge,All Archoir for rinksbril ranging from 4�51.8`tcr 7418", FLAI111473-116 FL*13904-R$ 27 Fif? Ridge rail connector 26 WP series herigers. Top flarigelhangbwavailial in widths ranging from 1.9116" to, 7- -Seci # Product Modal. Number or Nathe Product P-02010tion Sea 0 FroductModel. Numbarror Narne Product piiscdaua FL,#1623Q�118 li`81' and heights ranging g-114'to 1 DETAL20 DoubleEmbedded Truss Anchor 1 CQQW 62-SDSHDG, CCQM4.62-SDSHDQ, COOM5.50-SDSHDC3, QCTQM3�62-SD8(3� 'CC" Mosqnry Pier P005 2 MTk, FGTRHL, FGTRHR Girder Rot Anchor 4.82 so COCIMl COM4.62�S05, G 'TOM 6��SDS OC G; L Sta 9 Product Model, Number or Name Product Description HI§, H15S, H16 -Z� H1672$ Hu icarte Tie; Of CCCQMl 1 AT-XP AT-XPHigh-S rigith Ac ylic�Adhesrve tot concrete or masonry FLOtOSMIRS HETA12, HETAI6, HE-FA20,.HETA24. HETA40 Embedded Truss Anther .2 EPOLOM3.62G4CT, ECCLQM4_M-kT. ECC;LQM5:50G.KT., ECdLLQJMD3.�2G-KT, L Msu�pnry Plot Caps 2 ET -HP EF-HP Epqxy Adhesivefor masonry I , 5 HE-TA62, Hl HETAL2C Embedded Truss An Char ECC_LQivD4.620-KT, ECC, _LQMD5.50r.-KT EdCLROMD8.624-0, ECCI-RCM04Z ' 2G- 3 SET-XP SET-Y-P High-$ttergi t In Epoxy Adhesive for masomy 1W. Product Model. Number or Name �Product DAWMIlion HGAMIG, HIMO Masonry rat I rofit connectors Kr, ECCLR.QMQ5.50G­KT 4 Strong -Bolt 2 (ST621 Sitrotrg- I Bolt 2Wedge All masionty 'Titen 'for .1 ABA44 ASA44R� ABA40, ABA,46R. ABA66. A13AWR Ad�ustaltle Post Base 7 HHEtA16. HHETA20. HHETA24'HLHl Heavy Embedded Truss Anchor 3 HGUMa.25�_HGUMl RGUM7,00, HGUM7.25, HOUM&DO Heavy Masonry Hangers 5 Titen 2 (TTN2) 2 Screw A itchor Concrete 2 ABU44; ABIJ44R, ABU4li3.'Ab1J46R, AbIJ5�,5,, ABO65, Aeuds, AbUbidlpl, ABUBS, Adjustable Post Base 8 Ldt�, LGT'3�sb§25, Ll Girder Tiedown 4 ]l LGQM,��6,O� LGUM284, L(;UM2S­2.'LGUM2f�3, LGUM28-4. LGUWIO.2,, Masonry Beam Hangers 6 Titen HD (THD-H4SS. Tl THD-CSOSS) Then HD Heavy-Duty'Straw Anchor for concrete available in �04 A5USSR, ABUI.,01:0, ABU1010k, A61.11212,,AaL1121,�IR 9 LTA2 Lateral Ttuss�Anchcr LGUM210�8j,LGUM2110-4, LQUM44, LGUM48; LOUM410 arr$lt Stonlees steelwIth,hei heocl, and 316 stM(uftr,,AeelW1IY ABl ABW44Rz, Agva.6i, ABW46l ABW66Z,,AM6l ABVV7-7 Adjustable Post 8"a Ili mETA1�, METAls, MEtA1S_l META24 META40 Embedded Truss Anchor MBHA3- JL�Jg-25, V`15HA3.12JI1.25, M13HA1560.25, MBHA3.56ig�25, MBH'A�:58ilil.Z MBHA3.�3Q/1I.S18. M131-4X�5qf14, IVSHA3:56fle, MEWA$.50)IS- WHAfi-601725" Masortl Flange Beam Han;iers 7 TitenTurbe countersunk head. Then Turbo Screw Anchor for 4 AC4, A64k, AOE4,,AC8,.,A66k, AGtO post Cap 11 MSTA]l M�§TAW6, MSTO �Stao Tie for Masonry ItNT) concrete or masorry 5 BC4, BC4Qj B04R, BC6. 806R� BC8, 8CSZ2f4.,BCS2-3/6 PiDst Cap 12 MTSM16, l HTSMIe, HTS'M20 Twist Strap, for Masonry MSHAS-510/9�25,MqHA5,-50111-2,5,Ml3HA,5-�50/l1.,98.M,BHAS,50�14, BHA5-5OtI6, 6' C044,- CB4O, 01348.' C568, CIS86, 5mbvdded Column Base MSHA5.80/18 ICU 1 CSS044-SOS2: CBW4$-SD82. CBSQ66�SD82, G55Q86-S=,,CSSQ88_8DS2 EMbedded Column Base 6 MBHU3.56l MBHU3.66iI1,25, MBHUS.5611 tt$. MBHU3.51014, MBHUl S B I'VISHU3,86118, M5Hl 25, V118HIJEW1 1 MBRU5�50 1 Is M HUl Masonry Seeirt Hangars FL#1[W37-R3, > 8 W. ECC. ECCU Series Soft ad polumh capawith W1 ranging from 3-1J-V'tq 9-112','ancl FL#11490-0 0 �26, Vv2 ranging frcm,3-50 to 7-112" �BHW,50/16, MBHU5,50118 Secl Produl Mddl Numbel Nane Product 00siarlafthr 0 9' oco-Sm'.5; ECM-Sl Series Scravyod caturnricapswith W1 ranging from 3-114" to, 9-11LY'and Product Model. Nurn biar of, Name Phpd�� Das&lPtichi X34BlCl6-5K:,,XISID16,XIBIOIO-4K XQ1S10I8,,XQIB10164K 41046 Stroag-DrivIe X Metal Self-DH[ling,Tapping Scrowswith #3 VLY2 ranging from 3-5fS"to7-1i2" QTTIZ D#OXTertman Tie Drill Point 10 OPT44Z. CPTl CPT8SZ Conco Aleo Pp* Tie Sees l l [to so d Hamby" FL#1 3975-RO 2 XLQI I 4TI 224,,XLQI 14SI�24w2l< 412;24 Strong-Drivo XL LatgetHead Metal SaK-Drilling, Tapp, ing 11 12 EPS44A, EPa44, EPB4O, FPR61,5 EPS4Z Embedded Post Base Embedded Post B'qse 1� 4 HOSE HLD53, HD715, HD95 HTT4. HT-M, RTT5-V4 Bolted Rom0wits Tensipti Ties smo Product Madol. Nurn ber or Name Product Descriptlan XVt1 14SI224, XMQi i 431224-2K Screws wflin Drill Pointand Large Diameter Hekx Washer Head 412-24 Strong-Ddve, XM Medium-Hoad Metal Sell 14 LOB44, �QEO F-Mbadded Column pass 5 LTT1gLTT20S, LTTI34' Lig ht1posionTies 1 WW,2490, S 8i ,PW2233 SDW22438'$DW�2468'L$PW22�00,$D�A42006�.,SDW4%La�L Strong-prive SDW EWP-PLYgind TRQSS-PLY Sgrewlti, Tapping screwswith #5 Drill Point and Medium Dial Hex 14 l LPC6Z I Lil;lInt Post Pap -2 SDWO1,5800 4 KQ114SI224.,XQI14B1224-2ZK Y,114$i,224,=12SI224�,xoll-291-224�2K *Z24 $trong-DriveXWeltal Sotf-Drillirg,. Tapping jSqraws with V6 Drill Point 15 MPS 44Z, MPSOl MP288Z Moment Post Best,,, 8DWCi5450,_ %rong-Drive SDVVIC TRUSS Screw 18 PB44, Pa44R, Ps4e, Pese, Psaw Entl 0 Pqvt Base FL-M 3428-110 sDwH1o3doD-6, sowwwo6a, sDwH­f9a6oDa,,sovvk1g8=s. sDWH1Q1Q00DS ' $Vonq�Drive,SDWH TIMBEWHEXStrew 5 )�JJMS`l 01 13� XU3481016-5K YflO-16 Strang -Drive XU Metal Self -Drilling, tapping Screws with 17 F13844A, PBS46: PB866 , lEmlipedded Postgase 4 SL SD� 271 0ObG " 1 DWH214000. 96W-m6066; adob. SOWH SDWH211'2060 Strong-Otive SDVVH TIMBtR-H 5N H DG'S.new 1B PBVs, PbVIO 1 1 Round Post Base Ig" Prod Model, Nuirl Name UCtL gMduct Descariftion Anchor 5 6 Sowatui,4 SDWS1060,�SDVVISI 631�k SDWSI t3400 SDWSi96001SdVV8iD71'2, 9DV�822400,SE)WS��60-.SDVV.§�22512.;SDWS2260b. 'Strong -Driver 8DWS FRAMINGStrew §�Dnp_briVeL 19 PC44 -1 6, PC46-18, PC48-1&. PC64-16, PC'6&16� EPC44-18� El-C48-18, EPC48-18, Post top I S85r8x�4, 98778�24, S21x3o SS Bolts SbWSTiMSER,9crew(,Intenor Grade) Epce4-1b. r=Pcs8-IS 2 SSTSI'6�,S8,T820 SST624,SST628, 8STB34, SSTB36, SST81 l SSTI9261., 8STB24L! sSTS-Andhorkofts SI)W.1228JDO,SDWS22906,,SDWS22io0�o,,SDLW$2211�P, SQWS2212001,S�0W,5M. SQQ FL#35,320-RO 20 FC4Z: PC4RZ, PC8;4, PCORZ, PC8�, PCSRZ. EPO47_ EPNRZI EPoaz, EPCBRZ. EPCSZ� Postcap 5ST528L 7 SDW82�100DR $0W8224OOD13, S1)VVS:i25OqDH, SE)WS2260ODB, SDWS228COOLB, Sbr0nQ7DTiVe SOWS TIMBEF�Screw (Exterior Grade) EPG8RZ SOWS2210DOD8 IllIgA Product Model, 1,146 ber or Name Product Description 21 PP94_'4_4Zf'PPB44,8z Post Base a SDVVS22312ll S�E)W$2251,2DBB Outdoor Accents Structural Wood Screw 1 DSSQS43_Ai E)SSCB48, D8SQI34$, DSHS Byposs Framuhij Drift StrutConnector (D �2 RPBZ Ratl PbstBass, FL*3072-R4 -0 $DWSV8Q0$S, SDWS27400S$. SDVVS2750OSS,SDWS27&00$$.�"SL)W,$27��Ooss, Slorig-Dree-SOWSTIMSERS$ Screw 2 F-CM.5, FC64&a� FCS47.�S, FC840, 5. FC8411 5 Bypasis Figiming Fixed-ClipCo6nettar U) &DWS;27100OSS, SQWS?71 20p, 3 FPHSD34S1016, FPHS034E3101P, FPHSD��4131l FPHSOW1214, #IP-16 and #12-14,Strairg-Il FPHSD Framing-lb-CF&Seff- Sc,4 9 Product Model, Nurnbiar6r N product 0"crinti 10 SDWV,1a4OQ Strarg-abViaSDWV'SOLE-TO-RlM Screw FPHSID34a,1214, FFIR803.481214.51K Drilling, Tapping Straws CIO FL#1 09"-R5 I CNIST12, CMSTlA, CMST1C1 6. CS1 4,, CSIO, CSI Or CS2D, CS22 coiledstl 11 �5TN22 QutdQprAqcents1Hex-1 Washer 4 L.$FC2,25, LSF(�4.4, L$FPI5.25,_$FC2.25 ' SFC4_25, SFC6,25 Steal FromingtCornattor M 2 HRS8! HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA3Q MST12 MST HRS,6 8 t3O S 997mil('119a) , trap 5 1_55C4.2�, LSSC8725, S8Q2.25. SSC4,25. SSC6.25. Ml MSSC4.25: MSSC6.ZS, 0 ef;5,Wq Connectors Sle sea # Prbdurt Model, Num I*r or Name Product D"CrIntigh MST14S: MSTI60, Ml Si/MST27, SIMST37., S�MST48 148904�25KW, MSSC6,25AW I FJA, FSA Foundation Anchor 3 l HTS20,,HTS24, HTS28, HTS�0, HT,930C H4AVYTvvst Straps FILS15363-113 18 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.�S ftid Knee Wall Connector FP.FP FlartLRetroft Foundatiloin Plate 4 l LSTA30, L$T]+R, L�$TITS, MSTA9, ]VISTA M.1rAI5, MS�TAI A2 , M T 4, LS 8, MST I S A2 S;trap, a 43 nnif (I S g a) 7 SCB45_5,,S0B45�5, S0S47.5,,SCS49;5, SCS411.5� MSCS45�p, MSQS47,5 Byp�il Framing Sill Connector 3 Gid4q-6, PH46,5, GH4", 1311­148,-Z,�H410-6! PH410-sGH66­'s GHS&8, QHO8-6 GH66- Girder Hanger 5 L$TAP. LSA12, LSTA16, L T291 ST21 2Z ZT21 16, ST�21 5 STAILS, LSTA21, LSTA24_5 I Straps 33 ff"'W go) Sea X Product Model, NUM Deg or NaW Product DescEMI-on 8 SQP32-5N7.,SCS62-5QT SCSS2-5fI 18. SCS,82�Vl 18 Bypass Fem ing Con neolor Connector -0 8,,GHOH0.',5; CH610,8 a LS U81-1125, SiLi MSUSH3,25 Connector I AS TO, ASJSS). AS18S6 16 gg'. Truss Plate$ 9 SOV4,25, $CW5. 5 Head P -of-V�all.slil 4 GLI35A GL55B, 31-Sl GL5,60. GL57A, GLETS, GLB-7C, QLB7D , am Bearing Plate 7 LTP5L Later I Tis,P A5 2OH5 20� 0 g ga� H Bit n th TrUSsPlpte 10 SX&25, SJCIQ.25, M$JC6,2i5, MSJC1O.26 '19ef Joist'Connectors 5 i�LBT5 i�; GSLT6fZGLI3T51J6, GBLTS1 6 , 0 L' LSTS , 2 , O� 061-T$20 Clulam'Flearil Plate S LTSI�, LT§16, LTS16, LTSX Light Twitat Straps �3� AS�20 26 ga."rruss,plate 11 s88�t 516 414 BypL ass Framing Sill fp S*Qt Connector i iti HGLBA,,HG'LSB.,HGLBC, HGLBQ Heavy Gfulam Bearing Plate, 9 MSTA�O. MST06i ST6215,, STO2241 ST9 STJ�. STIs $T22, MISTC25, MSTC401,MSTC52 Straps 54 mil 4 ASHP Hil Plate Con nectar 12 XLSH34E31414, xLSH78Bi 914-14Stron -Driv#XLSHShouloe.red$�eff-Drilltng,Ta piping 7 HGT-2, HGT-8, HOT-4 Heavy Gird er-Tiedown 10 MST068, MSTC�s L 8l S*aps 68 m 11 4 g a) Screws W Univer"181'F-oundation Plate� il MTS12, Mt816, MtSi8� MTS�b, MT830; MTS24C, UTS30C Medium Twist Straps 15 kQ1S1d16,X01BIGi6-4K, XQ_1S1214; XCIIII211214-15K, XQ7ASI2,24,,XQ78S:1224-3K, 410-16� 412-14: and,*I 2�24 8ftng­Crive)� Metal Self�Drillng, 0 URFP Universal Retrofit Foun dation Plate 12 SAjl 58, _S10J.&J , "�Jk�06, SiS2 3� , SVM.515� SIB2.68. VB3.12, S153.65: 8183.'62� VB4,06; Top Fl"ge.joist Hangers FL#151�0-114 XQ1I 4SI 224, XQ1 1 4S1224_2,5Kj XQ1 12SI 224, XQI 11 2SI224-2K, X34$1016_51<� XISIGIOT ?(1EI0I6.4K_X1SI214, XIBI21 4.3.5K Tapping Scrows < Z 13 8isAz�2ja. S/8A2i12f1Q S/BA2121112, WSA,2.12114,S/aA4�1418� S/BA4.1S11O, Top Flange Joist Hanger% sea # Product'Model, Num bar or Name Product Desoription $ffiAA�IO/12 VBA4!1S/14 I r=T-HP Adbegll 6 orlorconcrefe rich z 14 '�VH I A Hurricane, Tie GAC_,'GQP. GOPM-50, GDPM-75, GDRM-100, GDPS, GVV�50, GW�7�5, OW-IaJOGTH Cas�actuatecl fwonem and assemblies < 15 SIH1363, S/1-10811, S1HD1,0S. SJHD1D9,'SVHD15S1SYHD15B` Hall 3 POPA, PDPA-,K, PDPXMG, PDPAT� PDPAT-K,PlNW, PINWR PINWP-W, PDRAWL. threaded Studs 0, nd assemblies Is S(HQU4,S/HDU�, VHL)U,9, SIl Poll PDPAWL-MG, PSVLS, PSVLS-K PCLDPA,, PEPLDPA, PTRHA�%,PTIRIHA4 _J IT SfJCT, Sill Joist Hangers 4L SET_,5G Adhesive Artahor for concrete SHEET NO. March 15, 2022 PA 1.2 wv PGT EiAufties. hm d 101A f . Im N0110E OF AC ffAN.Etw"I INCESte. d 'may ff US 4::. Vow r- a !*-I ...w d . i.-k5' Vi I 020of PJER #+CaalTml: March 15, 2022 -f-0 N N U N CL 0O O Co '0 n U =3 Co Co to 0 L _ Cu _ O CU > .� to E O N L `C 1 /CU � .� I%-, C I " �CN �, ~ M , CoX ILL a. >r Q C) w Oro U v } (i) > r- K O O y�a U 4 W E -4--o Z cn Co Cu > O > L CDL O Q � U O N Co U m Q O L W� ¢� z� z Q J SHEET NO. PA 10 I ILI ECO ii;L TILLIT TESTING & ENGINEERING COMPANY WATTFR A. TT LLIT;.JR ; PE, tiltccd a,9DIsom NL P.B,L eMA 7lr7 - PL C.A IiuctiseNi a0a ` '. a, IY PRODUCT EMLUATIO►REPORT REPORT NO.: Y0-t172&pt DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEG ORY.- Storm Panels PRODUCT NAME:2.0 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Pr'odacts LLc 4800 S.W, 51 Street Davie, Florida33314 I., P.0 pQSE OF EVALUATION; This is Product Evaluation Report issued by WatterA. Tillit, Jr.,.P.E. (System ID ID # 1906) to the Global Protection Product's,LLC, Rule Chapter No. 61 G20-3, Method, 1 D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that;raqulred by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code &ange that may affect its limitations and conditions 2. E1 DENCE SUBMITTED,• 2.1. PRODUCT EVALUi4TtON DODUMENT (P.E"- Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets1 thru 29 of 26 prepared by Tilteco, Inc,; signed and sealed by Waiter A- Tillit, tan RE•;rtated 0712812020. This drawing Is an integral part rr�ii#I �ri$ .t�-nC L r;rr�l�i NO, 44167 6355 N.9d. 36tb StreM Suite 305, Miami, Florida 33166 - Phone: (3,05) 871"1530 i�/�... + �3 PRODCTCM'AliUATIONREPOIYI;jNjU. Nr-0728:81 2 2.2. TEST REPO-RTs; Lar ge e missile Impact and fatigue I g p gue cad tests were performed under Protocols TAS 201 203 0 as ersection 182E of FloridaBuilding C ' ' p e da Code. Uniform static loads as per TAS Hurricane ' e S 0? Protocol. Test reports 2 prepared b ; Hurnc aria Engineering P, P p p Y g 9 Testis Inc. Reports #'96-569 dated 08f0911996 9. P , #96-570 :dated 09/18t1996, #96-T30 dated:OW2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated :0411611008 and # 2126' dated 10/ 1 O5! 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219A1-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry art e H em, P.R. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009. signed g ed and sealed by Frank Grate,. P.E. 2.& STR1 _ A- ENGINEERING CALCULATIONS, CULATIONSt On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design Wind load, as W611 as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building (Code. Calculations prepared by Tilteco, Inc dated I1/03/08 and 03112115, signed and sealed by Walter A. Tillit,,Jr., P,E, 3 MISSILE SILE IMPACT RESISTANC • JE Large missile Impact under section 1626 of the Florida Building Code, as per TA S 201 Protocol. 4. WINLQ LOADS RESISTANCE' 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind assures. pr Maximum panel length shall boas indicated on sheets 8,10, 14, 15, 16, 19; 25 and 26 of 26 of product Evaluation Document (F.E.D.); drawing No. 20-176: Maximum A Anchor i n ....Spacing shall be as Indicated on sheets 8, 9, 10; 11, 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5.INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P,E,D.), drawingNo, 20.176, Minimum separation to lass shall be; s p g a Indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P. E.D,), drawing No. 20-176. od�l, 1I9 moo r?L�/� 167 STATE OF: Z yc . FLORID •;• a` YAA)RIH If floolAI PRODUCT• ZYAI.t7ATr01YTW"RT 1T40..-20.".01 3 BMATERIAL CHARACTERISTIC"J�lb SI�ECIFiCAT10NS: Shall be strictly in accordance with General Notes and Comp©nerlts Indicated on _ she 1 2 an f Evaluation sheet d 22 q 26, of Product va nation Document c P,E.R, ,drawin No,20-176. Anchors eci' ation,s shall a as indicated p f1c � b on sheets 1, 7 and 21 0# 26, of Product Evaluation Document (P.E•D.), drawing No. 20-175, 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, a thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indfoated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20.176 prepared by Tiltew, ]no, and signedand sealed by Waiter A. Tillit, Jr., RE, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2•of the Florida Building Code. 7.3. Product shal I onlybe installed into poured concrete concrete block and P - : , wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. ( Florida License No. 44167 President of Ti teco Inc,Florida GA-00 719 VVAT4LL D 4 TILTI=C4 AOMON RECORDS 1 P. E, MPORT.20 t GLOBAL. PROTECTION PRODUCTS, LLC t20 GAGE GALVANIZED STEEL sTORMPANELiDRVVO#r2O.176i REPORTS "72a.O1' V PRODUCT E A I4N REPORT YLCAA REPORT NO.: 20-0727.02 DATE: .July 27, 2020' PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY; Storm Panels PRODUCT NAIUIE: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. Global Priptection rtQdySU61= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE` F EVALUATION. - This Ise Product Evaluation Report Issued by Walter A. Tillit, Jr., F.E. (System ID It 1906) to the Global Protection Products, LLC, Rule Chapter No. 51 G20-3, Method 10 of the Florida Department of Business and Professional Regulation; This prod uct is being issued an Evaluation Report as describ ed herein, and has been verified forcompliance in accordance with the 2020 Seventh Edition of the FloridaBuil in Co e and tov verify y that he product Is for ffie" purpose intended d at least equivalent to that required by the Code. This Product rod ci Report shall b subject to review revision f e e b e and vi In case o P ! a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2,1 PR+O13UCTprALUATION DOCUMENT '(P E 0,): Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared byTilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte�A1 f 1.04,118 Evaluation Report. AN�.�*� .(f 10ENS .`'9' + 167 5iA7E OF 'a ORI F � 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: 3,05 871- lg3 1531 PR01)UCfNVALt:A_nQNRE-kMNO- 2 2.2, TEST EPOR ' l2 Ts: Large missile impact load 'tests mp tests were performed under SSTD 12-99 standard as per section 1609.1.2-of the FloridaF n Building h to da u Idm Code:. Uniform p g static loads as per Section 170 .8,3 per A - ct n 9 . , , p ASTM E 330• Testraports prepared byAmerlCan Testing Lab of South Florida Re Port # 0814.01-01 dated 03111102 witnessed by William R. Manner P,E. Boriz Mor a o , P.E. and Henry Hattern, P.E, and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E, and Henry Hattern, P.R. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Buildin g Code, Test. Report prepar ed by American Testing Lab of South Florida, Report. No. 1123:D1-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13y 2009, sl red andsealed ' F at" gby rank Grate, P.E..Eas per ASTM E B and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,3.STRUCTURAL ENGINEEPJNGCALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. C 1 1 d n _a cu ations prepared b ilteco g p p YT , Inc_dated 81 riot d 12l1 10 an 0 13 for this revision), t ,, d 8127J th s vi n signed and sealed by Walter A. Tihit; Jr., P.E. 3. MlS§lLE IMP,•ACT RESISTANCE.: Large mi ssile impact undersection 1 9 o e F oriel B'' 80 .1 2 f the Florida But C as per r9 prig oda,...... SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9; 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on streets 5, 9, 10, 11, 13 thru 16 and 18 of 18 of Product Evaluation Document t P.E;D, drawing N , 2 5. um n ( ), 9 a 0 17 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous: storm shutter assembly, as per SSTD 12-99 Standard. �A�t(tA � 1p; uT�rNA+ra AI'� tr STATE DF FLORItYA'�� y��4NsS�aNAL E��t���` RHHH11. 0M NO, =20-0727:02 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8 12 thru18 of 18 of Product E r ct valuation Document P.E.Q. drawin -1 No. 20 75. Minimum,separation las ' 9 to g ,s shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and I of 19, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 16. MATERIAL CHARACTERISTICS ANDS EC:IFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on 20-1 beet 1 and 2 of o Product E, a 18, f P a uct ..valuation Document (P,ED.), drawing No. 75. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Document Evaluation w Do nt {P.E D.), drawing No. 20-175. 7' LIMIT TIO S AND CONOMONS OF USE` 71. Shall be strictly in compliance with General Notes No.. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No,. 20-175 prepared byTllteco, Inc. and signed and seated by Walter A. Tillfl, Jr., P.E. 7,2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 ofthe 'Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and. wood frame structures: Product Evaluation Report prepared by Walter A. Tillff, Jr., P.E. (Florida License No. "167), President of Tifteco, Inc. (Florida CA-0006719). N N CD '0 -Cu > U =3 N Cv Q C 0 O C - C� CU a-r ­0 a) 0- -E Cll � 0 CC3 U 0 CCT C 0 L 0- C CU C 0- ' CO LL_ 4°_C] CU > • D t/) - '0 Vi L (] Cv (p .11 0 L... 0- � t` 0- E Z Z W J 1 2iIsLi9La +: B3) IN CASE THAT PR£CA9T STONE. 11R Mow CONCRETE PANELS, MO= OR WOOD "'M SE FOUND ON THE COMMENTS FClR REGULAR �, -1")LIESAF��)Z'ISTC}RM PANELS (SCALE 1/2=1E 1/4, 2j4, 3j4, 4/4, 5/5, 7j5, ttatri iilR 9iL OdRE R+7 t+0i' h EXISTING WALL, ANCHORS SNAi4 19E LONG ENOUGH 10 REA THE W MN STRUCTI$1E 9EHIND SIM PANES. 1w/1o, 2W/14, SW/10. 4W/10, 6/5 I. STORM PANEL SHOWNONTHIS PRODUCT EVXUATION OCC IMENT (P.r0,) HAS BEEN VERt)1ED FOR COMPLA"CE IN ANCHORAGE aHAII BE AS MENTIONED IN SO) AND IN 8,2).,...®-.._...�.,.__�..._.r�....,_.._.�.�.�...�..._..1S.iDS" (TOTAL _. ...,..._..'''T - - - 1SAW (TOTAL WIDTH)........_,....,.... 5W/1D. sw/11 & 7W/11 ACCORDANCE WRN THE 2020 (7M BODKIN) OF THE FLORIDA BUILDING CODE. (C) TO EXISTING WIkY. YNIN N;aFrs,r OR,ltiiV £ Q s5 uaN 1� k 12.SOR• (E}TEOTAE W4TE i 8,250- 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 3• MAX 1/4'9 TAPANE ATE FEMALE AS MARIFAC WLIA BY I.T.W. BCHOR$ INC, - .--.-_.-8 1/+^•--------•-----, "� 7. i �'- j I � t- YtlJ. ! FOR WOOD SEE SECTIONS ON SHEETS to R 11 i' NINE DESIGN Wi1Mt LOADS SHALL BE DETERMINED AS fiETt SECTION 1820 Of THE plARE MaNTTMKtEO COOS. (fh10 PAND.AIA7E FQAALE E7 AN'0 PANFLlJATE PLUSALNC98>R5. AS MANUFACTURED BY EtCQ WNST@lfGTiCN PRODUCTS. v , FORA WIND SPEED AS REUlXREO BY TiN£ JURISgCrNN WHERE THESE SHUTTERS MAIL BE INSTALLED AIM - i L FOR A OpiECTKRNAITY FACTOR KdwO.aS. USIMG ASCE-7-18 AND.StNAI NOT EXCEED THE MAXIMUM (A.B.Q) - I/41F TAG SCREWS PER H.DS. ! 1.3?0"-; i. b'0 --•1 , DESIGN PRESSURE RATINGS IND%CATED IN SHEETS 7 THRU 12. 14, 15, 16, 19 & 20, - 7fT8"e x S)a"- WOOD SU"G, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & 'SPECIALTY CO, - .... -,+`' s i 1 T•350 OKIONRW STEEL. i,350' # O O 4 IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WAND LOAM DETERMINED PER ASCE 7-16 /� .- 7.•:..- _... SNAt1 BE FIRST REDUCED 1O A.S.O. DESIGN WIND LOADS H.' RAULTTPLYING THEM BY De IN -ORDER 70 C-0 MINIMUM T�I+.EADED PHETRATbH INTO MOD OF TAPCON ANCHORS SHUT BE 1 1/2' AND a• FTpH £1CO PANEtILATE PLUS i' ( .i ORApE 1 -' D.M.«a. ,�'{' , r' `T"•^T'"T- •"1"T^-_T--T__-r__r--a•i __r___l.,l'"__• ---r--r--T-•'-r`-T--') T..-1_ �._..._ _...,W 3 .�._ , t 1 I I , AND PANE1MAtE FEMALE kf, O.03a' AWN. 71ICIL HEMNi6. ! COMPARE THESE W/ MAX (RSA) D�1 PRESSURE RATINGS. INDICATED ON SHEETS 7 THRU 12• 14. 15. 10, 19 A,. 2tl. � ! 1 "'� 2857` ORNAWEED STEEL £DOE- ` �! � � H 2.657' I tT-aD G1LY.. - T''/ � 3 ,, ¢ }t_{dp7 , r 6 IN ORDER TO VERIFY THAT ANCHM ON THIS PE.O. AS TESTED WERE NOT OVER STRESSED,. A 33X INCREASE IN ALLOYIABL£ 0.2) F..iSTRATKNtTN pSTUCP OHA�L CBE tlN91DfREU WMTHE ' R£ i'HREAdW 1 /./. •.. THREADED 2' • �• ! (HEUMFS 5ASIM 3 pplirTUN. DEtAR..A..7. 41145 a1T00• .2 ry �.-.♦DEMAND TYP, pirAa. S3 �.:/ STRESS TOR WIND LOADS WAS WM USED QN THEIR NXV&S, FATIENERS SPACING 70 WOOD HAS BEEN DETERMINED IN H'ETNETRA •`' ARL 8.8' S-90 CAN. I LDFTAILEDGE A , +8.8` ACCORDANCE WITH N aS. 2018, C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SLIMS BE AS INDICATED IN THIS DRAWING �._ _ _._ _ _._. _._ _._ _ ,. _ _ _ ! � t�-_ _ -- _ _ _ _` __ _ _ _ _ _ ^ _ _ _ _ _ STORM PAMS-'S ADEQUACY FOR IMPACT AND WINS RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF r Ell THE ABOVE MENTIONED CODE AS PER HL*WAtE ENGIN V4M O TESTING INC, REPORTS 98-988, 90-570 A. 98-Till AND CA) MINIMUM PENEIRATON'OF MOOD BUSHING SMALL BE 5/8-. 1/4' ;-20 SCREWS USED SHALL BE. 1 1/2" LONG MINIMUM I•--'./,3AS4' 1.3150• I i FENESTRATION TESTING LAB, INC., REPORTS #2032 & #2126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO, '�•--..----�----,.-�®-8.250" -" � ,Y� 9 AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT' /0219,01-09, AS PER TAS 201. TA5 202 AND @T' 7A5 YOS STANDARDS. cis) IN CASE THAT PRECAST STONE, DR PRECAST CONCRETE PANELS. STLNCOO OR WOOD BOARDS !R FOUND ON THE EXISTING -.(� ST(1RM1 PAN€L 4 .END _.$RrY PdN�I WADI.. ANCHORS SILL LONG EHIXk;>i 70 REACH THE MAIN STRUCTURE BEFIIRD SUCH PANELS. a,fe7• _ -� 2 ALL 203 STAN ARDS.SYONr5 1O 8E 6O63-TO N..QY AM TIdtPER. (IJHLE55 OiNEAYASE NOTED), SEE SHEET z. A --}� A ANCHORAGE SHALL BE AS MENOONEO IN C.Q. C.2) A C.4) - it 3. ALL ALOMMUM SHEET METAL USED AT CLOSUM SHALL HAVE 3105-H14 ALLCY. •"'-'-'--'.". (0) ANCHORS SHALL INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND 5FQCENiATftTNS OF THE ANaHDR'B MNRii'AGTURER. s `I. .250 .-._2,iBY- / ,. I�E q /25'' 8 4'h2O. 1))4'M-Yq, 125'� _ _ _ .. _ _ _ - -,.... _ - ... _....._ 4. ALL STOOL. SHEET METAL PANELS SHALL HAVE STRUgTURPL OUALITT STEEL.. ASTM A-853 GRADE 30 MINIMUM. G-60 PANEL S ENB LAP ".. 1 f 1.2 .TOO• ,ffiD� .:., 7aD';+- SHa� 3R4 SDEr5 .. BLsI M; ST'ANELS Wf 1/4r-aOXT+. GALVANIZED SIM MS04 TM W/FYd 5a.5 IeM. {FFTER ROILED). 8. PANELS MAY ALSO BE INSTALLED rn HORUONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 W/ NiFALIED IDES �'`�.' 1 � .TW R a - � y1.125' -- -j 75Wr- UF79ULTED PANELS THROUGH 6) EXCEPT THAT HEADERS t�i&(3) SHALL NOT BE USED. - - : r' ST7A'faAERD S.S. Sm �_, SEE LIED AN LS t .S. MS. BW.T R-FAW{ ,Tao i N - TO A/NLE • 7O ANTE O \ I ( i RNLtfS a EA SMFRIAP S ALL SCREWS TO. STAINLESS STEEL 304 OR 318.AS1 SERFS :IT. CORROSION RESISTANT COATED OAIiBON 51EO. A9 PER D, R SHAH THIS RESPONSIBILITY OF THE CONTRACTOR TO VEIBHY THE SGLINO1E95 OF THE STRUCTURE WHERE SILKIER. S TO r'"+ ? •.�v.. i - 12 1/r' O:C T2 I/2• DL. APPLICABLE) % ✓ (SEE SECTIONS AS'. APPL1CASt,€) TIN I OOIB W/ &) bT YIELD STRENGTH AND 1iG Eosl: TENSILE STRENGTH at SHALL COMPLY W/ HT:ORw.A.LaIUDiNc CODE ATTACHED 10 INSUIE PROPER ANCHORAGE.. THIS SHATTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME +H`+ (( J 4 SECTION 249 T.3.3.+. SLIDINGS. . � i � v 3O.OB 3.375` � :. ,E793`' .093 " 2.OfOD" T.SOD' SEE A39` •w-i.SbO" - VYe / S Y 5. DOLTS TO 1 E ASTM A-307 GALVANIZED STEEL, OR AIM 304 SERIES STAINLESS SDE'EL, WITH 36 k. MINIMUM YIELD ! i DERVL STRENGTH, 10. EACH REGULAR STOW PANEL YARN LENGTHS OVER W-E THROUGH 12'-4: AS P£R SEC'f10NS e, 8, B & 1O AND ALTERNATIVES aW, - '' I 2'i R a 376 I 1 ,11 BW &TOW ON SHEETS 3. a & 12 gf5PECTN$f.Y; SHALL NAVE A LEC E AND READLY VS10Ll MAfQONG INSTRUCTING OWNER OR E 41E4 ,.'' .t / i p , 1{ 7, ANCHORS TO WALL SLAL BE AS FOLLOWS: ..,i '`•V i M. - .525' TENANT TO SECURE PANELS WITH APPLICABLE RDWORIMENT DURWO PEANUTS OF HURRICANE WARNINC, �). AL 0. 375 (A) TO L705MHG NIA CONCRETE 'Oe3f 11. THE ILSTALI.AOWN CDNhL4CTOR IS TO SFAL/CAULIL ALL SHUTIER COMPONENT EDGES WHICH REMAITN IN GOHSTNU©US CONi'ACT WRTI i;�,- T 5" Mmc-----------•--3 T l`e T,.PIX1H ANCHORS AS MANUFACTURED BY R7.W. BunDEIN INC. Min. t 92 . 1 39•'���.�� / ( Ps.Q THE BUILDING TO PREVENT WIND/R MN INTRi1S0v#. dd - 1/4' e X 7/8' CA X-iN ANCHORS, AS MANWACTURED BY DEWALT INC, (MIN, ew3000 Pal) - I$Otl IC V EON DETAIL A /3} L�r2.mo• 2.OD0•e.�,.I 1 I fA� O L/4'a X 3/4" SOUD-SET ANGHOUIS, AS OIS MATTED BY ALL. .POINT SCIRMW BOLT a SPECALTY M 12. STORM PANEL. INSTALLATION SOIL COMPLY WITH SPECS INDICATED IN THIS DRAWING ..PLUS ANY :BUILDING AND ZONINC REGULATIONS ROLNDED CDRNBR a ENDS OF PANELS A#f NZ D•M••t.7• •(04 .+ � M PROVIDED BY THE JURtSDIC'ITON WHERE PERWT IS APPLIED TO. END UP W/ HEMMED Eor,E, 2 xit" ti�DE_R „� ■, tw T,� ER .4 `u�'r ANGLE TyTTN STUD (/}'per) WPTH - ° �/i (Min, R`O,•N0G0 P,I1.L) t JZD - M. I{ J ANGLE Q) r'✓ g-�`_'L_E f`Tt�D �'D'�'�'+:r� @a 1 3` tWC 1 ; 3... MAX E � �'. C0 X f14•-10 PANELIADE EEMs1E N k PANELIYWTE Y'lUS AdCI4Qd;S, As MANUFACTURED BY I160 CONS[RtICRON PRDWCTS- U. (a) THIS PRODUCT EVALWnON DOCUMENT (P:ED.) PREPARED BY THIS, ENGINEER IS GEHEIec AND DOES NDr PROVIDE IWORMAPI1 (N.Ts) Rem ilfA 1/4, 2/4. 3/4, 4/4. 5/5, 7/5. •-^-- -•+i (MN, r-3350 pet) FUR A SITE SPECIFIC PROJECT: I. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. ���,4tL - 1/4•0 CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (ra.3800 paJ.) VANM6 i �1• MN., 1" MIN.' V SEE GET. i IW/1o, 2W/1D, err/1o, 4W/1o, l L- f1 A. MINIMUM EMD£OMENH OF TAPCCN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4. 2- FOR PA7F]AATE nukE (b) BASED ON T TO S REPROVIDED FOR THE SELECTION. PlTE FROM E AND (CONDITIONS ET,INC&WNG THIS SAFETY OF THIS PRODUCT I/s4 8 2/14 .374 6/5 BASED ON THIS r',£.0. PROVIDED HE/SE T»Es NOT MATE FROM THE CONDITIONS Di7ARED-ON THIS DOCUMENT. !. :f-I IL TOPEDGE (rBa- .374" :o'-a5D`- y5W/10, SW/11 8( 7W/11A ANO PANEMALTE PLUS ANTS 1 v/4" FORCF TAP -title' ANCHtlfiS. CONSPRUCMSN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (�,m a....Wr.390" -PANT]788" • 310" 525- 304' BEAES I ANCTIORS: FOR CONCETS SEE: SDH ON E SHEETS 9 & 9� ram.A2) CALK-IH & SDUD-SET ANG{GRS SHALL BE €MBEDDED A/8• IETO THE KWED CONCRETE. N0 EMBEDMENT INTQ i SRDp II&M 18�FOR WOOD SEE 5EG'RONS ON. 9I$EIS 10 At itw�siucaD SHAL BE PERMR TO. 1/+" N20 SCREWS USED SNAL tTE T 1/2 LONG MWMA IM SOLD STUCCO flDSr, (0) THIS PRODUCT :GLOAT ON OfJOUAENT M11i 8E CONSO€RED INYAtO F MOOIRiO. 31.407h.may. 3ssi' :270`.ai6 640 r \v 1.S f ANSAE O t2 1/2. OANOI• MINIMUM FOR W 1. HRTHL NO STIR;O. MID MAY BE HEADER SCREWS aR Al THREADED SCREWS W/O HEAD. (UU SITE SPECIFIC PRQECiS SNAIL BE PREPARED BY A F'LORIDA REGISTERED ENGINEER OR. ALCHITECT YIF9RL MILL BECOME THE ( + Y BtRt WRH WING NUTS, ENGDEER 4: RECORD ((£,O.R:jj FOR THE PROJECT AND 1I1D WILL RESPONSIBLE FOR THIS i I,Oa3` 3.SN3• 4R',Oaa` EA71• I T',50'` G". r PRQf'FA USE OF THE P+.EA. ENON£FR OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE 18'A v1NAE FOR i A03" 1.015" i Asj IN CASE THAT PRECAST' STONE; PRECAST aDTNcaErE PANET.S, PAVERS. STUCCO, OR WOOD IMWSQs FOND ON THE P.E.D. ENGINEER. SHALL SuaAR'r TO THIS [AITFTN THE SITE SPECIFIC t1RAWIIRS FIAT Rf1lk1V. LDCATNN A 857• -: 125" .DID` •. REGULAR STORM PAtt�EL3 () �£,� EUVATION � ,, � (D EXISTING WALL OR FLOOR ANCHORS SILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND RICH VV DIY �D• OVDIL P N � Atlt..aIS' LOB}• ITS: i y, PANELS ANCHORAGE SHALL AS MENTIONED IN Ai) AND IN A2). (e) i}IS PLEA. SWttJ. BEAR THE DATE AND ORKrINAI. SEAL A767 RIt74, ATlRtE THE PROFESSIONAL l :.�J -?OW- ENGINEER ' or atom THAT PREPARED. IT. TANGO' � {��. rtf11E WASHER A25'Y (B) TO EXISTING10C.N+..CRfte; FkrKw NmAyl., Iti„a1" BD; 14- SHUTTER MANUPACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM I _ W • " M 1/4' MOH. GAP - 1/4` a TAPCON ANCHOn AS MANUFADRM'De. 13Y 1. T, W. SLALOM INC. PANEL SIUUTP'i.R IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COX ONE LABQ. i r.L1a3` $ F 'FR_nCK JlN(3L � �f'� F" TRAM J�T,:,�j;� 2.e7' �) `.- f/4' e X 7/8' CAN,IR•-IN ANCHORS, AS AMMIFACTURED 8Y DEWALT INC. {MIN. H'c-15H10 P.eIJ SHA L IE PLACED FOR EVERY OPENING. LABELPN TO COMPLY WITH SECTION 1709.9.2 OF THE , O.D38° (Min.) "'•i )•- 4' ItIH Wrl'H STUD (+A+L O.'E)EM >•1 WHOLE VALLEY] "" ' - 1/4'r X 3/4' SWIG -SET ANCHORS. As DISTRIBUTED BY ALL PONT SCREW.. BOLT & SPECIALTY � RORIDA BULDINW CDC. 1 GALVANIZED STEMM-"'1` 34M1'e mil ^-"1 6 3: t� (MIN. fa•taDO pa;iJ tLMe DRAWING S1AU. DAILY BE USED TO ' Mu.. 15 NANO �A TfL,1jT✓ 1 ( - �, .� #14-10 PANFI.MATt FEN" IO AND PAWMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COSTRUMON j) y'N PRODUCTS (MIN, ra-2071 p.I,L) �,A{1H+HNH1) CBTAN PERMITS IN THE STATE OF Fi.RXMM (^- "•'-"'# 1.083 ,3"J .CENSA4' "••.` 1 f4" lI '/' t/4• a OF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION pa •(i( A• Jr/L4y a7bYae .a7s s `' A�.; .. .... 4T. i _, $ ; MAX. GAP R A• +f s W W • ✓ .FLORIDA BUILDING CODE Hi b YMI MO cc" Lone I -t f No. 44161 � �� % �) Q 0.1) MINIMUM EMBEDMENT OF TA -CON ANCHORS,. €4CO PANELMAIES AND Or TAP-QMP ANCHOR. MD THE �: T4jti - ! 4 = .•k = �Qy •. ✓ < t� &4" DINT' SMALL BE 1 Ile. eaOAa M--rom W. -rir : * - _. FLORIDA BUILDING CODE h Velocit IlUNT1ca1ts Zone � 1 � �:' f#i `•,'� FLORIDA BUILpINQ. GORE H) b YMlca Hurricane Zons � ~ . � � 20 OW GALVANIZED SrEEI STDRIA PANEL PA" ,vP. r tta z 9.2) CALK-W & saR1-SET ANCHORS sHw aABEDDEn Ufa' aNrD THE CONCRETE BLOCK UNIT. No = N0. 4 167 i 0A1p / ° -- Tm WING NMr aF PANEL 3 (� $PATE "M TnaLra wc, 20 GAGE OALVAMW STEEL STORM PANEL PP, £ i s tm 1111DA . 28 GAGE GALVANIZED STEEL STORM PANEL rp y G; INTO STUCCO "SHL-a BE PERMITTED. t/e e-za SCREWS USED SHALL BE 1 11C LONG U MtM SIGN4�1TCW - ^� mlTelzeza L_ - .rr3-� ; ab75 9� .... LO P •: OU N BY S N 441E z GRAPH art Pta lcEr HOLE tic ..., ` ` -� / SECTION A -A= ` :* /1e/�Aa �•• E C: tOT6,T; AND 1 MBtUAIIAI FOR W.,+c M9SIN HY1. sR:cDO, ' •'°:. STAT OF ;.:- ".�^-"--- ill. (M tM tMe. GLOBAL PROTECTION PRODUCT'S. LLC. H (�. - �- ' , / GLOBAL PROTECTION PRODUCTS, LLC. °? . T` E �: LOBAL PROTECTION PRODUCTS U C. °a 'j •'•• fi[i) p ^.. T :s, s. xx a a. 33loi HIM t.S+ asY�'� f3331. -ITIT 20-176 +r r •.. sW, I1 GiRk%T . __.. �+ t �r p tFD - :. ITRIir � iiS iir) � O a,-,I7,E�IIG1. hA .....-,.- 1NC. - nTIE: H.TS, S A'• ATE : 4e > 1Lr E C C INC. ' NLA NUND .'� '•.,., P O ,t�,LSNI-112 MUM wr'..n.. Lew... ,t. apT .ta %E 3"X`T X1/.l ALTE "tamay.. on YANG MD WfaR NLMiI. �Q' S "' cA-OooevlY , Mkt , u aA / d TANG.., P"m-w�'. p m-,A.mAM . arw TOW.. Dal; tae4; a oRTMwo Nx "r tC,s a,•• L.NM 4>,_foa. _ * `'•Lye /() E aa,.-., sE Nttu ANGLE ENwxln WAstER W AI>Dr1ronML ! TOMY& . n. aaat+ 20-176s O.t� • ORt. a I AM nAVE, EL iT364 2{i-•T75 a '� V .+� u xa Pro,. t1IeI)ge-aMN3, rAe tWHMe/-am A �j:• cAoyDena •-• ,ea.r w .,rr .« G Q s_ ._-... -_ AAF NA tYN.tHA A TANK Rai P.E. A tlDd h„ P£ ` ` ♦ I4I.T6t A WW1 Jr.. P,E aA.t-w > 5..7. _ _ 75TEil, iM IkSTH. PLAIIDPLATED.. STEEtj. t SFALJlEiM1SIfEJ04R C4-OaOa7f9 -6.. f5eq 91D;T 3 OF 25 r•` 0 LL.I R I � 1 (I !� 0. 1 ! I � SML • t 1 t2 1/Y a.0. i aw. I rA EE7s a BNcuAN e) \' i UNG tAND MR M01HIM1,110, SCAB 3/8�7' I& Mau i m Ili I ace SCALE 3 9.t• SCALE 3/6-1- E,D. • ETYI#. DI$rANGE (SEE SCHEDULE ON. sHirts 8 A 9) TOP & BoTTOM MOUNTINGS am BE COMBINED IN ANY WAY TO SUIT NMNY .INSTALLATION, ENA QUW EM INUAMON IIN�: POIA�U BLQCK T gSESdrY QR - I!J_/r� �, }/I�j�� ���F �T��� r��R 6 QR � nWU 1% CCMFIEIE ANCHORS .. 1/41r ix 1ND EVES . T�\7At & LIM .YYCF L . A1�jZ ,�;,AA-i13.2SL Z& P*& DEJ M cmERE cif ' aC: SLIEDLII: ON SMFE.T B.. a 9) 1;*am ON I) T 1. . >. t PLED I .tg3 ? 7 i Y n�N°+ waaO 1 .r l� I � 1 1 1 40 1 j R p j Y a i�ca newt 1 Izxw H �'•' :. OSLOCf ! a RM, Ire �'-'i 1 H 1 I .". REQUIRED 1 � 6 nEcu+>ap, i t i 1 °E A fPL^N)}a Ry.y ..aoRj i. 4' i a�.aa x w a SCAE'3/te,.1' *Awwr +.mc R L 4. m Ms L 1 a 3/fa�t" 41-1- ) SCALE D ,IpNGAf � M^' �apy.� 1PY-R M33q/M rYI�MVa��t A MAX. -�1 IR.. `2MNwi1aM T I, a f SC a4 7 ��' areal m.> (�mT� T I W. MIAft"M 'V 117 aLA3a(A?tDR.AI 4s ,AWN., V�$ ,t/y 0.$$ L L H MA.: i M�aXaFMMM WfP er��up / L pNlt I 3- ,rnta.u.eiea I I T 1 ♦ tz 1 a i T � I °"� i i i ✓ I No row` w Aoa�,•-r CONCRIEE ON j 1 CONCRETEBUIC REOAtEaE.I ExISTIRi POURt�I Doi i sDEAEi/+e�1 CASE D fPLANI RbNCRETE DR , ... --. SrLr J/16.:1' CONCRETE BLOCK I REOUIRY. �I" T/2"-1-ieg w� . , ONE 7 cuK-NN OR �....__. -vr "'( j4,1°m•--16 wNc c a• 4 +emnru ream nwx PLUSFOINME T3AND TAP-tNa� ATE ANCHORS _ (SEE 3CWO%ES ON 6 THAYNIa.TON I) �+• SHEE15 -a A e) SHEDS WALi lig SCAE 3/1W1 SCALE 3/B-1• apgRgyp ` RC- x �/pN' LIES n=A .. Ta m MJIOF NG�NG IN NEW t' WADE X VARIES X 1/B" E,D.: EDGE DISTANCE ( aF j rM Me t.Ol as nwbl SCHEDULE ON i f• IL CASE. F fPt16Nl rA" ALUM. TUBE OR 1" x ? (SEE j A nalaw SW=/ P.T. WOW PLATE SPACER l SHEETS a & D) SCALE 3fte-1" meS' '� 7" f # NEW Mi# . VARIES x I/ir MR Gmall000f cFCTLDNS; _ �gALTU�M. TUBE OR 1". YAM f R SP r BEHprND i TOP & BOTTOM MOUNTMOS CAN SE o 4 )tCONCRETE ANCHORS 1 COMBINED IN ANY WAY TO SUIT ANY F,,,, CP.'t • MSEE1$ H TwDULA+aN I T 7, TMS(Ai-CATION. SCN�E 3/R6•R•. - T Lax ANI N M 4•. r MERIDA BUILDING CODE h YalociCONCRETE Hurricane Zane fl ��s#eD,at Tel SwrrNe IBNa Ta E .,- !• 4= "MM LNG 20 rNti GALVANIZED STEEL STORM PANEL FA. 7 /2• Mtn. CONCRETE BLOCK Flaw. aR OIINT. MPN $ #6L7 a R r) 3" Awe. REQUIRED. 1A1ISTa .DENY. 41$7 = 11IWW Tt A now Xt- X ;x SCALE 3/8.1 > TRED Al TOP ORE O • i GLOBAL PROTECTION PRODUCTS. I.I.C. .�H II A9W SAIL e1 SKI B Y ADJ D DS s. At0►,,• RX ..w,A AR.. AeLMeM 4Mp n i 'Ham. D;" 7AA FAA 9�4)rey eTsa 20-176 4TI IRAIrIEEHLJI�I4lCr s 4�s . ew rDE) oI-aOWaW_a .�. .a...,o.»... .w... ra. DAa.Na N., 4y`h, y,} AL H! _ OIL. A DI UI'. ar.1 PQ.. . NM MEET 3 LIP AS 1�C�1T4j;�: _:, N >4 i ...Iill. it TA -me NZ , ,, /sI, feats WI i L 41 41 -17/4' S,S. T //Br3WMDNUT a1i'23 2 O.C. CONCRETE ANCHORS --- �:aSf7)iEMAE ON __AWM COMMIE OR lIEr3UWED BLOCK Al MOUJITIHO SCN-E 3 1 E.D.. EDGE lNSrANCE NONE FAR COMBRLATIDN OF (SEE SCHEDULE ON TOP 41 a(FT'iTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. wa w Im�rAE�pcN I-- OF V MAX REGULAR STORM PANFA 5 f1)8 (� ELEVATION I i I Ile MAX, GAP 2.rr 04N, ONEIkAiP .1 m YAHdF VALLEY)) 9aI96AE ON 1/4- M l.Y a s) INNORETRL=E OR -- sQAUE to: 14 ANCHOR$: FOR CONCRETE SEE SCHEDULE ON SHEET 9 F'OA WOOD SEE SECTIONS ON SHEET 12 3• Mo. 2.E7" 3•� I" i9n. (MN O/r" -1 MTFILE YALIEYj 1^ ATXr. 4 e, 1A a1A0, 11a0 CD -4--1 U) Cn 0_ 0- U =3 CZ O L_ UJ = Z Z Q d SHEET NO. SH 1.0. I OE eLLTbIN ,, S k i WALL AND FLOOR MQUNTING INSTALLATION EggE `tom $ «'--_..fi/_ry� SPLIT PANELS ESE t �i ial r� 1 2R M�#iM. t .31 caam"°D^AE,e �/ =-\ab' 'iJF 1 `1 (w�.�a4.-iAk}a�t} -s t• A!i�.'�.'tNiai�"x' c r' # "'^ Z-Mw vA t\. t ! Ys iAAlCN ;p3} el'. Im seas i Yfy. t+:. 11W1#at A. AA ik'P 7lFNN _ ET+rh 9F ,SIti. x14ijS` y t• 1 #1 w ` ,. ° r. Pa6,ik 9c eAla . lJte•} t E ]k. I i \y .., t, t•, -. i 1 _ 111 1 Lw-4ELr i i f w\ - \\ D easea� 9 SCAIM 1. 4- I" W.F. a r l 1 1 > 1 it" M +SS.k N.r 1 M ee $mA. t-%p` y�v�-�"'' r wt3Gl+• rS F1YiAt flr 9a HatJ � i BCiNxf0INSE. } I t ; NO. t I Ltai. s/ te9 SAPrbi, t I ..x. tx 21 4, •� YI� .:•.^"+ 1 - N/ Ftaap• .. ca�irYmt:: ! i €a I 1 ��sR°�'n�i I PtWIRO NS`met,ic , b., r71 11'Y tiilRi i 1 ,xAditlM - + mv,ia ANtlE MAJJaPI W4W • , - .... .. .. 1fj `' 4YMt-iF AtACi7 ,fY� fin• _j.. L.. Y. ¢ r u L. SPLIT STORM ELLOWN MULLION SCHEDULE *1 1 I i SCN,E ff4`w1' SCALE If4'w1' w'uVn.W+7: 90N.E ti$"�•1" REMM Oit ` Mii AB t:9) �I41INI444, t 'iiG(l A. flj� Wit.110, � kiSW 1+ �' onA`k[tE ANdKe6� s x i��a�Mpsf;'$=iae.E RATatc x_ W • FLORIDA @11R.DlNG t?0(3E h Yalaei Hu cam 'Zoos SECTION JsroRus� :O� F[0R1iit =�� mszowm. w- 2D GABE GALVANIZED STEEL STORM PANEL owwmfR scALr SJO,I. ` F,S ••..., W/moo JIIL ECG INC. GLOBAL PROTECTION PRUiNJC'�"A LLC. NOtE: lIULL1Wt f.511 ALSO BE RiStAIlEa W/O SmRM PANELS ON 14p 41mO &x. $i 3 14 aR 00tTalff SO THAT 4 6 ,.00ATED AT TOP OR $OnOM OF OPENNNO. -.. / BME. r1.. 31T,4 (ONE tVNE1. OPFN4t0 w/ t, TOP t ROM* +`w`•. a ny=r s.`� P1'r"rt1 N3ijmk-tsw. ixre tsegBes-B�t 20-176 P.E. mK 7 •mom 1NE 6 a•+la- iR CM1N6 Na YYL � T�ILF dR.. PF. StlLLT i q ,46 iNSTA;�;TON - &VJMW � 1W Nest tNLUON M6i. SPAR (Ft.) TLpE 1tULU4N +' 3 3'-$" m 8'-,0' jA FANNAAMMANA 11111 SIR III oil 111111 Hill I III I III III oil 11 IbWAU MN -ALTER"= 2W $CALE 1/0 w I' I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O. DESIGN LOADS UP TO +55L, -72.0 p.s.f. AND PANEL'S LENGTH UP TO $'-S'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC .DENSITY OF 0.55 OR EQUAL TOP& BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY im a tzi/'`"aa t/+5Ix1w AiKYe1E TO er. z , ac. 0 fro LE Y(tAJj MQING iNSTALLATH}N WALL AND FLOOR IAINTiNG iNSTAiLATION ••- SECTION I scALE: 3/9• _ ,' - SECTION 2 SCALE, 3/9• - t` �{,� y" exrcn otnau PANE'+ SY!ITEM rYa�t ,aT1411 !. LIFE SAN:IY SiORAt PAN@ CAN BE IDCATEO AS AN END PANEL (FlRSi {X3 LAST PANEL.) OR AS AN R1TERiDR PANE:. (At+% PANEL 1M`AT10N M BETWEftt END PAHEtS). LBE IFE SAFETY PANELS MAY OR MAY NOT BJSfN1EC ADJACENT 14 REGULAR PANELS (w/ OR Wj0 REGULAR 7RAOKS.D 2. LIFE SAFELY PANEL CONSISTS QF 0430` GALVANIZED SPEEi MAN PANELAS PER CONPONENtT SSW 2' DRAWING. INS PANEL fr5@F 70 BE REM4vE0 OR INSTALLED FROM THE $ASdOE 4F STRUCTURE. 3. LEMT INST&AED WALL THIS IFE SAFETY pqF�a� REQUIRES i'W' TRACK TO 8E CONMOtiETi'T Qadc BOTTOM TRACK 7O �d\4� BE COMPONt� �)AS PER SNF.EY 2 OF THIS DRAWING, �,`�, 200NSNEETYASEWELL AS DETAILS OR�FLOOR MOUNTED t FOLLOWING SEOTICNS T & � pry Y 4. 1fxl. tEliG'fN FOR COMPONEM 6 15'. Max. ANCHOR SPApNG FOR COMPONEMOANC7WRAGE A2 BOTTOM IS GTt'EN ON ; SCHEDULES Bt 2. VIMT4. .k . COMPONENT (� MAY 9E PERMANCNT OR RtDAQJABli $. SEE DETAILS FOR MWAU,A'DON B7fa WOOD FRAME BlNLOINGS ON SiiEET 15: y�yp'�•`+•. V. SEE SHEET 4 FOR OEiliA APPLICABLE TO THE rffCES5f1Y FOR THE INSTALLATION OF SPACERS AT TRACKS IL4tNJ.ib ADJACENT AND BEYOND. T0. Sh7CCU/W613D BN745. �A(j t 61LING & FLOOR MOUNTING WALL & FLDDR iIOLINTING (NSTALLAi40NS - ALTERHATPJE W (SECTION AT TOP IS LIMITED TO +33.5-67,0 MAX. SCAM 1/4' w 1- A.S.D. DESIGN PRESSURE RATING) SCALE([ 1/4' - 1' Imo * Ii f(P�aa t 6 � tlla I xa Aw,av nuxm w iaas r •• r,.. aolawaN ilECi OIDOR NOUNTTINO INSTALLATION - SECTION AAW 2/4i 2A/* 3/4 w 4/4 ! L*:. 2;ac hw/Is I..}i. 2 & aw/is °. AREA w/NO LIFE SAEEI'r PANELS LOCATION OF YIFE (SEE TA7f� A9iL6w) 'i.••...._.-..----- iw. W/RE4 NBBt8i1rOIN;AIiPANELS W/ OR -.-.-»..,-,.....- SAFETi' PANEL -^^•% 7RIR.TSS (SEE NaTE 7 1tELor1) * IAsr PAP711. �m � $151ALLE6 AS IRE S+FlTY PAik1. OPEM1q SNeIL. A1,3W5 $E PROADE4 W/ PEAR Nlrlai. TO FACARAIE iN5[II,tNOM F' HitFdrO€O : F � OR RETADisD FEW INSIDE ELEVATION SCJ3E 3/32'=t' _ t/a, Mlaf. MF �.�aR T * T ; 1/4• Yex. �. T B $1,WOe aANEiS: B (AL'IsavaE toomat SEE KITE ,) AT EE@! SEE NOtE� SECTION. 8r8 SCALE 3/32 rT'. DNA ft 0 I�,MUM A,S,D. DMCtj+l PItEAURE RATING (,assfi) ANO ,G;{,iSP'DNDIMG IIIM.Rl11l,. EMEL "1 ".SGHfDULE (YAL&! ONLY FGt ♦ Z�tN1AT10N5 AS NCR SECtI01i6 4 TiON 10, ON SNEI:TS F. 5 3 e} UrION • &,I.rta w/ ,µ'+r-2mn• ss, us a twxscn-AY aSmAP # irFeNmtl OF w�R� (YAM atm:t' FtXt PAN0.SQi OISTAt1ATRl!ffi A4 PER SEaTab18 t 1NRU 7, rtl7 Sii@T9 { t 5} to `NIu°HININggri y�r�RryryA ow � FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) ia0. $167 i osmo ttiBO, au. 20 GAGE GALVANIZED STEEL SitNIY PANEIa fF. y+�"`�,i'`•On g� GLOBAL PROTECTION PIKiD1�T5, LLC:. sY/sysam 'P� F( Dr}�,: •• i� +BOO S.w. 31 st,aEF Ci (:" •'•.., - e 7xA1F. fi S3714 �`'+t r sW.o.rixAvlrpaNeoAn�s Pinlle (N•)�t-tsa. FAc ts3i)m.-sm 20-778 :EaWwaaN te•Ir$q a,a �HMNi N ,E. �Ti wN,t7RR , T�yuf}.k..:n:4 In.w g Rx e a - SNUt s IN•4$ «AnA,w xtxx. al LEtaOFN {� m +>� �tNnt +55.3, -7ZA Y-S' OR kFSS 4 t/4' IAIBBUEO , 7lBN! S # 7 4 4" s/. IAIB01.1FD i it0n! 3 s 7 +Ol,q, -72$ 4 }j7 " A� 8 +t3R. -F6O 14'-4' GN tE55 S 1f4" ' 8. 0 ! ia. LtAxAAru Aza, tuluuw! Aiusaops 9Avczt$ !.$. a i f4" oEsiat TAfxq+ d� TAa-sma aiui-s+ rArceiNaE ft� o awufuaE nus s a NAts$kRt PANE:. d ro EE m cz/xRErE fa m aolxialE tz� m coNCAEtE m a1McgErE �rrr� ntal 1�t�nr'i tn.) $" NIA FIfA Nj� A' WA r #FA C Wi , ttar) $` .. 3' WA f�'A 6' 8• 1 t$$nO1!). $` N/A N/A WA $` NJA B' NJA ff NIA 2 itOa) $' N/A N/A NJA e" NjA $' WA $' NJA.. y ieBT1mQ +83:3.. -32a 8'..: NjA :NJA NjA M WA N/A.' � k a (TOP} 7"-8' aw EG45 OR iF.Ss $' s WA N/A $' a' Y B' p` $" 3 ($ottrA!) B' N/A N/A #jA $' N/A B' NjA 6' N/A 7 OOP) e• 5' N/A "AA $' 8' 8" 8' jr 4 A 7 tBO,'r1ax7 WA NfA ,4 if2' t iJ4" 12 ,/4" 8 ifi• $ 1/+` $ s/i' 8 ,J{' a ,j4` S � SFX 91EEt$ iO # tt POk NRii0N8lYPE # SA,OaNa fOR $t&TKE'A'nt?*•ffi A1R1 XOCO FNNE a$tINUM ATBYFIR �A1�6S ANO NAtikf W EOtK getN#&; Al. tlelK°A.YEO aN t1g8 iiE. EA. LESS 4W, S0G1EC rA'1 S9F09UlE kEai08 ANCAak e•tfW^ S BY AAAXPLXRO SPACEfe 51QtN tl!i gCNpYUAE M YNE iGJ.d{BiG fAtJ8M5. NR IHS OPEMTIftI ro � PO99Al£ D 9PACN10 OXrAME3 UBRM FACmR SINLL NDT IIE !E`�b TFYN Y4,kRk, SPri� RmxAT@ fCR FApS ANti�t /YPE At ANCAOAS 1.1#M8. �� lYllt ,/at ,I{S 1/4`s f/44 ij1Y t({4 wl:oN rr T cauf.IN $o,a•eEr w..NNnkiw$ a s s s 3if4 a •rwuxktaxa 13nxW 0,3 aa••ia F«a.l! i4k $AT s a sin. s to = $itx -7- S i - ,Aa Iep ,Jlf t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 IbWAU MN -ALTER"= 2W $CALE 1/0 w I' I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O. DESIGN LOADS UP TO +55L, -72.0 p.s.f. AND PANEL'S LENGTH UP TO $'-S'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC .DENSITY OF 0.55 OR EQUAL TOP& BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY im a tzi/'`"aa t/+5Ix1w AiKYe1E TO er. z , ac. 0 fro LE Y(tAJj MQING iNSTALLATH}N WALL AND FLOOR IAINTiNG iNSTAiLATION ••- SECTION I scALE: 3/9• _ ,' - SECTION 2 SCALE, 3/9• - t` �{,� y" exrcn otnau PANE'+ SY!ITEM rYa�t ,aT1411 !. LIFE SAN:IY SiORAt PAN@ CAN BE IDCATEO AS AN END PANEL (FlRSi {X3 LAST PANEL.) OR AS AN R1TERiDR PANE:. (At+% PANEL 1M`AT10N M BETWEftt END PAHEtS). LBE IFE SAFETY PANELS MAY OR MAY NOT BJSfN1EC ADJACENT 14 REGULAR PANELS (w/ OR Wj0 REGULAR 7RAOKS.D 2. LIFE SAFELY PANEL CONSISTS QF 0430` GALVANIZED SPEEi MAN PANELAS PER CONPONENtT SSW 2' DRAWING. INS PANEL fr5@F 70 BE REM4vE0 OR INSTALLED FROM THE $ASdOE 4F STRUCTURE. 3. LEMT INST&AED WALL THIS IFE SAFETY pqF�a� REQUIRES i'W' TRACK TO 8E CONMOtiETi'T Qadc BOTTOM TRACK 7O �d\4� BE COMPONt� �)AS PER SNF.EY 2 OF THIS DRAWING, �,`�, 200NSNEETYASEWELL AS DETAILS OR�FLOOR MOUNTED t FOLLOWING SEOTICNS T & � pry Y 4. 1fxl. tEliG'fN FOR COMPONEM 6 15'. Max. ANCHOR SPApNG FOR COMPONEMOANC7WRAGE A2 BOTTOM IS GTt'EN ON ; SCHEDULES Bt 2. VIMT4. .k . COMPONENT (� MAY 9E PERMANCNT OR RtDAQJABli $. SEE DETAILS FOR MWAU,A'DON B7fa WOOD FRAME BlNLOINGS ON SiiEET 15: y�yp'�•`+•. V. SEE SHEET 4 FOR OEiliA APPLICABLE TO THE rffCES5f1Y FOR THE INSTALLATION OF SPACERS AT TRACKS IL4tNJ.ib ADJACENT AND BEYOND. T0. Sh7CCU/W613D BN745. �A(j t 61LING & FLOOR MOUNTING WALL & FLDDR iIOLINTING (NSTALLAi40NS - ALTERHATPJE W (SECTION AT TOP IS LIMITED TO +33.5-67,0 MAX. SCAM 1/4' w 1- A.S.D. DESIGN PRESSURE RATING) SCALE([ 1/4' - 1' Imo * Ii f(P�aa t 6 � tlla I xa Aw,av nuxm w iaas r •• r,.. aolawaN ilECi OIDOR NOUNTTINO INSTALLATION - SECTION AAW 2/4i 2A/* 3/4 w 4/4 ! L*:. 2;ac hw/Is I..}i. 2 & aw/is °. AREA w/NO LIFE SAEEI'r PANELS LOCATION OF YIFE (SEE TA7f� A9iL6w) 'i.••...._.-..----- iw. W/RE4 NBBt8i1rOIN;AIiPANELS W/ OR -.-.-»..,-,.....- SAFETi' PANEL -^^•% 7RIR.TSS (SEE NaTE 7 1tELor1) * IAsr PAP711. �m � $151ALLE6 AS IRE S+FlTY PAik1. OPEM1q SNeIL. A1,3W5 $E PROADE4 W/ PEAR Nlrlai. TO FACARAIE iN5[II,tNOM F' HitFdrO€O : F � OR RETADisD FEW INSIDE ELEVATION SCJ3E 3/32'=t' _ t/a, Mlaf. MF �.�aR T * T ; 1/4• Yex. �. T B $1,WOe aANEiS: B (AL'IsavaE toomat SEE KITE ,) AT EE@! SEE NOtE� SECTION. 8r8 SCALE 3/32 rT'. DNA ft 0 I�,MUM A,S,D. DMCtj+l PItEAURE RATING (,assfi) ANO ,G;{,iSP'DNDIMG IIIM.Rl11l,. EMEL "1 ".SGHfDULE (YAL&! ONLY FGt ♦ Z�tN1AT10N5 AS NCR SECtI01i6 4 TiON 10, ON SNEI:TS F. 5 3 e} UrION • &,I.rta w/ ,µ'+r-2mn• ss, us a twxscn-AY aSmAP # irFeNmtl OF w�R� (YAM atm:t' FtXt PAN0.SQi OISTAt1ATRl!ffi A4 PER SEaTab18 t 1NRU 7, rtl7 Sii@T9 { t 5} to `NIu°HININggri y�r�RryryA ow � FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) ia0. $167 i osmo ttiBO, au. 20 GAGE GALVANIZED STEEL SitNIY PANEIa fF. y+�"`�,i'`•On g� GLOBAL PROTECTION PIKiD1�T5, LLC:. sY/sysam 'P� F( Dr}�,: •• i� +BOO S.w. 31 st,aEF Ci (:" •'•.., - e 7xA1F. fi S3714 �`'+t r sW.o.rixAvlrpaNeoAn�s Pinlle (N•)�t-tsa. FAc ts3i)m.-sm 20-778 :EaWwaaN te•Ir$q a,a �HMNi N ,E. �Ti wN,t7RR , T�yuf}.k..:n:4 In.w g Rx e a - SNUt s IN•4$ «AnA,w xtxx. al LEtaOFN {� m +>� �tNnt +55.3, -7ZA Y-S' OR kFSS 4 t/4' IAIBBUEO , 7lBN! S # 7 4 4" s/. IAIB01.1FD i it0n! 3 s 7 +Ol,q, -72$ 4 }j7 " A� 8 +t3R. -F6O 14'-4' GN tE55 S 1f4" ' 8. 0 ! ia. LtAxAAru Aza, tuluuw! Aiusaops 9Avczt$ !.$. a i f4" oEsiat TAfxq+ d� TAa-sma aiui-s+ rArceiNaE ft� o awufuaE nus s a NAts$kRt PANE:. d ro EE m cz/xRErE fa m aolxialE tz� m coNCAEtE m a1McgErE �rrr� ntal 1�t�nr'i tn.) $" NIA FIfA Nj� A' WA r #FA C Wi , ttar) $` .. 3' WA f�'A 6' 8• 1 t$$nO1!). $` N/A N/A WA $` NJA B' NJA ff NIA 2 itOa) $' N/A N/A NJA e" NjA $' WA $' NJA.. y ieBT1mQ +83:3.. -32a 8'..: NjA :NJA NjA M WA N/A.' � k a (TOP} 7"-8' aw EG45 OR iF.Ss $' s WA N/A $' a' Y B' p` $" 3 ($ottrA!) B' N/A N/A #jA $' N/A B' NjA 6' N/A 7 OOP) e• 5' N/A "AA $' 8' 8" 8' jr 4 A 7 tBO,'r1ax7 WA NfA ,4 if2' t iJ4" 12 ,/4" 8 ifi• $ 1/+` $ s/i' 8 ,J{' a ,j4` S � SFX 91EEt$ iO # tt POk NRii0N8lYPE # SA,OaNa fOR $t&TKE'A'nt?*•ffi A1R1 XOCO FNNE a$tINUM ATBYFIR �A1�6S ANO NAtikf W EOtK getN#&; Al. tlelK°A.YEO aN t1g8 iiE. EA. LESS 4W, S0G1EC rA'1 S9F09UlE kEai08 ANCAak e•tfW^ S BY AAAXPLXRO SPACEfe 51QtN tl!i gCNpYUAE M YNE iGJ.d{BiG fAtJ8M5. NR IHS OPEMTIftI ro � PO99Al£ D 9PACN10 OXrAME3 UBRM FACmR SINLL NDT IIE !E`�b TFYN Y4,kRk, SPri� RmxAT@ fCR FApS ANti�t /YPE At ANCAOAS 1.1#M8. �� lYllt ,/at ,I{S 1/4`s f/44 ij1Y t({4 wl:oN rr T cauf.IN $o,a•eEr w..NNnkiw$ a s s s 3if4 a •rwuxktaxa 13nxW 0,3 aa••ia F«a.l! i4k $AT s a sin. s to = $itx -7- S i - ,Aa Iep ,Jlf t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 t 61LING & FLOOR MOUNTING WALL & FLDDR iIOLINTING (NSTALLAi40NS - ALTERHATPJE W (SECTION AT TOP IS LIMITED TO +33.5-67,0 MAX. SCAM 1/4' w 1- A.S.D. DESIGN PRESSURE RATING) SCALE([ 1/4' - 1' Imo * Ii f(P�aa t 6 � tlla I xa Aw,av nuxm w iaas r •• r,.. aolawaN ilECi OIDOR NOUNTTINO INSTALLATION - SECTION AAW 2/4i 2A/* 3/4 w 4/4 ! L*:. 2;ac hw/Is I..}i. 2 & aw/is °. AREA w/NO LIFE SAEEI'r PANELS LOCATION OF YIFE (SEE TA7f� A9iL6w) 'i.••...._.-..----- iw. W/RE4 NBBt8i1rOIN;AIiPANELS W/ OR -.-.-»..,-,.....- SAFETi' PANEL -^^•% 7RIR.TSS (SEE NaTE 7 1tELor1) * IAsr PAP711. �m � $151ALLE6 AS IRE S+FlTY PAik1. OPEM1q SNeIL. A1,3W5 $E PROADE4 W/ PEAR Nlrlai. TO FACARAIE iN5[II,tNOM F' HitFdrO€O : F � OR RETADisD FEW INSIDE ELEVATION SCJ3E 3/32'=t' _ t/a, Mlaf. MF �.�aR T * T ; 1/4• Yex. �. T B $1,WOe aANEiS: B (AL'IsavaE toomat SEE KITE ,) AT EE@! SEE NOtE� SECTION. 8r8 SCALE 3/32 rT'. DNA ft 0 I�,MUM A,S,D. DMCtj+l PItEAURE RATING (,assfi) ANO ,G;{,iSP'DNDIMG IIIM.Rl11l,. EMEL "1 ".SGHfDULE (YAL&! ONLY FGt ♦ Z�tN1AT10N5 AS NCR SECtI01i6 4 TiON 10, ON SNEI:TS F. 5 3 e} UrION • &,I.rta w/ ,µ'+r-2mn• ss, us a twxscn-AY aSmAP # irFeNmtl OF w�R� (YAM atm:t' FtXt PAN0.SQi OISTAt1ATRl!ffi A4 PER SEaTab18 t 1NRU 7, rtl7 Sii@T9 { t 5} to `NIu°HININggri y�r�RryryA ow � FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) ia0. $167 i osmo ttiBO, au. 20 GAGE GALVANIZED STEEL SitNIY PANEIa fF. y+�"`�,i'`•On g� GLOBAL PROTECTION PIKiD1�T5, LLC:. sY/sysam 'P� F( Dr}�,: •• i� +BOO S.w. 31 st,aEF Ci (:" •'•.., - e 7xA1F. fi S3714 �`'+t r sW.o.rixAvlrpaNeoAn�s Pinlle (N•)�t-tsa. FAc ts3i)m.-sm 20-778 :EaWwaaN te•Ir$q a,a �HMNi N ,E. �Ti wN,t7RR , T�yuf}.k..:n:4 In.w g Rx e a - SNUt s IN•4$ «AnA,w xtxx. al LEtaOFN {� m +>� �tNnt +55.3, -7ZA Y-S' OR kFSS 4 t/4' IAIBBUEO , 7lBN! S # 7 4 4" s/. IAIB01.1FD i it0n! 3 s 7 +Ol,q, -72$ 4 }j7 " A� 8 +t3R. -F6O 14'-4' GN tE55 S 1f4" ' 8. 0 ! ia. LtAxAAru Aza, tuluuw! Aiusaops 9Avczt$ !.$. a i f4" oEsiat TAfxq+ d� TAa-sma aiui-s+ rArceiNaE ft� o awufuaE nus s a NAts$kRt PANE:. d ro EE m cz/xRErE fa m aolxialE tz� m coNCAEtE m a1McgErE �rrr� ntal 1�t�nr'i tn.) $" NIA FIfA Nj� A' WA r #FA C Wi , ttar) $` .. 3' WA f�'A 6' 8• 1 t$$nO1!). $` N/A N/A WA $` NJA B' NJA ff NIA 2 itOa) $' N/A N/A NJA e" NjA $' WA $' NJA.. y ieBT1mQ +83:3.. -32a 8'..: NjA :NJA NjA M WA N/A.' � k a (TOP} 7"-8' aw EG45 OR iF.Ss $' s WA N/A $' a' Y B' p` $" 3 ($ottrA!) B' N/A N/A #jA $' N/A B' NjA 6' N/A 7 OOP) e• 5' N/A "AA $' 8' 8" 8' jr 4 A 7 tBO,'r1ax7 WA NfA ,4 if2' t iJ4" 12 ,/4" 8 ifi• $ 1/+` $ s/i' 8 ,J{' a ,j4` S � SFX 91EEt$ iO # tt POk NRii0N8lYPE # SA,OaNa fOR $t&TKE'A'nt?*•ffi A1R1 XOCO FNNE a$tINUM ATBYFIR �A1�6S ANO NAtikf W EOtK getN#&; Al. tlelK°A.YEO aN t1g8 iiE. EA. LESS 4W, S0G1EC rA'1 S9F09UlE kEai08 ANCAak e•tfW^ S BY AAAXPLXRO SPACEfe 51QtN tl!i gCNpYUAE M YNE iGJ.d{BiG fAtJ8M5. NR IHS OPEMTIftI ro � PO99Al£ D 9PACN10 OXrAME3 UBRM FACmR SINLL NDT IIE !E`�b TFYN Y4,kRk, SPri� RmxAT@ fCR FApS ANti�t /YPE At ANCAOAS 1.1#M8. �� lYllt ,/at ,I{S 1/4`s f/44 ij1Y t({4 wl:oN rr T cauf.IN $o,a•eEr w..NNnkiw$ a s s s 3if4 a •rwuxktaxa 13nxW 0,3 aa••ia F«a.l! i4k $AT s a sin. s to = $itx -7- S i - ,Aa Iep ,Jlf t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 I�,MUM A,S,D. DMCtj+l PItEAURE RATING (,assfi) ANO ,G;{,iSP'DNDIMG IIIM.Rl11l,. EMEL "1 ".SGHfDULE (YAL&! ONLY FGt ♦ Z�tN1AT10N5 AS NCR SECtI01i6 4 TiON 10, ON SNEI:TS F. 5 3 e} UrION • &,I.rta w/ ,µ'+r-2mn• ss, us a twxscn-AY aSmAP # irFeNmtl OF w�R� (YAM atm:t' FtXt PAN0.SQi OISTAt1ATRl!ffi A4 PER SEaTab18 t 1NRU 7, rtl7 Sii@T9 { t 5} to `NIu°HININggri y�r�RryryA ow � FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) ia0. $167 i osmo ttiBO, au. 20 GAGE GALVANIZED STEEL SitNIY PANEIa fF. y+�"`�,i'`•On g� GLOBAL PROTECTION PIKiD1�T5, LLC:. sY/sysam 'P� F( Dr}�,: •• i� +BOO S.w. 31 st,aEF Ci (:" •'•.., - e 7xA1F. fi S3714 �`'+t r sW.o.rixAvlrpaNeoAn�s Pinlle (N•)�t-tsa. FAc ts3i)m.-sm 20-778 :EaWwaaN te•Ir$q a,a �HMNi N ,E. �Ti wN,t7RR , T�yuf}.k..:n:4 In.w g Rx e a - SNUt s IN•4$ «AnA,w xtxx. al LEtaOFN {� m +>� �tNnt +55.3, -7ZA Y-S' OR kFSS 4 t/4' IAIBBUEO , 7lBN! S # 7 4 4" s/. IAIB01.1FD i it0n! 3 s 7 +Ol,q, -72$ 4 }j7 " A� 8 +t3R. -F6O 14'-4' GN tE55 S 1f4" ' 8. 0 ! ia. LtAxAAru Aza, tuluuw! Aiusaops 9Avczt$ !.$. a i f4" oEsiat TAfxq+ d� TAa-sma aiui-s+ rArceiNaE ft� o awufuaE nus s a NAts$kRt PANE:. d ro EE m cz/xRErE fa m aolxialE tz� m coNCAEtE m a1McgErE �rrr� ntal 1�t�nr'i tn.) $" NIA FIfA Nj� A' WA r #FA C Wi , ttar) $` .. 3' WA f�'A 6' 8• 1 t$$nO1!). $` N/A N/A WA $` NJA B' NJA ff NIA 2 itOa) $' N/A N/A NJA e" NjA $' WA $' NJA.. y ieBT1mQ +83:3.. -32a 8'..: NjA :NJA NjA M WA N/A.' � k a (TOP} 7"-8' aw EG45 OR iF.Ss $' s WA N/A $' a' Y B' p` $" 3 ($ottrA!) B' N/A N/A #jA $' N/A B' NjA 6' N/A 7 OOP) e• 5' N/A "AA $' 8' 8" 8' jr 4 A 7 tBO,'r1ax7 WA NfA ,4 if2' t iJ4" 12 ,/4" 8 ifi• $ 1/+` $ s/i' 8 ,J{' a ,j4` S � SFX 91EEt$ iO # tt POk NRii0N8lYPE # SA,OaNa fOR $t&TKE'A'nt?*•ffi A1R1 XOCO FNNE a$tINUM ATBYFIR �A1�6S ANO NAtikf W EOtK getN#&; Al. tlelK°A.YEO aN t1g8 iiE. EA. LESS 4W, S0G1EC rA'1 S9F09UlE kEai08 ANCAak e•tfW^ S BY AAAXPLXRO SPACEfe 51QtN tl!i gCNpYUAE M YNE iGJ.d{BiG fAtJ8M5. NR IHS OPEMTIftI ro � PO99Al£ D 9PACN10 OXrAME3 UBRM FACmR SINLL NDT IIE !E`�b TFYN Y4,kRk, SPri� RmxAT@ fCR FApS ANti�t /YPE At ANCAOAS 1.1#M8. �� lYllt ,/at ,I{S 1/4`s f/44 ij1Y t({4 wl:oN rr T cauf.IN $o,a•eEr w..NNnkiw$ a s s s 3if4 a •rwuxktaxa 13nxW 0,3 aa••ia F«a.l! i4k $AT s a sin. s to = $itx -7- S i - ,Aa Iep ,Jlf t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 «AnA,w xtxx. al LEtaOFN {� m +>� �tNnt +55.3, -7ZA Y-S' OR kFSS 4 t/4' IAIBBUEO , 7lBN! S # 7 4 4" s/. IAIB01.1FD i it0n! 3 s 7 +Ol,q, -72$ 4 }j7 " A� 8 +t3R. -F6O 14'-4' GN tE55 S 1f4" ' 8. 0 ! ia. LtAxAAru Aza, tuluuw! Aiusaops 9Avczt$ !.$. a i f4" oEsiat TAfxq+ d� TAa-sma aiui-s+ rArceiNaE ft� o awufuaE nus s a NAts$kRt PANE:. d ro EE m cz/xRErE fa m aolxialE tz� m coNCAEtE m a1McgErE �rrr� ntal 1�t�nr'i tn.) $" NIA FIfA Nj� A' WA r #FA C Wi , ttar) $` .. 3' WA f�'A 6' 8• 1 t$$nO1!). $` N/A N/A WA $` NJA B' NJA ff NIA 2 itOa) $' N/A N/A NJA e" NjA $' WA $' NJA.. y ieBT1mQ +83:3.. -32a 8'..: NjA :NJA NjA M WA N/A.' � k a (TOP} 7"-8' aw EG45 OR iF.Ss $' s WA N/A $' a' Y B' p` $" 3 ($ottrA!) B' N/A N/A #jA $' N/A B' NjA 6' N/A 7 OOP) e• 5' N/A "AA $' 8' 8" 8' jr 4 A 7 tBO,'r1ax7 WA NfA ,4 if2' t iJ4" 12 ,/4" 8 ifi• $ 1/+` $ s/i' 8 ,J{' a ,j4` S � SFX 91EEt$ iO # tt POk NRii0N8lYPE # SA,OaNa fOR $t&TKE'A'nt?*•ffi A1R1 XOCO FNNE a$tINUM ATBYFIR �A1�6S ANO NAtikf W EOtK getN#&; Al. tlelK°A.YEO aN t1g8 iiE. EA. LESS 4W, S0G1EC rA'1 S9F09UlE kEai08 ANCAak e•tfW^ S BY AAAXPLXRO SPACEfe 51QtN tl!i gCNpYUAE M YNE iGJ.d{BiG fAtJ8M5. NR IHS OPEMTIftI ro � PO99Al£ D 9PACN10 OXrAME3 UBRM FACmR SINLL NDT IIE !E`�b TFYN Y4,kRk, SPri� RmxAT@ fCR FApS ANti�t /YPE At ANCAOAS 1.1#M8. �� lYllt ,/at ,I{S 1/4`s f/44 ij1Y t({4 wl:oN rr T cauf.IN $o,a•eEr w..NNnkiw$ a s s s 3if4 a •rwuxktaxa 13nxW 0,3 aa••ia F«a.l! i4k $AT s a sin. s to = $itx -7- S i - ,Aa Iep ,Jlf t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 LtAxAAru Aza, tuluuw! Aiusaops 9Avczt$ !.$. a i f4" oEsiat TAfxq+ d� TAa-sma aiui-s+ rArceiNaE ft� o awufuaE nus s a NAts$kRt PANE:. d ro EE m cz/xRErE fa m aolxialE tz� m coNCAEtE m a1McgErE �rrr� ntal 1�t�nr'i tn.) $" NIA FIfA Nj� A' WA r #FA C Wi , ttar) $` .. 3' WA f�'A 6' 8• 1 t$$nO1!). $` N/A N/A WA $` NJA B' NJA ff NIA 2 itOa) $' N/A N/A NJA e" NjA $' WA $' NJA.. y ieBT1mQ +83:3.. -32a 8'..: NjA :NJA NjA M WA N/A.' � k a (TOP} 7"-8' aw EG45 OR iF.Ss $' s WA N/A $' a' Y B' p` $" 3 ($ottrA!) B' N/A N/A #jA $' N/A B' NjA 6' N/A 7 OOP) e• 5' N/A "AA $' 8' 8" 8' jr 4 A 7 tBO,'r1ax7 WA NfA ,4 if2' t iJ4" 12 ,/4" 8 ifi• $ 1/+` $ s/i' 8 ,J{' a ,j4` S � SFX 91EEt$ iO # tt POk NRii0N8lYPE # SA,OaNa fOR $t&TKE'A'nt?*•ffi A1R1 XOCO FNNE a$tINUM ATBYFIR �A1�6S ANO NAtikf W EOtK getN#&; Al. tlelK°A.YEO aN t1g8 iiE. EA. LESS 4W, S0G1EC rA'1 S9F09UlE kEai08 ANCAak e•tfW^ S BY AAAXPLXRO SPACEfe 51QtN tl!i gCNpYUAE M YNE iGJ.d{BiG fAtJ8M5. NR IHS OPEMTIftI ro � PO99Al£ D 9PACN10 OXrAME3 UBRM FACmR SINLL NDT IIE !E`�b TFYN Y4,kRk, SPri� RmxAT@ fCR FApS ANti�t /YPE At ANCAOAS 1.1#M8. �� lYllt ,/at ,I{S 1/4`s f/44 ij1Y t({4 wl:oN rr T cauf.IN $o,a•eEr w..NNnkiw$ a s s s 3if4 a •rwuxktaxa 13nxW 0,3 aa••ia F«a.l! i4k $AT s a sin. s to = $itx -7- S i - ,Aa Iep ,Jlf t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. 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Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. 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PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. 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Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 t/a^ LO x sf1Y td$IO $BASS >aSWN w/ 1/4`P-2pQ' 98 WS O 8 tja• aC PI#! PANF1. LLNGtiK UP m 5 C AND 8 t/F' as FOR LBXiR6 UP m a'-$' t+ai. OR /t4 tO IYNflAMTE iFJA4A @aR P.VIEI,MA7E Pq,iU a tz ,/4• a e. wmI t ij/2a Nxi TNXfJOEO NEI#TkAT1pN AT OSSfxY1W� fqR 1 F II i a 'f e.. _: _ V c 1. INSTALLATIONS ARE ONLY YRLID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -724 PSF AND PAI�E.'S LENGTH tlTf TO B'-6", 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC QEN5tiY OF 4.55 4R EQUkt. 0s TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 7NsruLRnoN. 1112F _ Isl'..._ r .L•I i.. a . Ill I .a. � l t a,• t atSTUDS 4 SPACM - NAM S TIQ PANEL -26, - LESS SRO" AT END $ 1 AT END PAN@ f o. _ _•• _ $� sTTlDs a �,a 1/2' � FIOtD P ^ 7• I 1 T iJ4" 1 , SEE SEE -I. -. SfFER1CM PANEL. ENO PNd@ t/p � t I � i 1 ' Ih'T♦aTWR PANEL ...END PA1ffl OR � SC:MDULE {I Si11EW1£ It k.-_ I S•� 3Of$�ILE SASE 17KRIM �-S•V R ��""` pP B � fOR /2 FIR Y j �s`I sPAlallo I DETAIL 1 :WALK I�DUNi1NG jj�-,(APPLIARLE TO SCHEDULE i) DETAIL 2 �`L�R �1 UNTING IN�TAL!_!TIfll+1 ,fAPP},IGABLE Tt? SCHEDULE 2) MuE•s/1e" _ 7- srAJF sj1:$' - t• •••Aj`M1�^'�"'�:.DA .D�sltd`LN P. RES±LR�;. R�,�.II<iG 1p a f- AN CQRRE�DNDINC� 1�1�41.�N PANEL LENGTH. "I " .1�.G�IF.Rim INST t � e710NS INTO +�C)NGRETE ODS A CONCRETE SII�,tea e:.2++��1� � < �^. �4�: PANEL OCK STRI.!(�S szsa;:ll.�� ,3}. CLLFJWLE $.I : �1 Wj wa.1 uoi.'M crlous p Raa'mY,N'/�4,r. t Its`..CDNORM cr•u�nE f g,,,_.,6,..ilJ F,�ti'ns..N�N..Cwatr55.0 OwL M AT AriitnY W/ ED - 3 t/T' NIIIINryNh � No, 4d�67 FLORIDA HUILDiNG CODE High Valocify Hu One Zone �effi0 ttIECa xIG F.P. 30 GAGE GALVANIZED STEEL STORM !z 0 •*. �LOAiD* , � tslxni Erc: IL E C O liMA1. GLOBAL PROTECTION PRODUCTS, U.C. w,E; smo s,r. s, s+� r Nx..Naxr.skiwclwiw+m.,na PialrE:yem-r.N%�faaw-c'EY 20-176 ri.-.. ttW sn-ilax.er ;.pm}.m : .xa,ia i-1 sax. -arks re IMAekis Nt PIE � fih-COP67ie SkN.Ti9i A Jt,..'P�,E i ,hie, a - `, YYEt TO IX W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 W1B 6,B- t+Y�CA1F W 7W-�W tYllt-#1 MVSY.1kItE iFAYgE M PANO.YAaE PlW ONB� #r WJ®IUY PA�f. PwE38uRE m m m m iE m cq+cflESE a CormAEt[ m cGIBPIA91at [INOtlt 7' tR) M f: 8l.00li 840CJt CONCAEtE BLAGf - aACK - OF 7l19/ ' 6' N/A NIA N/A fi' N/A B" N/A e' 55.0, -724. 0• 7' O" 9' 9' 9' 0^ 9' 0` 9" 1 (BOTTOM) S'-4' OR e' N/A N/A NJA 6" N/A B• N/A $" N/A 1 A 2(T4P) 9' S' 0' 4• 0" 7 iJ2' 9' 9' 9` 0` f (807TQ11} 8' N/A N/A N/A B' _ NfA fi' N/A fi" NjA , dl 2 (TOP)- - 9' NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 NW3AIUM Am.O. i (sRN a sja' ,An nitlM TOP W Agnq Ol4E E (S2W 0 S Asa Isar mA Of NI514 AT'PU : TO bESP#1 _ SE0710N3 a 9A70MUM PANEL �� OF TNETNT iEN&T11 1" IaTBq +49.2 bt5 4 _ija' 4 t/Y a (BOiTOMj Y-$' CYt LESS +528 -$5.0 4' 4•. Z (64TT4M) Y-8' OR LESS +5fio -7ao z a' � tja• a ta4TTorA} 7•-B' OR Lass +55.0 -720 Z 1/Z" I a ija• NJA N/A a (BOTTOM) 7'-6' N/A A $ 3' 3' BOTTOM N/ 2 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 YNeIIAi A.fia slslAx Trek plif]. t+T+tln, ave1B t OtJ '•a �` a��magq, tA>J.) ISEE ) GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 GEE SLEET 1$ fQR AkGWPb TYPE 3-SPiLWl6 P37 B1StAtiAT101i0 BnU IYaDO FRAIAE fWl ANCYWR IYm ARIp3A/ EOOE LYSIABKE ARE NIClaSiEtl AN tigS SCI[OmE.fai CO. LEAS 7tNli 4QY,A'� ON SRfflXAE REDUCi ANC SPMtXNd Br NVLTMUWG SpAORM SFp'BN ON SCIiffitLiLE AY' 1ME F'OIUOWR;C FAS7[a5. TT4r '113W OPEDA,lO9d m BE POSSEE. REOItC4D SPNaNO aBTA$iED USMB TkCTaR Rt1ALL NOT � iESS tNN4 d SPAONB N109A• tFR FOR FACK AYLIXIR 'M°E A' mlClf� tom: ��� t/4'x i t/4S 1f4't 1/{"x tlkgl CF'S1P-CR'P. 84it�N uh NiAtOR sPAE$IS:(8N # 3: 3 S 4 A/7 tFaaliixltNKa 'o•.� 3 bS S S enMzl INN $x.N S 3 S ,n a'/2 i A'41E t03 � $4PMlN FJpS01t - ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 ., w. a ,. a A.. • A'. ' - \ - x 4 ��}11. A .•,a Y,,. - .. l .. ... •. :4 i \ ..L N/A aLAXt$At AID BPAC$10 f9lCA0. w 3 tJa' •• Asa N 'Eirsmt cf TAa-crtr cuec-ae au+nuue tE�u� to rme,4u,6 awls pffislum MCRUE cammm W3t ser secr�ioeu t s uAinNuu nA,ta. m43vs m ro ro m ro m ANT C048W/,Tiga LCNoiN 1` tm) tt�r) m CW$XEtE m IxN1eRErt to callcaEtE to m i m CONOREIE Bum m CYMtCREIE elmN�7E � time $" N/A N/A N/A S' N/A fix" N/A 8" N/A N/A N/A 3 (TOP) 6".. 4' - N/A N/A 8' 6' $' B'.. 8'.. ..NJA N/A t (BOTTOM) 6' N/A N/A N/A fi' MIA N/A 6' N/A N/A N/A 2 (TOP) $' NIA N/A N/A B' N/A 5' N/A 5' N/h N/A N/A 2 tBOTTDMO 33.5. -72-0 a` NIA N/A N/A b" N/A C N/A N/A MIA N/A 3 & 4 (TOP) TO e'-8r � =S 6' {" N/A N/A B" $` 8' fi" B' fi' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A S` N/A fi" ttjA $" N/A N/A N/A T (TOP) $». +• N/A N/A 8" B•. 8" N/A N/A F & 7 (BOTTOM). N/A N/A 12 1/Y 8 1j4' 12 1/2• fit/{' $ij4" fi ,/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) B0.0, -33:3 N/A N/A 12 1/2' 6 t/F" is 1/2' fr ,/{" B 7f4' $ 4f#' B 1j4' 6 5/4" N/A N/A B (i'4P/BO7TON) 8'-8' TO it'-2' 58:0; -720 N/A N/A $ i/k` N/A $ 1/4" ..NJA 6 1/4 d , f4°' $1j4" 8 Ile N/A N/A $ (TOP/BOT1'OAt) ^-$• ,KD: 11'-2'. N/A N/A N/A N/A NfA N/A NIA N/A 8 i/F` b ,/F' $ 1/4" b 1/4" 8, 9, 14 (TOP) 43.A, -46.0 a` 4" N/A N/A N/A N/A NIA NfA $' fi 8 1/4' ? 1/4' 8 (BOTTOM) OR LEST: 12'-{' OR Ltd 8 4" N/A N/A N/A NIA N/A N/A. $' 6 114' $ 1/4" 9 (OCTTTQM) NIA NIA H/A N/A N/A N/A MIA 6 t/a' 8 t/4" t4 (80TT011) nwx sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 sr� s„eEts to n um 1z tea Awa,o9s a seuura car MsruLAwGrxs N;ea Woao rra. L$N$WN ANOigA SPAdNOS ANa xN1A11UM EtMS. aM.Vw:E Aim 41O,GATEa 4N THIS BGFRtaULE_ FOR ER. te69 114U1 BIaTA1EO ON $dt�LE RFDUCC ANOt,itR SPACMO $Y L4ATSN.YINO 5PAOBK. ,9ftOYA! rNY SCFIF4UlE Be its F4Lt..QYalO FAOfiNa, FOk TmS OPDlAilON m BE PALE. REDUCED BPAO$10 OeUAAO USP1G FACTOR SN1L,. Nut MUM I 04 WNM K Las'am YpW1UM SPACNO tNdG1Tm FOR FAG, rJICHOR TYPE AT Al1Lf10gS L£EdA. A1�7YlL ,f4i I/a• 1J4't ,(4: tj{Y i/41 TMC01, OF TN' -CRP OV11-#1 80t10-Er AlkIWR iWiNMC ) a S S 2 ift.. 3 •.��� caow MY a s a s s s ,fz tUatry oe,i.alYah,ka) S 3 3 1/t 3 to A ] in AL9IN. FJl� FA,4T0R r ,m tatl - tm as - y i Off OF *L1 0 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 INSTALLATION DETAILS FOR REGUj}� eANE�,.�(� do C4� ).N-jQ .EXISTING WlO_ STRUCTURES 1h70 PNrEtAU,TE PLUS /tht0 PAtN1A31Tf PU1S ihtD PAtRTAYiTE PWS $i/ { O.C. W/ 1 7/$• I I �` � $ 1 { QF w/ i 7/8' � 8 1/4' D.C. W/ i Jf$` 1 TtREAi)ED PENErRAnoN ,c a TTi�ALiEo t� ro twxt4 tiIREADED PENIETR�YfiGi To E%�DH4 WOOTI tIEADEA �..3 z; €XrS'nNG w000 NEAOD! 17EOa11 E185RNO WOOE! HEADER. / 3 / YNE4i SnN ! j ' a ! a+!!t SIW i lIp � - flflw SNB e e,/a' ac. 4 2• i i $ YfF" as WOOD HGtOER J � �Y' Y WOODMEAGER REIXtIREO �SEE TASP9ULE ON j i { SEE tTrAttllAE BN � i � SEE �Ei>UtE ON i�cere r $ I s r Inn xwsEaiw,Bw I � srop TwN m j`j to a� maxis -'-ti• the. PA33EtLENGTH -- Mxx. PAN0.'LENCIH ,n'+-xmn• I (sEE NOTE t) (sEE NOTE t) ,f,-.-ypx,• S,g, -i% (SEE NtitE t) Y8 Xf :fsa i. { Y.S. x/ lfB`f j jN/S,y�!WJ 7/YI! 1 Y 01EAYAP � p �6447w6YLWA°. .._..•.-_.i f £141n' OLEp(AP 1.- -.,. I c G4F 1" i OF Y" 1lAX i W1X j MAX WNt� � �,�' o 14 tJp" tss. I I *nrl s j t 4"a A.AC SCR£Nfi 2 xa' WOOQ j y yxa• ylpap s I I � 1= ;. i Q B" O.C. W/1 tj2• -�E gk � tM70 PANFLiMTE PLUG -� a"xF" W000 e j NB1. THRFIDEO REW�O F' O,Cwj, p•. REQUIRED � Dt ( ( �I NWWRYM r#� APtATE WIDTH OF PUiE t 1 LAG SCflFSYS e 0.0. SG�A W/ - Ai A76AwO1H OF PEATE SaA1E3/$-t - SaiJ.E 3/8-1• SCALE 3/6•'t• 1 I. 4NSTALLAT,ONS FOR ALTERNATIVES 8W, SW & IOW ONLY VALID MR ,y1N111 P�Eis LEN�GTNaUFp;0�,2N'-41M.0A05 uP ra +Fs.6. -1E.o P.$.r. AND '%\���p;.A. 7llr,���,y�� 2 FOR NEW WOOD FRAME O4N57RUCTION, WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC OEt451TY � 0.33 OR EOiViL. __�%- � f •�' s FLORIDA BUILDING CODE (High votacify Hu!'rfaane. Zone NQT��.-:acrlONs- � •, >>r n e�iim nlacco, $,;. 20 GAGE GALVANIZED STEEL STORM .PANEL IxxAx lm TOP k BOTTOM MfNJNTIN05 CAN BE COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTKN+i PRi)DIICTS,..LiC. iNSTALUTION. �D'•- � Rit1�;'. �ii<x C O lMC. seoo S.x. s, Si1REF oaffi. n. w,+ fhc (G34)5s-87$7 2ayGgN1'C71 z AAA/NU IINIY ;EIE aA-0008'/79 +,olw mea xm ax.s rsiy+ xux wAOE1tA Jria,E 1 #i�t14 ate. WOOD O sm WOOD ragum E cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 cu cn INSTALLATION DETAILS FOR OPTION ���Rj�IFE,�S,�;,F�_STORM , PANEL SYSTEM tja^A tAO mlExs o $` ae, wf � EXiSTI1�G WOQ�i��;I,� TUBES I Im1 Yln. iglu I I � m BLI.EATIVE 1 .AL�7CE:$.IrIATI.Y ..Z FIR; i/8' NNw.. tHl,xt' aAADfWiE w sse�ww atr. '/t'. I mgae tz t/a ac. I i TO aAss E4 f 't e 3qq WOOD PLATE PIAE RLSX,wEa j 8 � ALT,F�FpT(YE 3 ALTERNATIVE 4 a K ac, w/ , t/x PDWiRNiDei Sxt t/4TA.n8,f$` Uk10 BRASS iWRFaW W/ iJaro-zme'sA. LLS. a t'tLO: aR. ,Jpwgp aruyre,pt$g m at �I„TEFtNATIVE WQ�iD FRAME CON 1�I0N5 kgN;�HOR LOCATI{?N5 T$�W.4.�MTRA4S10 fi ■. , Ind 3tyit• 3/!' w t' Fl41D NOiE : SMMSEA ,xA,l,s NOI "iiPM4r i4R GAa1T WALL elaeft I4I.�iUi�N N VE 1 W ELATION �p�`p,ITli� swOS 7Vs � t* = Ste;' v � 7 FLORIDA BUILDING CODE (High Vellaeft MuMaone Zone xmxo nT�O. NC. Fit. ;;fib: 20 GAGE GALVANIZED STEEL STORM PANEL tYeone t. IN37A1dAT8ONS AA'E ONLY VN,m t'OR SWLiWAtS wmI AS,O. aES6N LOWS Up m `�T tad 'Alr. zkislw f1rf41Jto70 +s3a, w72.a sw+ grRt aAlIEL'$"' GLOBAL PROTECTKN PRODU o,(•y I L E C O INe_ CTS, LL,C. 2 FOR NEV YlOOD FlNIE CONSIRUCROm $aOB YFJIBFRS ro !!F 501JIlEATt '�O' (``�+�.'�• •••• �, /. a$03 $.iF. 31 SnBEr PINE Na 2, X/ S ECB7C i){M�fY 7)F O.kf IXt - Q f CCl1PANY MNL fl. St114 _ kfprtlH NNNN xar, tw�e, sa ax raYelii x+xtA n SnM iRftltE: {ks+)kes-mat4 FAX USE7W3-BZPr 20-176 wn., m-,me.rY., man +n-,�, �. im..ww apes x* cn P.E. .°$AL/Wa1ATURFja1TE � wN.7trt�A, TN2,i1�.,' Pk. n ca iisa r _ BHEEr iS er 75 LL 2 CU M N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 N � Q Q O O O � � Q Q Q > O � a^i E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 E Z Is- as � m X o c��a Q � N`t � V ! V U � N ail � Q o > 1S 4-- SH 1.1 SH 1.1 _ _. .. .. ... uf.. .. u-I I 11 e..., .. 1, 4 ! !I A w _ d::�yI�IL lt: �et�lMliw:,�.:��ii.:ulgi lliaY! dlllllktr �� s= ! IN+Ia L ,1 �,: � 1 € :. li aV _II�GI - i i 0-m-C4 F D.M..®a@ " . a r MAX SAfiT, MAyN1T, SA;hA. , . 21 7? 49/17, 3pjlA 3' MAX.. I. MIN. 9AWf19. TAW/19 t DAB/0 eBWf1a, T6W/19 ! N!e"Fr/� f" MIL: - c ND o a o T7_ T 1 I f {f { I I Yr�._.__ Aifn w MS, 4"A-e7 New, L.t_ s_J PANEL NEE SC _.._ F 4 --t- i -+-•- ,iµ�At"TT trE • ..Y.._ I �•y IMt(. SAR7, 4%.7 SAJtil, "_YINC NUT 771$T kl►9e naax �•MIN. NAWJM$ TAWtt9 a elw/20 I a,trurwe tax cer=,trwe rw euxcrc t'f oIFwIP•> : 39/17. 49f1T. UI6/m 3 e.UfTA TMf19 t T!6W/20 T' INN.I _... ' � ' d N. � � i ;.. � did. ' g.!< . #.) +:.. d ►. SECTION A=A SOLE 3/16•-t' MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARAMON PANEL RATING (P.e.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72,0 B'-8. 2 3/4' UNBOLTED 2:ouD^ L- 4. ENm EDLUw f4`T 004 FNCHO16 _ !Q' AFtON ANCHORS t/4' TAPCON ANCHORS (-a'.9 Via' 7APfXmi AFlRK1R5 a8'O.0Oro POURED117 I/I/41/01/Mmc { { un satnJtel I'- I i. tAANWtq nw aarfiW Rx » it o i N r r I -- t I i I I i i J GLASS WWI a" EGG�. ' Q j(j� , t 1K• r ' { ;t'D.i i j H I st/2• l�4Y-3A+314^SS. !/4V-2A3�4.5.5. U.S. W/ "Y/d'h3t32' WIFE;NUT WASHER �i/9•wx3J32 WR1G Bur WASHER a 12 1lr G.C. ' (BEYOt UAIDi 47jS"e x 3/32" WING NUT BY x 3/32" WING tatL WASNM:R a 12 i jr O'.G, I { C3nL NUT WOSHER(EtETCND) ! I i/4' TAROON ANCHORS !. 4` 7APCON 1 3' TAPCaN ANCHORS 1 #" TAPCON AIGt10R5 ""'..'' O.C. 1f2" O.C. W/ STUD) a 4 1/2' 0.0- I t;TiVGGERiD t5fA0C>,4 WJ SRq) ' 1._.,., j+DURED OONCB tE 11.0 Comm L.,._.EO� CDNCREtE = POURED CONCRETE ROR C�ONWDRMEQUIRED >NOCK ROR CONCRETE EQUIRED BLOCK A 6lDCK CONCRETE BLOCK i►IL MOUNTINP I ALLATiON WALL MOMONG NSTAILASION 3 1t! uouaTl G to MON �J.1�T�d sLIAT1ON EL� O LIFE PANEL SCALE 3J8`-1" SCALE 318`-t" SCALE 3/r-l" :SCALE t/4'R SEE HILT igI a 'xY TaR AN M W WI'me& AWA+CR LIFE VPOOUI VACHIS ILO JNSLtttATfWtS aaG WOOD WOO 81X60►NO. ,m< AllateT RPAWa as} O•.•'� 1aNAA1 A SPAGAS AND tWMnli+ •- ,•• COX DGIXNCE ARE INIAC IM ON TINS _ «mUNPen� �'..t* €Rj a �Z�R� �.l�tLC 9GIiiIIE FOR F.G, li5's` TTWN IHOIAIER ON W.ou+A1rJ grn„t, eM4R Wy}- 3 V FLORIDA BUILDING CODE Nt h Wi `Hurricane Iona CMG 4010" 6E AWtta c€Y GlEai PIMw7€3 RIDRaIt No. 41 +. mMw ttltw, sx: 9Y THE >ssuawWa PAaR; tp L T GIs r Its` ad = lE R 2ff GAGE GALVANIZED STEEL STORM PANELBRAIN ft. x,/r :• A 0 ��;�••�/�•••r• L PROTECTION PRODUCTS, LLC. 10 MOO FDA Olaf "FOR "K ON Tm s aEa a O' .�,� tm Q' ' i (t1b• -Z,,� i I fit. i C C V €Ne. 4000 1% 61 s1801 - c�,$p) M4AWMaTENrANa, ) atom , n atw PPNAar,a. R . 20-176CM)Oe-754a A01PA51d-mN4INs0*"011- 9. GRONO NWM. SNWAUTIN »P:_ a _ ,� 1NRTTi OF M SEE 'MEET t9: a 20 /OR AHCNfhl9 TYPE • AlMitDR MfE. - ,/r'. ..yVgRl� _ tj4^. SrseTNe FTNt 9IETAtUtroes W1L1 Wood '1n MatalL>awaa Dy o a LaAEn .Aaik � SPtoxmd,aro LRMMuu EpcE fisrNNGE AE iNOKATEO ON TlkS t �amNtW a�.r a,.) 3 3 SLMHaII[ FOR E.A. LESS T1MN-aP1KAtE1+ Mr y'EWG NAWNSIkE W,o,uN :oohww tmSR OA) S ) 7R... AIdt€€. EII REi9E MDIOR 6Y 7fE H'OLt.OWIea FAL71XI4. ILIA TMffi swNXta OwrA�[O tnoi9 FACTOR 3i{tl NOT 6E tl;Si tTe#i MIIIIW 9PACIw RpGiED FOR EACH ANdAA 114E Om INN-SOFebl0.E 3• i.� ,AO Oi _ INTO EXISTING E OR CONCRETE BLOCK STRUCTURES ILA` TMCON ANCHORS 1/4^ Twcom ANCHoss a a ac.OR CON POURED CONCRETE REQUIP" 1/4' EOQ,REQ N - , I _ M_ fibs j E i I I aevAanR w { j r SPwim+ w 1 Oev l's)It yyS••I ' ASS i i 1 I e. I r � i / 14-10Y PANELMAIE PLUS W/ t !f4-,p"4 PAFELmx'E PLUS W/ WAN NUT WASHER I "7/8'4 x /323" WING mn NGBFWN e 6 tJ4' O.G i (@EYLWQ) CONCRETE CRETE OCONCRETE 9LAO5 PCQFK D Ilium= WALL MOUNTING IIFL91ON WALL MOTTNTmiN$1�LLl5T1� O REGULAR PANEL O LIFE SAFE N gP t & SCALE 3td"-(" a Aal�f�l scAi:E ale'-t" T.......... No. 44167 FLORIDA BUILDING CODE (High VelocityNurHcans Zone RATE rA> asawTA1WG INN 20 SAGE CALVA€NTLED STEEL STORM PANEL f er -_ - '/.�,p'•. ORt - .x.R,r.RrWar. a7yl/Ia2d Nc ' 16 1! C 0 lNa. GLOBAL PROTECTION PRODUM LLC. MOG , tS OVAL 4dw SIL st Sow riN a1NNxN - a - a. 4 #eR vAaa 4Nar, n ss+iN rrwetE (peT) Tsn,CF,IFCi CAW. a. Wt,:� hd4He9-a7o7 20-176 mm b (,MW4n.t�,. I- v PPN M.ix er ► tot,rew etx a9r.:w R9, NkNIWMI Blau' P.E. vlai7ERCAATflf,. P.E + SAiI A. ♦ _ _ IWIW 1R Or Uw >4•-•A C) O N Q- O O . � U 0 ��( -v 0 0 o ai `a o o > .� O F- -0 -0 .� co co 0 Q Z w J INSTALLATION DUALS E:Qe OEIIQ 1#2 EOR UFE SAELU STORM PANEL =EMTt7 EXISTING WOb@ STRUCTURESID n-.Z HAIM STORM PANEL cySrru IRM EXI G WQ9Q SZRUCTURES 1, E-Z 1MNC STORM PANEL SHOWN ON THIS PRODUCE EUALUATION DOCUMENT (P.E.D.) FITS SEEN VERIFIED FOR COMPLIANCE IN ELI) MINIMUM EMBEDMENT OF TAPCDN ANCHORS AND PAN) LMATE FEMALE M 3 PAMIMATE PLUS INTO CONCRETE : ! i _ I ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORM BUILDING CODE: BLOCK SHALL BE 1 1/4". DESIGN WIND LOADS SHALL DEJERMIWJED AS PER SECTION 1620 OF THE ABOVE iENi10NFa7 CODE, fL2) M9NaIt9A EMBEDMENT 1/4Y X 7/6" CALK -IN ANCHORS SIWL ( IS 7/8' SN70 CONCRETE, FOR A WIND SPEED AS REQUIRED' Bt' THE JULiBDCi1dN WHERE THESE SFiln'TER5 Wp.L ItNSd'ALLEO ANRT NO. EMBEDMENT INTO ANY FINISH MATERIAt, SMALL BE PERMITTER. WONT HFAQER ""� ttE11OER ,. • NT7D0.HEAOER - U HEADER E:. FOR A DIRECTRTNAUTY FACTOR Ka.0.65. USING ASCE 7-16 AND SHALL NOT E%GEED THE AikiN0S1AUM (A,S.D.) 1/4' 0-20 SS SOEWA X BOLTS USED SNAIL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) Tb �OtUIREFT x;C•RED t 4"e TAPCON b C O.C. t14'f TAPC'ON a d" 0.0. OESX#N PRESSURE RA#INGS IND[Cg1ED i SHE€T5 25. k ?B. ENGAGE 3/4' IWO ANCHORS, 114Y TAPCON O 6' O.C.- 1 4Y TAf'cUN a d' D:O. t 4's TM4'bmT d' CE aW IN ORDER TO VERIFY THE ABOVE :CONDITION. ULTIMATE DOUR# WIND LOADS DETERMINED PER:ASCE 7-16 _W , }, 1 V# TAPWN a r oxC /1 1/2TKRF AT WOOD • ft 1 2 T&L it 0 t 1 !!t 1/2' MM. TTWFADED j , tf2" M,N. ttp , . (t tJ2• itltL ,41fEAOEO % \ :, Jt 1!2' MW: Tl91F/D PdiETRA t j >NaTiOiT RT WOOD SI.L4T1 OE flRSE REIXED TO AS;O. 17E51(R•1 WWR3 LOADS BY MUL7TPLV9i(i THEM BY 0.8 iN ORDER 7O 8.3} IN CASE iltA7 PRECAST STONE, PRECAST CONCRETE PANELS BE FOUND ON THE EXISTR,G WNl• PD#T /T6- A7 WOOD \ ON AT WOOD ` TiON M W000 1 PEHflPMWN AT WOOD HEADER `. 't J � f HEADER TO COMPARE THESE W/ MAX. ".0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 * 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE. MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE U : • I. r f 2 . 84 �OURLDE TO VERIFY THATCOMPONENTS MD WAS ANCHORS ON THIS MD. AS TESTED WERE NOT OVER STRESSED, A 3= INCREASE NM,AAER IIDtA7E7R �. HEADER r .. - .,` f 1-a- .:.ABLE STRESS FORLOAD N,QL USED I tWLY$N6. FASTENERS SPACING 74 WOOD HAS BEEN SfALU, BE AS MENTIONED IN BIT) AND IN 8.2). _ I Sf�4- _ tit' ` i/i` + if2' t/4' -.. I/2� ' tj4' S / 1J4" t t / DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHAD, BE INSTAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS t r Yax. 1 . / • MANUFACTURDIL T _* _ 4 ... ' 12 ; ' r f t i r2 WOW HEADER + i } WOOD HEADER STORM PANEL'S AIEQUK.'Y FTRt IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED ON ACCORDANCE WITH SECTION 1826 OF ?. + r REQUIRED , THE ABOVE MENTIONED CODE AS PER FQNESTRATWN TESTING LABORATORY. 3NC. REPORT 2032, AS PROTOCOLS TAS-2Qi, MIN. I I I !An ;%ya ! RECUEIED •` , 1 i I J j I a I II. TT SHALL BE THE RESPOIS!BIUN OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER • , € ; I I i . t I ! TAS-202 AND IM-203. �7 .ATTACEE�10 INURE T'ROF'ER ANGiORAGE. TN15 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK �.s 1 HF. ' e CANT: w .. ,: i i I t. •,. ,..: 4t. i ii .:; , , ...-'. � , i -, ; { € , �..• �-i t i 2:. THIS SY57E74 HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 711E OPFRNNI7 FROM THE FRAM LLNPG INSIDE W O THE LSE OF A LADDER DR LIFT. TN'S APPLICATION Ms VAI,10 WHEN 1N5'TAllA77QF7 IS INTENDED 7O BE PERFORMED I 12. THE INSTALLATION CONTRACTOR 15 10.5(iAL CAULK ALL SHUTTER COMPONENT EDGES WHICH REJ4AIN IN CbN'DNUOUS. P7tOfA THE INSIDE 4F STRUC711Ri. CONTACT WTDi 714E 8U7LOdaG TO PREVENC WiNbi�N INTRUSION. CAULK AND SEAL SiiUt7ER TRACKS ALL MOUND FULL ' LENGM i T ro MABB ? Iw GLASSi to OU65 U I 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S94ME AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE 'I.• 'UMx. 'GLUM" .' ( .'' ' y I 1' Mm" 61l.4S ""'(S€E SaEaUIE_ i ' i ; -(9gE SCt9LML I i PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING I (5TE HgTE 5 !E'A6!F ' I ! RE ow tN I j I REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. I PANEL LI eQ px tRacT t11 ,-L•'LE,� i PN,OT LENGTH } mt a+tEt td) I I PANEL M� LENGTHa I _ Dan. I ,. 4. SERIES 2600 INSTALLATION 15 APPLICABLE TO SINGLE AND IN3UBLE'HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN {SEE NOTE 1 BcZOTO i PANEL I.ENOTFI , asliNG y o omom i ; ( - :. _ tSEE PK1IE i ItEiGw) to To 4000su.ntAx 1 { .__..- '. U _._. .(SEE NOTE RFLOW} I i PANEL LENGTH y P;Wq M INSTILLATION IS REQUIRED TO ' PERFORMED FROM THE INSIDE OF STRUCTURE- 14. ATRIUM WINDOWS AND'DOM, INC. E - 2 HANG STORM PANEL VSTM- IS PATINE pENOW. ON SAW 10) i , tf#'i-2O�c ' _ ; I a1 9WET ,p ; I I!4'r k r , ON X 1d) I (SEE tam I BELOW) I/4Y-2D17'. ' (SEE NOTE t BELOW) 2� t 5. ALL ALUMRNNUM EXTRUSIONS TO BE 6083-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) IS. (a) THIS PRODUCT EVALUATm DOCUMENT tP.E.D.) PR�ART'A ETY THIS ENGINEER IS. QEHiETIC ! DOES NOT PROVIDE S.S. U.S. W- 1 i-t 7 t j U ; INFORMATION FOR A SITE SPEOFlO PRgJECT; I.e. WHERE THE SITE CONDITIONS OCAATE FROM THE P.E.D. ' I U I ° t s yl8 oUDx{ Il';2• .` i I S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. �•V 8` ._.�._.-. ., A, __. S" �^...,-. ..-......•-_�:. -- $. (b) CONTRACTOR TO 6E NESPONStBLE FOR THE SEIECRON, PURCHASE AND INSTALLATION INCLUDING 1SAFETY Of M I T. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ARI'M A-653 GRADE 50 MK, GALVANIZED STEEL TI.119 PRODUCT BASED ON THIS P.E,O- PROVIDED NE/SHiE. DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON �t N ,t i --� t 1 ' DFSYGNATWIHI W/Fy- 58.5 kei (AFTER ROUM). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. ® , _ L X - I + TRIXI * AT t ! I I. '.. 8. ALL SCREWS TO TE STARLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER TNN (c) THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED INVNJD IF MODIFIED. �MOMFUTII OF PLATE - I I 1;` i 50018 W/ 5D ki: YIELD STRENGTH AND 90 ks: TENSILE STRENGTH Nk SHALL COMPLY Wf FLORIDABUILDING CODE SECTION 24i 1.3.3.4. - >,- a (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOP" REGISTERED ENGINEER OR ARCHITECT WHICH WILL D. BOLTS TO BE AS7A1 M307 GALVANIZED STEEL, OR AISI 3R14 SERIES STAINLESS STEEL. WITH 36 kW MINIMUM YIELD STfRENG7H: BECOME TIE ENGINEER OF RECORD (E.DR.) FOR THE PROJECT AND WHO WILL IR= RESPONSIBLE FOR THE PROPER 0 ti- i i ( A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, W44LL Q USE LE TIE. ENGI ENGINEER OF RECORD, AFOR AS A . _ •, ,: � _.. ,i I ! i i ( 10: ANCHORS TO WALL SHALL � AS FOLLOWS: SUBMIT ' TO THIS iAI'LER THE SITE SPECiflC bRAW940S FOR 1REVtEW? (A) M EXISTING POURED $ \V ! ! § THIS PEA. SMALL BEAR THE CAME AND ORIGINAL SEAL AND SIGNATURE! OF THE PROFESSIONAL ENGINEER OF ca � '77' ESA ' .... ' E t �. F - 1 J4"► TAPL`AN ANCHORS A5 MANUFACNREO BY I T.W. BUILDER. INC. (MIL Yc-3192 P•eL6) RECORD THAT PREPARED R.- ' ..,..,_.,,.. ----Cow. J T/4`0-2[M15.4'S.S. M.S: W! .' `' i +.,, - 1f4" 0 X 7/6• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. V-3000 Pa•IJ .,.>. '€ HINT. CORP.. ETt �,1f4"f-7(N.7f4`6.8. M.S. W/ _„. 1 t . r I .. t -T p TE F t6. STORM PANEL MAMUFAC21iRER5 LFBEL. Sly/#J. IIE.LOCATED f911.A READILY VISIBLE LLNCAilON AT STORM. P/AIEL IN Y 1;.7ld"ex3 WaNG NWT .✓ +... ! . _ 7/eYxl/32 _WPV6 NCR' , ! I E 4 O ANL'LMATE FEMALE; ID * PANELMA PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PROOUC€5. - 4 I 8'R x 3f32` Md)LO IXfT j ; ?f6". r 3132 WRAC 3 ) WAStffR a 12 7/2" O.G: WASHER (6IYM) to 7o COMELY YI{TH SECTION t709.A.2 O' THE FLORIDA ElUilf#NG CODE, BE PLACED Et1ERY OPENING. _ < II j t WASHER a ,? ,/?' O:a • ) NUT wA9 R (NIEYofm) �" ' I D'e-33S0 P•aJ.) S 70 .92 FLORIDA HE FLO CODE: BUILONEDING LABEL SHALL FOR ) +-• 7 r Li WttH N 770a. { 1 1 I ! • :-, -�, 4! TAP t a a, O.C. ! ;,.� 1 's TMCON O d' MC. t I � ' I E � -�i'et a 4 ( � � wl^, �Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHIALL ('E 1 3/4- AND 2• FOR PANELMATEBEL`TC 9MN. TMIREADEO L°'t I ./ /2" ' I :: - L ,YWASNER O 6atllreMG,NUT s 'e x 3/3?• WING Nur w/ sRN) A w/ BHREA ` PE TRAtgN At #BGXp1H :. - 2•x4' WOOG . F ` • r14' WOOD lE f FEMALE ro * PANEI.MATE PLUS. t j� I WASHER O (8EY9110) v..,. ,. ,. Wit MIN. iR9as\OED DF PULE - REQViREa ., i ,,. REar�n € !^" j.,.._t.1i'- - '' F T AafiGN M MOdtT©TH P rTWFI AT TH1 + WOOD PLATE , 111 " ' E L (%1 OF PSAYE NSF PLATE #' WOOD ` 5Mt0 PANELMATE' . t = /14-TO PANiEtMATE P .._� ` '' t A2) MINIMUM EMBEDMENT OP I/4•R X 7f6" CALK -IN ANCHORS SNAI.t. BE K 7/B" INTO CONCRETE. HO EMBEDMENT INTO I 2'k4' WOOD PLATE • 1WIIIXI fRAIE # 6 1/4' OZ. WJi 6 t e 6 f j4' O.C. Wj7 7/8• ANY FINISH MATE'RINI, SHALL BE PERMITTED. REoupw �L 1/C€UNTiNG IMIAI MINL THREADED PEtIETRATIDN - l PENETRA t/4" 9-2p SS SIDEWALK BOUTS USED SMALL BE LONG ENOUGN(SNOULD ANY FlNISFi MATERIAL EXIST) TO ENGPfiE 3/4" L.7 AljFRNA(� TAW O REGULAR PANEL MIN• THREADED TroN ! INTO ANCHORS A �x,I AT A90YIID7t1 OF PULE f : AT MIDYADIH O' PUTT , -ATM SCALE 3/9'-1'ifflauA3) IN CASE THAT PRECAST STORE, PRECAST CONCRETE PAELS, OR PAVERS DE FOUND ON THE EXISTING WALL '1 "" � ,Nit W SCALE ;T/g•.1`..ouONO FLOOR. ANCHORS SMALL BE LONG-ENOUd4 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL �,,TGENs SCALE 3 -f' ANI \ 1A,MaTIQ BE AS MENTINED IN Ai) AND IN A.2).. s F � 3 i SCALE 5/8 at f9'diplameL4 p.Tlt�ro4 lttp p (e) TD Fx cON RFrF acv wv t __ No. 44167 ° iy ?+ Am, (tEN� '• SCALE 3!6`=1" H "f 1y SCALE 3J8'..T' :'k: yam, FLORIDA BUILDING: CODE (High V4HacI Nurrfaxtrte Zons �. FLORIDA BUILDING CODE Ht h Velocity Hu cane lone - t/a' a TAPCON ANCHORS AS MANUFACTURED BY T.T.W. ISIRLOFIL INC. s i FLORIDA BUILDING CODE HI h Vetoc Nurriaans Zone W LL /, ITO *SSA - ARE ONLYND F FOR BLENGTH WITH AS.a-DF3aN LO,LC4 . _ p 7 k167 L -. sAM ILlo NO, F.P: - 1/4- 0 X /6' CV.K-W ANCHORS, AS MANUFACTURED BY DEWAI.T INC. (I"ov-1500 P.sa.) .•'. e96ffi ILTIOP. Pa. F.P. a UP m .55A -Isla PMP AND PANET s LENGTH UP TO s'-e. 4 1 iKTEW. We Fr. NO 4 20 GAGE GALVANIZED STEEL STORM PANEL _ s O ND. a ., P : : Sk4 20 GAGE GALVANIZED STEEL STORM PANEL oMRN W. _ tCf /) O O 20 GAGE OAI:VAtR2E0 STEEL STORY PANEL •. LYRINN'dri t4 1O PANELMATE FEMALE UU AND PANELtM7E Plus ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , � .� 2. FOR t� WOOO FRAME CONSTRUCTION: W000 MEMBERS TO 2E SOUTHERN ? ( ,, INSTALAtgNS ARE ONLY VALID FOR BUILDINGS WITH A.SD. DESIGN LMOS : it : 'k . PRODUCTS (r.-207t .A.Q `�'. > UP TC +$", -72M PSF AM PAHWS LENGTH UP TO W-W. � � �' ` `"""x` t PR�STECTiON PRUDU L4 C D' P ,,'A � •°� GLOBAL PROTECTION PRODUCTS, Ur_ 47/'e°�0 � � � PN1E'Np. 2, W/ SPEC9TC DENSITY OF 035 OR EOIWi_ ;•X : Ra,laln,lR B •O NM - ] t` - .rj•C}.•.. 'yy I C O !Na- GLOBAL PROTECTION STIOUT w'.x,.. U.C. MPG 2 FOR NEw' WOOD ERA$ tAHS'fRlkTi WOOD MEMfERS TO 9E SOUTHERN q', � illlE C-O ENO. 4" &w.. it sum VFW E i Nc. g � '• .:•,L.. ` ,-' ,1.: _. AKY WHM, fl. J30N PINE NO. $ W/ SPVMM DENSITY OF 0.55 OR EQUAL 4 OF •., 0;3t. - k - PAINT, R. tslu •--S[, %'fie IRO` _ dt STREET ^ q 20-178 1NL te•. Ut tw ,,,. WNW. a,Umtt a ssv, rrtalG (Pd4 tss nG:t#(m,)eea-6lef \.J AFA a.w...mawk.M4nmeA,.h.-:t>a!w. n+aeena4MdR•-7d,d.TAchE4HIa-sTI7. 20-176titrc,.1H'T' ^+i+)bfY-u4d.Ft9d#)�o-dNaT.m.....:.,ti.. ,..,..,Otam..eoo,rm,memen-nwt Q.. H-- LIJ LQ y 1;_1 PANELS END UP., W/ FOAMED EDGE. ` tux ROUNDED CORNER a ENDS OF PANEL'S END UP W/ HEMMED EDGE. (N.TS) 1 .125' F 8 L (2 Z!9'Wxdl ALUM. ANGLE LISP' Gam`" tTy1+:) i () STOP BAR 11' LONG 5063-TS Alum. NJ.OY .12e` 2. )O7" j t1.12s• . so• ;Ni .2 3.750" �••, I 1 i 2,0� D' NEI © 1 1 VAi3E 2'x5'(Mex.) ALUM, ANGLE 4 6061-T6 AkNn. ALLOY 3'/24 Lei MORE 2 pal" 9°/24 ''V 4 W! OR W/o 010 NOTE a..tmow) 2'/24 T' 24 4 S +,4xs' SAES.. / 3• AMa !` / . (SEE NOTE J .. FO OINCAETE AN12iPRsi SEE * � �3 9CIWDULE 9N g�T 2$ TOR WaOO SCgLW:.- 3'- 1' CONCRETE ANCNM5 3' Max. SEE d81`!+DKS qt 3tEET ---- j ; tdEE S,tlWdAE CN SITE, n} ,• MN. f• 1 M 2 ' ,4xt• S.M.S. BeJ or 1/8 3 uY L { I � . 69 2 'L, 50 % 'I' tF340 PAFEl3 (mum""A",t (INRERRIR �.) NO1E 2, 3, 4 9ODW d[ NOIf 3. 4 REUNt° i aEE ,�3,�4�.aELpw 4 PAH6� PAF�. I� Pam-) ♦ BkLOW j!! r j I-1 ff 4'� �Wt 1 � .� W e 40 X'L.'. 44 S 'L' ITT,.T .. ., " ♦ - y a a ) - e 4 r ♦ ♦ 15VEtAATE iRxP) 9-.-5' -.. SEE tNO1E 4 O.e.. FOR tXWCPE,C ANCROifSf GEE '�� 3 S" BIpE jj.�,, tY'"-""_i" •. (AL i e#19711RMR 1 ARP. 5GiL96M1E at LMION 2O FOR WINO SCRIM: -. t' I,Aa i"f2• oN Ern !s/ I4� is MP1E 3 6GR ©w/ OR W/O& (D * LAST PANEL ((]T m 0E wsTAttEO AT EACH LAST PANEL {� TO � Ib7AfLED M fAti11 oPENINc SHMZ ALWAYS � PPOVOED W GPEMM S7W LTAL7Wy3-BE PRb.Wi:9. W// / FEAR NANTNE TO E IOf! FM IAHAKE) 121CAL "M ATE RNSTAA,A'SI ! JmQ WSIATE FROM 6 INtErNEO m � IISTA+tm FROHa I �.. IF 4NTEYXSi9' m RE IAWI'AM FROM �. INSIDE OF STRUCTURE C,4N IwSiDE CIF S'NFUCTtXiE 91`Mt 3 1• - 1/r M_ aM -1 t/4' Nam- " 7I4• Gmc G1A 1/4' Max, GN`€-- - 1�'! "1`x` ������� T ero wtEl S AC Tf At�a�i A-1 SORE 3/3!• . 1• 14093, StAE vw - 1' (,). DEFINITION OF SERIES iOStH E - Z HANG STORM PANEL. SYSTEM CONSWRIC OF PANEL + 2 ATTRACKS W TOP PAIE&LLAP IE PLUS 00 15' LONG - (i). E - Z PIAC STORM PANEL SYSTEM COiNBIS?LNG OF PANEL + (2). 00 PANELS SMALL ALWAYS BE CONNECTED TO SILL WALL BY MEANS OF Cant TRACKS TOP g BOTTOM, PANELMAT13 QR, P USTW Y W 15" LOG TRACK AT BOTTOM END PANELS (2). PANELS SHLL1. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR ; GONHECTED W/ �/4 e-2Dz3la�5, Wj 7 /3� �SNALL 7£ FROVtbEO AT TOP OF SUCH PANELS. WING NUT OR 1/4'a2Dtt3 IRn. TNUMBSC REW INTO TAPPED 2 (EXCEPT AS. (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF DESCRIBED ON NOTE (3) 1 4"A-2D13/4- M.S. W 7 B Ix3JJ3e ONG NUT OR 1//4Yk3" Min. THUMBSCREW (3): OASES WHEN END PANELS AM UETE JOINTLY W/ 15• LDNa !s"1 AT I FAPPED BOFIOM LTUCI-M. OF FASTENERS MNiY 914 AT EITHER OF TWO FNfi END PANELSARE NOT' CONNECTED TQ tMGttDu TRACJN STOP BAR EXTER#iR fLAf FLANGES OF ENO PANEA, $51i4L1. BE PR4YtttEb AT TOY OF SUCH PAYEES, (4). IN CASE THAT END PANELS ARE NOT 7XRIECTED TRH BOTTOM Tp" (I.a A STOP BAR (4). FOR INSTALLATIONS WHEN DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT T(�»y} AT iEAST TWO PANFX;S SNAIL BE CONNECTED TO BOTTOM TRACK GOUGED TO R]pS11NG SILL WALL MEANS OF PAHUELMA7E5, ONE iNTERCR PANEL USING SPECS INDICATED ON MERE (3) A.EtO'MF. IN SUCHCASE, CONHECTXXN PANELS MAY BE USED ,roiNTLY W// 1RACK AT BOTTOM A7TACHSNG BC,770M TW4. 70 WALL TO BOTTOM iTuOK MAY OCCUR AT ANY PANEL LOCATION, W/ TWO PANEULA4TEi FOLLOWING ,�+ SHOWN ON ELEVATION AND W/ 3 tl2' (5), SEE SECTION 1', 3' 0; a' ON SHEET" 24, SEE ANCHOR SCHEDULE ON SHEET 26, MLe. F GE TOWST E. FT)R 1M65% INfE}IOR PANEL USED Y J DOES NOT 8M1WR.i.PANEL) AW�pMLRRA.yTIii ETHAT �`MCANIL ,,N',A! SUCH AU1 CENT � E LEFT ak RIGHT S6)E N HAA'i'E *I/�• THUR OVERLAPS MANED BY �. ,..., L FLORIDA BUILDING CODE h velocityHLNrlcone Zone NO, 4 167 20 GAGE "LVANDZD STEEL STORM PANELOwa 11, to GLOBAL I.I.C.' IF e270fs-oeAl1Gm7 PSORR€OwTD �:u-IN�FTta PROTECTION Am Sx.Fit ta�NTa1 av Wat w s=4N)U4eL6-TeSFa,T 6* en.,m Wn.s arm NW SFJaJAaNniuRE/a,W HIryw1R. jNAW'N..G 1#WWR A LAMP Jr., P£ tYit4 7. i1gXr:E3 OF 25 aMEew 4 arewRQE 4 w. f E -cD mwuE q ° u x��wTi ur'TM ;r ec • w PREH _f4`iio a W m,E1 1w, saz wr• IALR 1 IA am aF i 5 x IA ENo a p}� d �e $ ,4x1• #J1i 18IE1NL , A d � � L# +�+'R-an•a/s• � iA ae aT � S aaE + ssw.t x/off � duati\ a i 5` R t 1 SFE !FOR W. TLdI 81laEi L1L9 1 IFS -'. 9aiDK1E I yl wj suwwm i/,Y-SUDS(,' r/4•iF- 1' SFE BCfkiXK.E I 1/!"s-fK tg + I'OR g�pp/R!1TWt II >mg1Yo`StgNld7q- i ,O mAS'w I « ' m pIAWS l T IU•'-FOpO E Y xXaW rr LR ; To j - eA ' aeWeAp I o I 1 VA NAtiBAPe I I 1 I I I 1 i I INCH., FOMIm r j �i �Lq / s j " ` RIVARm � % H� RmLeea as-ma/r CAA I , f/49-wx1/*' W3. .Te +/4Y- ,• nm w o I 4 9s yT ' 7C A'rd/O7' eklR OF j aR t/,4•Mti1/,• E� NSAc i ,fE //j stay-. r �gxp�L LSE INOpK/-{'7'• i ' Pat aP _ r r <. Pr� 3k' NISF , BFtp11 - (�t� yA ) 6 e,roC lJ• W�_ AND jIjl�j T Mt}UNIiNG Itm OF W Mr m � WALL MALL NG iNST. SECTION 1 (� SCALE 3/e>1 SCALE 3J�d-�i" g SECTNf�(' A tS)iilsl�� �. t,mr +. SOLE S16+1' 3YiiLE 3/d=1' QAT0* �w P�IMWJIDnS ft42 M us a�wP etRt�.M TIP aeVQL ,u �\1gMNutNr/ x WNEL = a LiJ mM RmR TO tRACKS (Z7 OR a\\ �R 0. f (D M 65sn at Lam aR � �K•, ...... iVSrAilAtmN t7PE MFSIMT z1. OW&� o (� _ NO. 44167 1 '' FLORIDA BUILDING CODE Hi h WinHu one Zoned A\ COMBINED WAVY WWmart ANY - �• : STATE OF �1ECG Ne 20 GAGE GALVANIZED STEEL STORM PANEL 10 m 9w 1�ETell 1 Es.. naaN"�` ""`» L PROTECTION PRODUCTS, C , LLC.SCALE. Ilr I- VIEW SHM 251 AMA eTf ,TOP SW. St SIRF$t ILL NIA t0. f> PW. tRerAt PION,, a ss,n, mw-. (R6+X� Las r�A3kt GM4)M-M7 20-176 rr.«e t aPNRfi-IRA . h• , NP4N PI.795 £A-a0(M754 a, 4YwTr r r4 ORiRaM Nd: PL SE14/9pLATtNlifOAIE WAM A, win h., P.E WArr - SIRII RN ar ON C/) O `CL c' U O {..ice U'��/•� U) L m LLI = Q z Z Q J a SHEET NO, SH 1.2 V pEMg4X�MpRlEAS.D. Hex. � � � � m RATWO (Rbt•I (>TFF CONDITION +a4.0, -75J 70' OR LESS 2 9/i6" BpLTEO.• 1'. 2'. X. 1'Ff, 2 Yf d 3'tx +e6D. -rss 7a• Lm sass a]/a• IYpL7F0 • A' a ['W Qi i U) -Cu CD 0 ++ L L a)iZ O E-Z HANG STRM PANEL (1)ITQEXISTING STRUCTIIRES C6 ►�XIM161M! �1t�-0_ DEMON PRESSURE RA7iNr3 (,Pb.�i.)� 114v f c scmws a a a.a r! V cu ) 1 //2• MUt THREADED PgW:TRtTgN (� CORRESPONDING ittsin (Y PANEL LeNF=SrIi •Lr SIiHI�LL: Y!YIYUY A c O. DEStQN PR t1siT 4 W QccPnN MAXMNAMC t/4ro Ac SCREWS e s O.C. w/ To Fxotwc soon HUDER. J ROGER LIV 1/4'e LAG SCREWS a r a.D. W1 ESS> - TRIG (II run oR ow EDGE i 1/Y A!t tt�yaD PENORATWI Yt,.La A..O CORRESPONDING ---D(NQ it4_i_-- L_,NO.[ , 1/z IBn 7NRFADED PFMFtRATmN ! �' � � V FOR SERIES t 0601.. E Z..HALI� �=R�-y P�II�f-� � as E 0. . mac o1srN«S To Extsnua wvoo trtAOER. 4 . TO Fxsn+c w15aD +€,mEat. GRIPAGING fi�'O+JL FOR H•ISTALiT�i� INTO )k (�tIiGRETE tic cr.tl roe¢ � . , { C.A.i,4x1• sxs. O _ CONCRETE �- -- ----�� - - Q - . O - NNt 1 Af,Aro,Nc c mr_rKiMs 1 �{ � '. t Fw Ef0 oFfl �L Y P PER t' 4' �'•+ T 4i /{ .- � 1 W u..-,.. t ,• S.M.S. C.anl / c[nL 4x S.N.. l xI 7 R1 eA c eucrr i 4 B reaAT N P /e'a3 (VALID PANEL 7Y1MS A_ PER SE'r:itaNS t' 71R2 t 4. - T45. >; SEA Oro a Q s Mtr i� O O , DBIL - 4'. A , ,' LAG SC�Y43: i' 4x. `x.M.S, a o.G. t Y!/ 1 i-T6rJ" 31W5S Y /p)J/('� O EA FO-;5 �, TXREMAO ! O isW I (NOTE iDETAq. t/2[ ! -'i-- � w/ f"�• t0 OfISnNa Te�O t#NIHi. CC3r �_ C6 APPLICABLE aP EVYRY /�•e t. >� REP-) t - . ` (SEE i i/24 a O ` . ... „ CwA. pp. `V - - 1 3/ta AiYm. POP R7YE`r { � i '[- M... O / .l4x1 SA4,e. S e a OE.Eti±iM.. J O IA fla) OF �} ix =1 � O ('rrP-)Ttl s 5 .. 3 � 7 a'A"L 3 � L W�D HFA1f£A L ' W 1 4'd- ^ 1 aF.E AiY)di i: k V J -+"•-1 BDL / 4 S.S. Ms. A WINdaJf Ai O•vEERL/P k 31XF ae PAAaI. LENGIte �OtNRCO' , ( i MEAB FRtM1 i�OF:PANEL NOTEIA Waco � � O � ta,DER aauREa (a y-., Q. T4 7B" t4Pa' SF9MA7gN t//,•«-za.s14� ^ ra'�sa�W vdr � '""�[t I"' .Q .� vJ 2 a ee' , MS. W f ! 7 a"Ix3 s2J h TO . r6° //32 t NS • i a .. W RpT /37 EVE e 7D atABS, i YxNa.� EVERY DVERLM 'x 0.D- E:. :. T r!s' Wn. ,EYM b,i.1W � SrPAIA9O* :. W24r3fi' TO DIASA 114•s-%Dai 4' ' 2,D9f t MASS.I tItMGromY�a 'r1N1CNCiC 9£PAdNYXRI WmC * LIMITED TO MO P.C. ASA. DEM PRICSSIA5 RATING. v ��c,$+ Recuum5 Max. D) immm BE71i'ERI BOTTOM OFPANELice" - _ " r `` « !1 N i' a ALA TO BE 1/2' 1 � •��M Cp ® Max' - t [ i- -t' 3 LIMN is s W �i 7 ' '" WJ 7roPx3Rx3i Ms ! I $ ` Q 0 �I SHALLRIND NUT , s: 7 OF. ` t m ( 3 'a I 3 F � � I REQUIRES MnxA"OHN TIN. -' EOUBNS DISTANCE BEPAEi7t P -I--F BOTTOM PANEL e - t 4`N 3. t d 4 PANF]AMTE B J i I µ�, W� . 7J w@raRUi" .. PARELW4E 'W.. w _ a AND TO iB" Er „ r BE. • «. GonT. a 3J � �-- ® 3/ta ua. I T14� 2tAE3 4MS.. Mux. {, 1 , 1 R Nat'8 fA Dp:Or+) I . PeNNtIIRAfiMI10" 1�' a.C, ""t $ � i` L wWrajtr/ 4i :: 114" "LAD ST;POYg a 8 o.C.. pi. s 2'Yt4• 1'4 NAs t (pj I t G: W 12A 9 T Mbr. n+REAaEo a 4E ON riF NFDULCAp - PA naTE DF PkA ' AT 5EtaE$ 21� art , o-. ek'i.DW) FIAT tAf WI EaPBt', I t i 4•. 14 P W '1- 7 ,o ATE e 6 2 W 1315 dx3 1A 0.31 Sz RatE (! 1 1s f J // M QUOK' 7 W. PEfaTwl7Xwf a 12 a la0 NtR $ ,T' ... AWE ac m.r Conk. e IOG0 1/i#`e.4AdF SCtiEWS 4 fi aG. Wy.. 1/4".. ,J4 SGRDNB tt C D,F 'R/ r M001...: i OR(gPUTt4PE0UYNt1 �� •ry qr.y� , .t r,•2 - 1 /Y Min. 7MtFAltED. PEIiErRA& Mh (2 2•x.' 1 is.# Lan. TtiRiMED PEtPE1R/infJM. I F$ieT OR. aV EDGE -^=4 �,h� , t1R�� $ ji Mmi,'PUk. 'wREQFIAT" WDad REDINflfD a tiew6RN IX' FlAdE wownh2 ON fDOE pLTERNATTVE 1'Wf sIxLE t/4 �T `t ZT Fy 70 t_NT1NG i� taauTlMriN/Nt r. WAL AT ARE ONLY VALID MR BUILDINGS WITH As.D. aE9XIIr. t4ids ty,MutirlF/Fpr r Ci<TC`SCALE RNA1T�r 4•FW UP to +esA, -75.3 ar AM F,avAls tFNOTH up m a• -to". C 3 VsI Z tTNl NEW - FRAME � .55 O MEMBERS TO BE SOUTHERN J Jj y 1+•^i• PB1E Nu, x w/ Da+snr ass OR EDUAL =a�F _ m FLORIDA BUILDING CODE NI h Velocity HulTicoae Zons _ FLORtDA BUILDING CORE FII h Yetoc( Nidsllcane Zone _ No. * aOW/ XLIEDD, ex 20 GAGE GALVANIZED STEEL STORM PANEL vr. Bea = N0. 4 g 9 r$ 2D GAGE GALVANIZED STEEL STORM PANE! s: Gear a, srs N o RmMETrtS FaR of oP ew AT TaP aS � * = rFlt. As PA+�L �XUMDTbN ro TRSCKe ( oR� AT . OACEIf � Tye * ; : * e S TE _ �a "�"' GLOBAL PROTECTION PRODUCTS. U.C.a7lsoza ,oao oR RrSTALtAt%PI TYPE oN ELT 2 STA: aF �re GLOBAL PROTECTION PRODUCTSa LLD. WT1»12w/ S 1D + aNc, -':- ,� A was. SSA..-81 aIREXT HnIF FOR CtexTxNre. A1. TCa7 : .t to SS. G .ii8'trrRFR aww s,w. s, stR07 '�. ML' • • ...,.• rnLn LyxE. n, saTu � -- - T �..6,q�� „• .,. 4 ryir S',r (I:, Y>i nfn xlw a w.."A er~w NMI" PFYt110 4ea4pero-Tale. wx: (aa+. T 20--(76 [XfN}5E7iE1N Ac tYl`1 ,S€tl°13 .•... 0? 1/ k' Ha aWR, n. av,1 4rx ) NAL P:.•.: aeF) wo-1Ma, w.v ni-Tait Hq°"a'a TaR ! eoT10M CAN aE GWA97Na4 Pi ANx T10N SJ '. xG.: eti w,w nn k, y a :. atPu. n:aai.a PrwME; tw4Yble-talc. FAx: da47eba-arat7 20- £ 75 LILT. IIIIItYtWI'� �iat. j..�,. 4r, A${: n.w :Maw n.,rbie . Ta � �_,;n RDL NUKE/4tiiE... CA-PtlOarYA' +r:. .Rz �Iw Iss.N aRaaND Ykce WAY TTY $URAMY #95TALtATiDN. SCr;Tf: 7/3' r 1` �,li3drNf1 f � t16 - w. ra �.r taiNOnC Imr rN,,Tak R llldlf &q .PtF. r ,x«,aa } .. � N01F i SHfda'TFR tRAC1IG NOT m'wi'ft+ FOR CL+Vait• E A N. P.L mNL'r 26 ar 1N t/a. 3/4, a/s, s/s at s/s COMFONENTS FOR REGULAR. MAXIMUM SINGLE PiLNEL Cf7 LENGTH "O SCHEDULE ONLY TOR REGULAR STORY Z/'I T W/e. 2W/6. 3W/7 & 4W/7 ANCNDRS (SE€ SCHEDULE Ort PAN INSTALLAj(Q INTO POURED CONCRETE. Ct1NOM R=K do MD (t) a' 4°4i� -- SHEETS a. td taT) � MAX pAyarFeeertarlryEp .�j{(}(,E PAME�(r�ii kF'S#A..Af F,ArN O J. i d AL me at BOTTOMEND wN TACKS _tat tt5, aA AF ha D.M.: 2tt}3 .4 , r T i- i r" r 1-�-r-r r- i-F -r r r r-T- r-r-r T- r-r-rr �ii1„�TRAGS C214R i8i'> O EAGN ENDw` (�� . 4a1, 1@3 or� I 1 { 50 -jj4 UNBOLTED PANELS BOLTED PANELS mm WJ fj41-20xT` {� AS (() 5, M:s. DOLT AS I[R a &i, avf3il;ar J {� -( i (SEE SECfi0F15 AS ACE) a J ---_L 3 .. 1- ---L�__�_ _ ! 1 i CV N f PAWL LENGTH SEE SCHEDULE 0 �dF.,. MAY, 4_..-,....._.s.•.f3' MAX .J' &' t MW,'� i MIN.. 2/a >/ae s/a, a/s, s/s a sjs Llo�tw/s. 2w/s. aW/7 a aW/� _ U cal Sam. LL X �y-E-�--ANC�HaAR.S"�(SEE �'SCHEDULE �DHQSN�pE�±S�'B. to aii)�-'� A (� �/� /� 1{,GGLI kF31.Ell MOM � Fd�E�i3��*.N ,J4'Mm6. GA3' •." � � r+. 2.BB7' GAIN. tAIE7EM .•1 1WiIXE YK1EX O m coo MaaANM 5EPARATbP1 TO GI/s55 SCtffidStL€ M4tG OAP f� /�`j';e(•5719 YA% LF}7GM WIND SPEED 4 170 m4ow WIND SKM r 17D m-Pa �!,/ `'W 1�! t - - -v W MSS, �✓ ('rt1) UNRESTRAINED Rfst REslR.AwF£D , S1 CO i- 3a OR LESS 1' i^ e' _ e t/4' G(t) L+: tAt�MfRd ALLOYMBLE PAFaE IENFO FF%i AMEN PDSRWE A.S.D. DERkAi LaVf.. [- - i2) I$ d MAXIMUM PNr4A, LETaN}t A.Sa L'i Laid. 7"' . =' 733 TOW t• 1" 7 t/2 7 f GNEN A POSIINE ASA. DESIGN LOAD, DETERMINE MAGIAN PANEL IRINGTH •L+' FROM SCHEDULE ?ea TD toe t" f" 7 TJ2' 7 t/T' GNEN A NEGIUM ASA. DESIGN LOAD, DEtTRAOLE ALAw4and Fina WIDTH IL FROM SCHEDULE C €ll N fRaAL 1B4%IAIUM ,adawtEp.E PANEL LENQIFI IS EYi1W. TO r1Ai DETERMINED FVd01 LENGTH ?14e TO , 1' t' _ 7 iJ2' (E) I�SCHEDULE iWEpr 'L+` �,DW PDR LNI. p}r1R LEIWTH FaR PDBD$1tY OUN$A`AT&pd. N t1Ylf 1 Y. .r )� t INSTALLATIONS MID WOOD ARE 1J#t 1FD TO .: as P e r. MAX ASA. PrlEsa RE RATNG ,+�f�� „�K.M. , 4, 70 k :it FOR 1W71, AS;D. DESIGN LOADS h IAA%. PANEL LENOW FOR 3 • e \ V y J .� SPADFR MI :a: - O low S ': FLORIDA BUILDING CODE Non Ni h Veloc fluFrioone Zana •� a W r $41{j� t a TArrxa 24 GAGE GALVANIZED STEEL STORM PANE( I Fr'CC f * * E ....wP, ir r,,i O O U �,, T 9¢=; ATE iiF IO FNe. L PROTECTION PRODUCTS. LLD. iA% F ? s a �Y 4xa S.W.of arwaT ¢ . Lai-.-�i�+ D�1i1 , ,1�4f, / w"r`.. aaR m-w ."w sn ra F` wrouO (Pu)� T.W0. nS 4(aB4Me.-GIST 20-i75 J L ui -- h'Ahy1 A• ♦ eA•maalin "'s •• e... e....r xr. asaeNr Ne: 0••• O LLI ism ft rrNrpt@ID wV.tm A Tltil{ i` io star 3 Q to 11) cn }% wow TO O SHIEST WOW ANCHORS Ic- O NO POURED CONCRETE RNOWBOR U U) cu w Q Z Z Q J SHEET N0. SH 1.3 � (SCALE FOR ON LTING MR BMW (low z L LPRECAST OR CONCRETE LOGIN 1-1 ON LE ON Lo i ON SHEET 3 WALL MQYPIWW MOUNT w am uw L NA%R,IEDAI A.S.D. DESIGN Y,OW.AAii ANdlans SPAClw FOR E. D.. 3 t j2' " APPLICABLE 10 SEDifo16 1 k ANY ttulTroN OE ii1D1 M+mlw PNf7. Lt}WTH �'• jK} PR£SSITRE RA7i'VG TMCCHS dM.K-M tAvaT.M+rE F03N£ w PANF1A4tTE Puts TO IDONCREIE TD totx•IN7E 70 CpKaIEIE la GOnebkTE 12• N/A 72' NA / 12" N/A Y t Nfx r a z' (TOP) t(f° 3° S" 4' S' {` 1' BOTTOM)# tz" a• tea s` a' @" B" B` T° (B07T(IM) T # BB.d, -7&3 N/A nV A N/A NA / NA / NA J 7T i 2" J T 1" Y n' (BOTTOM) ]0' OR LESS 7' N/A S ,f2` NfA 4 1/2" NJA 3 t/'2• N/A $' (70p) 12' N/A tT' N/A 9 f/T" N/A @if2' N/A 3' (BOTTOM) 12' N/A fit' N/A 1Y N/A a2` N/A 4' {TOP) 12' S" TY 9 i/2' 12" if' f2" (BOTTOM) 1 SEE SHOT %FOR AtXaIORs TYPE a SP,M:aw FOR PF4T..0M,OW1iS B/Po e000 FRAME BWAINa. IAla11W SPACINGS AND EDGE OGfANCE ARE ON ANClwH 1elAMAM INOIATFD T711S SCHFMAE. FOR Ea LEGS THAN wOCAIID DII S19tFA1oe REDUCE ANCHOR SP7AAPa B1' RIA.TBIYARi SPACNa IXt tr,' SHOWN SLtIDNAF ii$ FO(iDNtNaFACTDRK. FOR THIS OPERRATIaI TQ � F POSSIBLE REDUCED SPwdNG DBTNFFED IPSPIG ACTOR 91DT @E LESS THAN MINIMUM $PAC)Na. INDICATEDFOREACH ANCHOR TYPE AT ANCHORS IF.aENO. trsu+e _ LAP. NXM,Tk 8PA4MIla Itina ^• _••,'A T,%1. nw4pdTANfd CoiiHW @�?a_ � 3 Ra.Aw.) aRNrrM PbeM. Bn) -'- d �i/k/k 4. MUM. � .� 1M670R 3• I.DO s ,/z.,� (EFFEGRVE WIl]iFl}--� � q.----- 5 114" DLL" I .750• ss. snro METEd ,37 '. r' ANGLE f a T/4° ra 4 • .1zs• ,.- I aR a tz i1z• oa BE NL'VFRsto)' d oat{" MFI. TiACIT h 3.313ar ' � T EMMED TIM.Mw2m StEii. � i 2dra' e4" F ts� i `•r { SFF j EDGE i-•DRAB. A ASIM ABB3 TYP.ifi" GW1D�1� GFLLW��eDM .Das• { r Lr 'J .125' L ,.ssD=„7 'fit $j'Og� PANEL t.ssa^» oRAu A I_.._. f�Ta�art�WJ�f1z�LLYf�z.sar Ai E71D AT 113T SIDE of PAN0. � "H'" HEADER �3 "F" TRACK O4 ANGLE WITH STUD 1.U5 £ND !!PPM� _I7-� I .270' ` 33' f 7}y � GALY lAtA2ED�5Tm `--.,.._,.,•,,. ,/"HEYAi+ •••�°s---'� E%� �.' 1.407• e,a25" .. i1. r � _ jA-^--^-•,,..Pe.P7ae• 0,375` 0.250'f �..,�_x5R1 ^�_,r 50YETR w AIL A I XJE�T � �•: � ROUNDED CORNER O ETVOS OF PANEL'S �-.. I .Gas' OR TT�y�M, itq LIP 14- EDGE. ENO, f HEMMED r . AMx ram^ r (---"r- a2.1"•4 2S ? 3•�" �2. 2,« (m..v. .Aar ``�• � � (1YP.) KEY MS ,W�y,�HER 3f05-Hf S4 ALUM. ALLOY �� � tT�IGE OF PANEL t1�,e�vy .",e .iSa' S'.... 6 HOLE AT PANEL O LIY.L + rOa ADDITIONAL j *SEE S1aEr 6 .813" � IRaTATRNr4 6 SLEEK IEDp'[ti IS 1)!•. ! _ .�1' SLEEVE 2 tL,75W 125" i 014Y WW F'DR 07SpLUilON9 WO ,.T50" LENGTHz:.-.1a3'12tA5�RF,l!. ra.WDOAs1auGTUPEs.AtAX. 'H'N' HEADER�/' HEADER'U' MW. M S' t --z.onG`---- SLEEVE t e MAX t0 ,+lN�eLE � nA,AAtaeNN/rlyy� 1 i "d" TRACK ® PAL HANGER f I'4 WIDE3 .374•.:Goo• I_., t d 1.871" t._ _ _.,..� .aa2• .27 t �.. � - t` A:.rlttr (t '`•}s/ ' f11SE (YiLY FaR E_Z f'-ANG STfN#1 PANEL. EN Sr5TE1,1) BD@3•-TB ALUM; ALLOY r a ,G - h Y I T uFr,o ne NO, 44157 ;. � FLgRCQA BUILDING CODE Non ►N + oa N o. Zone)... extaEoTA1mon,2# ,OSTATEOF tF CASEGALVAN)ZEQ STEEL SPWW PANEL LsEENs_zsa••.a, MW.0�-: TL E C O FFaa. 1Lti. xrx R ,k aA[. itiINA1 ee.ra GLOBAL PROTECTION PRODUCTS, LLD. awe iAbrSIiREET 0. aH[I n11eL 77_ Ie31{ BUILD -OUT "F" Q �ILlzaui .F. >'g(� to a � w..1A�.S-.H�ERED NiINGNUT +�/ iHi� wn. , 7tla to-1Pw . nx , pow e+-,v, � Piw1a: QtaF)eso-7aia, rAx: (eeF%sa-PTw 20-178 .�,., _ .®..r .A ,IASR+awa TRACK ANGLE (F.c.`a. 3 ALL(iY) RE rrL7ER A 7`8 'riESi 2 OF 1D .�l��LA�'LUN DETAILS FOR REGULAR PANEL L. KTERFMTE CONCRETE CONCRETE ANCHORS l�TSiE SCHEDULE aM (SEE scNEaAE EXISTING POURED ' SHEETS a THROUGH ID) aacoet BLOCK � SHEETS 9 T,iRatFA1 7DA �� �� � REaLIWW. f - l TEFCIATF LEG o: LaCr1TwM coFSGtB:TE AnD+oT� � �r� CONCRETE (5'H�ff1S aTNRaXiH� �y �. 'tfWiS'3 10cf�eEP�Crt F tf2' f t • � Y!"'� t%4• ^! ! J4. T/r_m.t's.F. MA s/ ,Art t Mo. .( CONCRETE ANCFXIRS i f 12 t/'E• O.C. --- g i ' } (SEE SCHF.I%JlE ON A 1 t SHEETS S THR(i(�9i tC)L j t/4•r-slx,• E,iA. + �. I D'D' % 1 PANEL LENGTH E�. (SEE SCHEDULE SEP'RON. p,� ^•yf A AT W, I SCtiFDULE � 1/44-mr1* IX'i SHEETS �� � a. ON TO DIA5S. I±�E GLASS, a A. la p 'PoI �. tMmH Dora%-sD . I {SE€.SCNEISULE 0}! 1 ON SNEEf 3) I _ .,_� BOUS�W�'"B SPACER Y Max. -NSCPCB Mtn @ 1 I --__.-:_...._. ._.... _.._:...- ............. ...... (1ST '�.. -Y """- 4BIGM as Y•a'f i SEE SCHEDULE � � IPd14AI.CWK t`-a`} PNiEI 4ENOTH F C i a � � ON SHEET(� 3jE �jfSLF SCHEDULE (. g ON SHEET 3} i 1' s �• OF 1 E,D. OF�Y.• �JT A ! I O.C. A ,lam ANCHORS W [ e �` CONCRETE ANCHORS. �-� ExrtTnic Poua� (� scHF(#nF � (sff SCMEouLE ON Q0I%:REIE \ OF WALL. OR SLAB StIEEI'S 9 7tiRl7UGH 19) SHEETS 9 7F4tDUGii t01.:2 1 f8" LONG MA%. ALUMINUM REWIRED i. CDNOIl10N) '� '? SPACERS 4 8 1 {' O.C. YAW YAXCMiU)A PANEL LENGTH MAXILRfM AS,D. PRESS[IHF RATa%f CONCRETE 8 WOOD WSTADJAT,ONS t 220 !2'-a Tp'-a• RLa r t -9' la'-9- ixa t0'-0" D 1AD B+-t• d•-1• 5sa e•-r e•-D• BFra a=r r-r 7�a 7'-d• r-D' 7sa 7'-y' B»tD• aaa 7'�d? B=r 83Q Y-id' 9•-5• B12a a-9' B`-Y 9S.a b'-B' a-D' a'-rr• TFao a•-r tTaa - s'-e• TtRd YA%(YUY PANEL (�NGTH MAXaIw4 A.S,D: PRESSURE i#'fRiO CtaiCREFE a WTdW WSTALIATtONS t 2R0 tt -4• T3-0` 2s0 r2 ro^ tr-r 3aa 7t-9' t0-7' YSO Po =7a" 9 -B' 4tsa a•-e* a'-s' 45o B-T• a-r Sad 55a a'a r•-s- >�P 83.a I -B i-Y' rcaa r a a r-a' B'a" 5'-�- Fiaa ,•-ra- 1t9.d .y■ . i �# Pftlx , Ttti477In1't . '%[1t .[=�.�7! ®Ii[P)`i, INTO YVfitGD STRi1CTURES � WOOD ANCHORS �DN ��SCN£DULEON:/'i S1g;:Y�e. �� � 51#EL 3N) �„,°,� '®F° F _.__fi� ILEE WNPNBw uKwl awTr r-d7 � i i 't• tam.. REQIIi� k � � fSEE SCFIL"W1ES � i/4' SHEET /1) QI 4 ���• }.. ii J2• OF IL, •s Q� { L_ t i � i � i 1 {/ I _ W000 iiEAD REQUIRED EQ € j I 1 ( t 7 d EO � v t I j 1" MAX. L7N1G 1Y,IMwFRFA SPACERS # t2 t/a" O.C. (SEE >uABLE'a DN SHEET 7L) 1 sF3 w>ARAION ' iaa,i FAR 13MnAT3Wl5 roR !2 LOFaO �EEVFS,.. �(5EE 'SCHEDULE F j � � i{ fjt 1 15�p f5E€ SCFIEWLE _' f �d SHEET 3) ON L.�._.-.PJWEI. MATE:FEXaU.E ID OR PANEL MATE ! ( t/+"e•Muf' ON: SHEET' PWS (SEE SCHEDULE 4%a SMEEf 4 a } � p a - AT FA + i Mtn. I. ff 1 i T._ FFA tfla SEpARAt'%fFi � tEegpt otERY-e7 < TO DfASB. 1 2"x4' WOoD i � SEE SCtIfDIA.E t PLATE t�ONRFIt SHEET a) i 1 DIRECT „AUNT W/ SPACER 1 � SEE TABLE /1 ON SHEET it FOR MAX. PANEL LENGTHS a � -- O t2 1/2 D.C. lfAa(. ASD DESIGN LOADS FOR THIS INSTALLATION. i! 3 � ; 1 I I D.C. ♦ i II � Ii Li- �`. {5SCHEDULE wJ OND 51'M�1csA MAY � T t11' iGl✓D s: -;.' � .-•.._.. � a e y a � t ,, 5a1EkT ) (!).n1'SWD,DlDN � tAPfER Ta A d1E e70AY 11LM.IRNOe 1Wt11 IS-O' i APRs :BEAN 1 ildwls 14 A pAstmmlolf. iliDM A%Y 2"x4' D � PLATE REOIa! jYOp� MDRS � d r . OlM.68w MOOR C98(IaNiLY WgUATED 17N MEFI ti). '`` � S7'AGOERED W/ STUD,: ead. tACPA1MTwN Ta aL,7Sa,waGtRED"x4` WOOD a �� "/[ (SE£SCNEOULE L'W-E !'�CIU6RED �)� } BNaLI aKmaiq,D� M�uEa (Fs;Nt�m IXT tt A PAmF ,R 1/;"� N1fMEb 4N G) 114 {3) P•oi IITffiS 8 A iRMt WOOL PA/EL LFNCIFB ,31ANm CFI t. � 1� aA1 SRRW P/AAT. LEd10TN B &7aL#aE, SNEn iT . TALL YDU��LO, (3) stLYeA sAFeA. RBraMAtww B GI6Y (4) 1 1/$' SMwIG-ta7LRDtaAFt PA swr, 8E AS PNAttlm mi wao All E%L5781a Wnau rw4t 4YMM. SCALE �1B=i' seuEr 2 tr�n¢uaT�l bt t t1Y Law. awcol a Its aar �,�gji,4TiVE t W MYO rVR Wrtr 29TtG L 2 AFO s ra aOY•1tlWD ar #1M St'+AI.E 3/8./' (4} tM$DRLAIKSI WYA DN.Y TOR WwD E••t98a SO,ra1R0 Aip}'INE (7iA mIT10N) rx TtL• FLORIDA ai$DIAO D4DE. 773tWS ,• -2 k 3. fd Aefa E NOTES:` '� L1C�Sic °•'A FiORFDA BUILDING CODE Non HI h VetocT NurY3Done Zone f i N Y Y D F A .0. tdSTAL1kT{0 ARE ONL A{1 OR MA%. S m»zo wa. .. ABN-0ATRDN OF SECnOFtS: `e N{i. 4 LARGO. FY. U.OIL,Ft� $1$7 � Y s x 2# CARE CAL ANQED STEEL STORY PANEL DEStGN PF( TtNG ,x, AN EL G ESSURE RA D PAN L£N TH5 - oaAw+tm (P >t ltr -� * � - As PER SCHEDULES ON S EET 3 EXCEPT FOR rrxrwwdwrl TOP h BOTTOM MOD)MINGS CAJi BE H ( „•a. ,E ,n1n1¢Im cDMarNED aN ANY wnY rD sUR ANY ALTERNATE 2W`) � fie• ,4A1`E���` Q INa. GLOBAL PROTECTION PRODi1CT$. LLD. GqE; (NUJ FALL4`t{DN.. 4Pa0 8.W. b! SIpiYF � 2, FOR NEW WOOD FRAME GONSTRUCTfDNt w(fOD .,,,....,. Gs•2,r DNAG Fl• �*4 20-475 - MEMBERS #€i 6E SOUTHERN PINE Na 2. Wj SPECIFlC �/ �, n+w. TWw M�-++eaoeA►a al-lgl waNc: (es+}�-m1a FAw. 41w+}eaR-afs7 CA�Wae719 wxw eRt aRwWaa DENSTY OF 0,55 DR EQUAL... +ANMANI TUSE/caTE' trWseR A TEIa' 4r., Pg. , 9IaYY a. d to 44T4T O�ERAL NOTES 116t18! FLMi Rrr�m �Rr g(IgpE ! � z 7w1a (C) 1. STORM PANEL SHOWN ON THIS T4iWl1Ci fVAUlATIDN aDWMENC (P.E.D.) HAS BEEN VERIFIED TOR COMPILWCE w ACCORDANCE - T/4/ TAPCOFt ANCHORS. AS MAIIUFACTUREI7 BY I.T.W, BURDE%. INC. M977+ THE 2020 (7G1 FAR%TN) bF TF� Fl.CPoDA. BIALWNC CODE THIS STORM PANEL SHALL NOT � PFS,'AtL£D AT HX:N - /74-f0 PANELMAIE Ffl4KE O A*m PAtiELNt1TE PLUS ANCHORS. AS MAMUFACTUREO B'/ Fd.CO fAtiSiWICC�N PAODL1Cf5. VELOCITY HURRX'AME ZONES {MMAdI-W+t7E J 5�'dwd CQUNikS}- - !/4'e LAG SCREW5 PFA N.DS. DESIGN WWD LOA05 SHALL BF DETFRMRiED AS PER SECI�N tfi09 OF THE ABl]VE MENTIONED CQpE. FOR A t7�' C W1N0 - 7/taY x 5/8• WD� BtFSHiIVC, AS Dt5TR1@UTED BY ALL POIM SCREW. BOLT & SPEpH.7Y CO. SPEED AS REQUIRED BY THE JUR15afC7WN WN€RE ST(�M PMtEi. WIt1 � INSTALLED, Mm TOR A OA�CTIOtN{.tTY FACTT%t Ka=0. 7-16 AN SHMl NQ EXCE`£D THE MAXIMUM ASD. DESIGN PRESSURE RArINGs PilMCAtTD ON SHff15 85, USING ASGE D C.1 MINN/UM Piro WOOD � TAPC ANCHORS E i , 2' ANLt s• FOR PAN P (. ) THREADED P£NEiRATKM4 ON SHALL B ELCa ELMA7E LUS 3..9 11aN1 12 a 77 1B. APW PANELMADE FE=WLE R). IN ORDER 1p VERIAY THE ABOVE G4ti(%RrXi, lfl.iT£ AESKS( WWD LOADS OEfFRMINEO PER AiCE 7-18 SK0.'1 8E FeRST REDUC£p ttT AS.D. DESId1 PRESSURE RATNG BY AiULAPLY[tKi THEM 8Y O,8 IN ORDER TO GObWA� Tt}ESE W/ MA3L (A.5.0.) C.2) MRruAIAf ii1RfADED RENEIRATX%F N' LAC SCREW. INTO iH£ WOOD FRAME UNR SHKL BE i }12'- !IO THRFAt3ED DESIGN PRESSURE RATWCS 9871CJ0€D ON SHEETS 3, 9 TiiRU 12' a t7, 18. PENETRAiOtI INYO STUCCQ SW+LL. BE `CINiSfDERED AS PARf.� THE RE(%11RED i1iRFAAEO PFCiETRATXwI. W ORDER TO VERIFY 'MAT ANCHORS ON TMS P;EA. AS TE51ID WERE NOT OVER STRESSED, A 33X � R4 KlDWABLE R R - W C.3 MINMUM EDGE DESTANCE DF SAG SCfTEWS. SNRi WOOD SHAH ff AS INDN:AIED IN THIS. I%%AWwG SfNE55 FO YAND LOADS WAS D0L U�D w iFIO ANALYSTS. FASTENERS SPACING TO WWD HAS SEEN itfT€RMWED ) ACCOFIIMNCE WITH N.O.S. 2Ct8. .4 NMBt 1 a` r STORM PANEL'S ADEQLMCi' Fdt MPACT ANO YANG RE5lSTANCE HAS BEEN VEWFIEO IN ACCORDANCE WrIH SECTXNi ia00.t2 � C ) M UM PEErETRA710N � WWD 9USFNNO SHALL � S/fi . / r-2D SCREWS USED 9tAil 8E i/2" LdNG MINItMUM AS PER SHWLD STtX;CO EJt15T ANQ " MINIMUM F'OR W WIiN NO STUCCO. 4 - 1 ALLS 71dE ABWE MENTtOFiEO CWE AdMERiC.6N TEST' TAB DF SOUM FLORIOA RII+DRiS , .OI -07 AN£t iS.A2 09 AS PER SSTD 12�99 k ASTM E 33D,O2 5rA71ifiA05, ANA AMER�AFa TESnNG U1B SOUTH FT.CWDA ItEr1ORF ]'1123.01-tp AS PER G:5 IN CASE THAT PRECAST a1R PRECA51' CO' .PANELS STUCCO OR WDOO BQARDS >� FOUND GTI THE IDDS'TWO TAS-2O1 AHB TAS-2p3 PROtOCOL5, AND AS PER CAECLIdATtONS PERFORAAETt W ACCORDANCE Wf SEGIYON 7BD4 Of fi(E ) STONE, JdCREIE FLURWA &dffAINC CODE- WAIL, ANCHORS SaNLL ff LONG ENOUGH TO AFACM THE MAW 57nLdCiIARE BENYNO SUCH PANELS. AtMCF10RAOE SHALL 1N AS tMENTKiN£O w C,i),. C.2) 2. KL ALUMINUM E%71TUSttRiS Ta BE BOGi-•Ta .AU,OY AND TEMPER: (UMICS@ OIHERWI5£ NOTED): S'£E 9HE€f 3 (D) ANCHORS SHAlI. BE ,N5rALLFD FiN.LONANO K4 OF THE RECOIOdffNDAnONS AIdD SPECIr7CAYiON5 OF THE ANCFfgIYS MNJUFpCYURER, ew Ati. ALUMINUM 9FIEEP MEEK .USED A7 CLf}S11R£S SHKE.tiAK 3t05-H14 AllOY, & PANELS MAY AL44 � WSTALLED HORI2ONlALLY F9f7.OWwG WST:ALLAnON OETAXS SHOWN dA,. SECaIQN t iHROUGW D (SMEET5 4 4, ALL 91T.E'L SHEEP METAL PANELS SIW1 NAVE STR110TURid. QUKIIY SPEEL ASIM A-B53 GRADE DD MINIMUM, G-SD GALVANIZED THRDItOH 5) EXCEPT TkiAT HF.MdERS{e'1 a(� SFW:I.. NO7 BE USED. +`7k7.d. OESIGNAT{gN W/fY> 42.2 kF3 (AFTERRAILED). 4. R SHALL BE THE R - OF TTfE CONTRACiOR'TQ VERIFY THE SQUNONESS dF THE SRIUC:UiF€ WI#JIE SFBIiT£R IS Rl � S. AU.. SCREWS TO BE STAINLESS S7£EL 3O4 OR 3TS AT51 SERFS AR COITR9SION RESISTANT COATED GARBEkf STEEL. AS. PEN Dw ATTACHED 10 INSURE pROR£R ANCtORAGE, TF#S SHUTTER SHALL ONLY BE A7TACNEA TO GDF(CRETE» DLt OR wODO FRAME WILOWGS. SCAaB WJ 50 WI HELD STRENGRi AND 40 iwa iEtiSRE STiTENGTM AtW S1WE COMPLY W/ FLORIDA 8[tiLDiHC C9a�' SECTXHV 244 i:j.y.4, 70. EACH REGULAR S10RA1 PANEL WtiH LENGTHS OYB2 80'. AS PER SECTIONS i, 2, 4, 5, 8 AND KSf1TP1ATNE5 TW 3W 8 4W ON SHEETS 4, S, e a 7 RESPECfn'ELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARWNG IFtSTRUCTINC OWNER OR TENANT TA 6. BOLTS TO BE ASNI A-30] GALVANIZfb StffL. 4R ALSI 304 StiR1E5 5PAINLE55 SIEEL. WRH 38 kM MINHIUM YiEtO STRENGTH. SECU� PANELS WPM RPPUP/BL€ REINFORC€M€M Dt1RWG PERIODS OF HURT2ICANE WARNING. 7. ANdiDRS TO WNJ. SHALL BE AS FYXLOWS 1 t. THE INSTAUATiOti CONIRtCiIX2 IS TO SEK/CALN.[( ALL SHUTTER COMPONENT EDGES WMCH REMAw IN C(HifINU0U5 COMACT /WTH THE 8lNLt)9+fr TO PREVENT WMX7/RAw B4TRLI510Pr_ (A} jS2 FXISNN - 1 f4"e TAPGON ANCHORS AS MANIIFACIURED BY I.T.W. BUILDER, wG. (Min. Fc=3192 Ps,l.) 12. STORM PANEL ttIStAUAtICN 9L4Li. COMPLY WITH SPEC@ INDICATED M THIS DRAMNG PLUS ANY B(ALDPrC AND ZONWG RECUTATIONS D 8Y THE JURtS01CTlON PERrAIT 15 TO. - i 4` / x 7 -iN MANUFAClUi2ED M DEW/U,T RTC. PROVIDE WT,EnE APPLIED B CALR ANCF7QR5, A5 - i 4'd x 4` uDL+*7TasnffEO ALL FOBJT SCREIY BOLT a SPEQKTY W. / 3/ SOW -SET ANCHORS, B1' ts. (o) THIS PRWUCT EYALUAndN DOCUMENT (p.EA.) PIL£PAIffiD Bq' THIS ENGINEER S G€AFEPoC ANO GOES NOT F•RWIDE INFORMATION Mln, fc®ypW F.1. R FOR A 57(£ SPEGIFK PR01 . Y,fiETtE atiON5 P, . ECT L4 7t1E SRE LAND DEVIATE FROM Tim ED 4- PAN P R ELW WNSrRUCT1DN PRWUCIS. ' - 1 1O PANELMATE FflLU.E A7 a £LLATE LVS ANCHORS A5 MMIUFACN ED BY - T 4-e ZNAAC NAILIN NiCHORS AS MANUFAC7tiRE0 BY DE'tYKT INC. / (b) CQNiRACTOR TO � E FOR THE SFSECIIWi, WdRCtIASE ANO WSTALLAnON WCLUDWG LdFf SAfEi'f CN' THIS PRWUCf Al) MINIMUM EMBETYMENT � TAPWN ANCHORS INTO PUUREb CONCRETE Sfuw. BE 1 3/4": 2" FOR ES.GO PANELhfATE ANO 8ASi0 T%J TFDS P.£.a, PRQ14AE0 H€JSHE DOES NO7 DEVIATE FROM THE CONOIifONS OLYAItEO Gti THIS pOCUMEM. WtFSiRUGFWN SAFELY A7 uliE 45 THE GOIiTRACTtRT•S RESPDF75180.11Y. 13JP: FIXi 2ANI+L NAILw ANCagRS. (a) TMS PROAUCT EVALUAnIXi hd' Wild. @E cSpNsmEREu INYAllO IF' MOOa1Ei}, Emomww A2) GALIC-YN a 50Lip-SET ANCNDNS S1iKL � EMBEWEO ]Je• eri0 THE POUREII :CONCRETE, NO TRRO SN 0 SfiNJ, Mt t 4` 1-.24 'SCREWS 4fSE0 SWaL BE: 1 f 2" LI%iG MINRFUM $f10UI.0 €RISE CC @E PER. T7€D STUCCO d SITE SPEGIFTC PROUECTS FL F3) GiN DR H WtIICFt / / () SHALL PREPARED D'I A ORXY. RE(•rSfER EN £ER ANC TTFCfi W%t l4EC(RAE YHE BE ANa i'" MINUTUM FOR WALLS WT{E1. NO STUGCQ. AND MAY t±E IiE,AOF.D SCREWS-CR I jNSTALLATiON INTO PAURED DETAILS FOR REGULAR .PANEL �QNGR�, QR _CQ,�CRETE 91RS2�.�,�T�4�GTU,,.�E� C) POURED CONCRETE G PWRED CONCRETE BLWK �OCN Y REDU>AF9, /y' RFOUIREp: CONCRETE PNDHORS (Si€,SCNE@ULE ON� S#lEiTS 8 THriWFiF1 t0) r,-.t � f CONERETE ANCHORS (SEE SGt�DUI€ SHE�€IS 9 TT+ROUt¢H 10) FXrSTHM1 POURTA CtWICREFE AR �t�7±� @i.acli p /a"l: 1414�•,r}I-&hFsHT. � tJ2".. 1t/4• � //2` 1/4" ! �+.r'-`x`NgR a 11+° eL CONCRtiE ANCH(SLS f' f0 a t I X 1 (' 1 ' ( SEPARATKNt � Rt r' { TaRlr�+? -+qgP SEPAR4710N 1 Taf9S�-rd EXISTING (SEED S�l7EDw.E'- " (5€� S�t7iFJRRE DN sir 3) j PANEL �Nmi+ a SEE 5(23EOULE (ON ` ' 1 ? IM&1. SEPARATION 1 1- I ! SHEET 3) B 1 PANt1. IEFITiT}i -"1 (5EE SCF�DIR.E - 1 f� UANCli0R5 (SEE S �fAUl F fya 3) i (. ! -". ON SkiEET 3) SHEETS @ THRWGH 4. t 1 0�'L' EA.: ( , 4Y-EIbNFAD gaYA � ( � •�- I %. t 1 S E�' ✓� a i EXI511NQ l �--., AC. �F+•' ml .w a 11+-71k, sA. RL W/ HUE 72 t/Y us. �c:oF � s�'£EG�eHmal { SF/#ET5 9 THROUGH TO) I �1LT£RNn7E T RFxL �e ' SETS& CALIF- CHORS TF.G LOCATRiN ARE t7&ED 8 W/ WHEN ODSfPiG POUREp CONCRETE �` ATE C� � aRE u�sto'� �au� dR�WGceNCRBI.oa�REau RFD. NJ (SEE 7.7.'i€MILE ON sF�Ts a irwoucN ta) {5£E S�NEWLF di ors a nlRouw+ ro) SGLE 3fe�.i" SGV.E 3/e:/' SCALE 3f9.1' �tmll� -'4� FLORiDA BUILiNNG CODE Nan Ht h VNaot HMrrlcane - Zone eD. •EDGE DIS'GNCE (SEE SCHEDULE ON itiZfF F"OR (:roMBINAnON DF SECTIONS: TINS # BOTTOM MOUNTINGS CAN BE 0. $SILT z : * r►` * z = •Q'• STATE aid � � `'• '.�+r' F�i?RI04',•' maaDm.. PIG. _ 'm0' 24 GAG£ GMYANliD ,1TFFi STORM PANG � l I L � C O taa GLOBAL PROTECTKN PRODUCTS, LLD• 48PR sx at SmFFr �'• F.P. Drown n: arM/tma ,�,P, SHEETS a a 7Q) CAMBINED iN ANY WAY TO SUR ANY 4 F ....• �� � Gel ,• Ar.4e. a w$ma 0.1SNA R- �4s ewe., Ptiw .n-x.+e:P.'•F`eeam-m, nwne (eel�•-tb+a. tx+e(ebA}eea-At+t 20-175 INSTA11ATi0N. °j/y /0 19 ..K >as.. eNIfIM wXTW A F.E Mt I /- EA�T�+0.TE IEO BEAM / TION AISEQ(L+DY OF E%$TWO woW?F3 •' t DFhM To � c€RTaTED. sY 4�i I�CISTERED ENGINEER Cii ' YD s11URER �PRWR . t �H� KTEtRiAIE WOOD ANCli0R5 Mln. ' (f I Sff SGNEDiA.E ON (SEE S�IEOtRE ON t i EO I .__�'/w[•-ioxy`ss. / SFlEET ,t) SHEET it} T } � Mt:,et Mn J y/4. E�T1N_'-7 I t c t I t 45F-na1 I � t/4' O:t4 { GLASS I WOOD ANCHTIRS 4 1 ON T (SEE SCHEWLE { FGn. 1 iiiil SHEET 17) M�'• ,,� � 1 EPARATRTN -•.fE GLASS:.{{SEE j `••� � SCFIEDULE I i14'e-2DFt'. T ON 5F1EE7 3} 1 {� Tk�SHEEI' 3)- I PANEL IFAICIFI 1 pANT3. LESIOft1 a-..__•_...�.._.e.---.� ,� (SEE SCHEDULE t ON S+IE£f 3) (SEE StX•fEDULE F5(ISn� I IBiGRI PWt Y-ay � SHffT 3} cLASs 1 " # i '� 1 OF 4 I--•t f I 1 � � MAX. i 1� I l�t I } � O 72. , f2' O.C. � i � -, ----T � i NO F'IN(S,il - I � $ ,' � ; �s/s4,•�.-umi's�o eons } ,-' 1 - �Cda4 RFAUw£D 2 f4' WWD.ANCHORS REQUIRED n 1 F AtaL'FiIIRS. i {SEE. SCHEDULE Qra WARD ; { SEE SC4IEDW.E iRi 4" .„ / � 5HEEt ) 7 ,}�,j,�FLO(ij{• MOUNTING BTU j,�OUT YOUNT7NG 191aTEBLi�'dY� i-� ALTERNATNE dW sGKE s/a-1' anlNt scKE 5�1� A. T7�'"•z ANYT:' FOR COMlANATION OF SEG7fONc• = �• N()• 44187 = FLORIDA BUILDING CODE (Nan h Yswe IN. no Zone) - 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ �' ; _ - TOP &BOTTOM MOUNTINGS CAN 8E DESIGN PRESSURE RATING .c.T) AND PANEL LENGTHS g-c� STATE OF TATaa WC. 24 GAGE GALVANIZED STEEL ST(NiN PANEL. DPAwI er: IN ANY WAY T SUIT ANY $P•'• COMBINED O H ON S r @ PER 3 AS SCHEDULES HET .O'. P ..erx�r INSTALLATION, Z. FOR NEV WOOD FRAME CONSTRUCTION. woDD ' �DA� � �..,CQ..• GLOBAL PROTECTION PRODUCTS, LLD. MEMBERS TO BE SOUTHERN PINE No 2. WfSPECIFIC 'k I�EO twe. /aNAI� DENSITY OF 0:55 0R EQUAL ai st1aET as+€. €t •NefNMpltfn a,. ate,- A„ s1., sa ,Rnw weola n new ,P33u 20- a 75 Nue•.lmN�t,bWeCwef i.',•,la+ (0547CE4-.^ed&FAC (0.M�WA79'7 -. - w [ae. ABrI.AM [tie r1AAMaJ4 N. P.E 9F.ft/RaMTU(VEffoM1T A, A. i4 bE. rj 4y It CONCRETE BLOCK OR W—QQD STRUCTURES: VALID FOR RECULA a LIFE SAFETY & E Z }TANG STM PANEL (D SYSTEMS 4 N - J.9 (q OR r t BLOCK OR 9 2` A Y X 003- 3lcs 8-14.. VARIESN i 2"w" wD00 FRAME 60N-T6 AT cAFAI. AWNS `I A1C REOtAfCm ' 5 MUL 1iy ' TV fix; 3/+' i 1 ,..-2 APC.AN 0 s BLOCK 'ta jiORr�POURED t/4YO. 2 /- , LtBLOCK CONCRETE OIEL RNrei AAAA2 iwUp iM1r sl 4" CAP / ' CL/F 1RVli2 N t.Y APCNI:ANpOR , k 12' OD. N. 7' - lE :LEG INATON f ! 2'A 6' x056' '• i NWFiS : S AA➢A. 2' ,p 13G< C a'135 AMAL ANSR�F. 4R * # .os6^ 37-H154 311E6f PDt'1 ATE, , .__......! : 1 METAL ALUM. 9$11 PUITE , «_ OOHORET.f,._.. r K 4 X .1 .,,.? tw + '� N.._. ,. ) 'At ®LOGO 2A4 WON FPAME ,4�+ 31 -H, -Is ALLOY �• ANGLE - I ( t 4Z` COLT At1RL - T/4' ! 8opIt X . e a D7r O 12' D.C. 3105-N14 OR ROW-T6 ALLOY w/✓ 41049 Coral AUA ANQ E CASE B LAN) CASE C (PLAN) � CASE ,D,N). SCALE 1/4'+a1" SCALE 7f4'=1' SCALE 7f4..1" SCALE Tj4«df'" Yt "j CITE OR R&O PAInLLOE OR EUD6T AN (� PdR160 �7�1pq 17.4 AT (fG6LLE O AND tE 9Wf -1 `TOP, aDTTOM pt PA1k1W0E PldiS TSFE 1.5X POURED _ (et 25M` W9OD I SIDE: OF OM" SDEDLRE OM 9fffT!' 0. P FRAI1t REWtO97 ' A9 K'PLL�%�B6EOYCRILAP ® r- A 17 BEYOND 2REGI.FSANE d A`Iw.t6. CONCRETE OPENING W)0T10R 2'a4' WOOD A'RA.i15 MI.v. t 1 --'� .(t OR( j ANT wj Attu tx6Nt t yAatEs REAR FLAT ifANW:S PARNLLI. TO j 5 O WALL (REYiR CUT So pmw X r BA.'DISTANCE-'�---•• i..( � tj4'M-T➢:I:.4L,a �ttHNNifFMIPt ME G LAN; OF �0�. A. rrM./` w1w ��.� SCALE iJ4-1. VI-1<G�f{II. VAFOR DIRECT MOUNT WALiATWN ONLY & LE} F g CERTIFTEO PMEL INSTALLATION AT WALLS W/ •_ ,1 3: NO. 44167 � SURFACE LOU VAi5Ar" WrIHIN 3/4" FLORIDA BUILDING CODE Mon High Vfttoclty Hurricane Zone CASE E (PLAN) CASE F [PLAN) <r Owns, 1WTEP?, ale. F.P. O' F 44 24 GAGE GALVANIZED STEEL STORM PANEL WAN N m SCALE iJ+'-1" SCALE i/4•®i• - .c�; .. �QRID6' �' .4. y Sp •. 97MnmD IL E C o EIEC. GLOBAL PRQTECTM PRODUCTS, LLD. w1[: rtaeenr III 4 46W &w, a/ 31REET ./ 2r'�"1Cf7 _ ttR. aPs a. Nc a.A ArliP4 a SHM RWAE. PIA vAx: FIX (20-175 a-, n.MF-•�atO rx-tmH ,oNEEa : Bs7e�-taa. �s)t -aa➢7 CA-OBs577# An,- PAw•HP+. laces: anrr r. MgANAi Na.. P.E 8EALI.NNNO1fiE%GrDE iMLTOt A Ap i P.E. wA ts", a -Xw a OF i6 MAXIMUM A.S.D. SIGN PRESSURE RATINGG(padj AND CQRRFS. PONDING MAXIMUM ANCHOR SPACING SCHEDULE FAR REGULAR MRM PANEL ffi INSTALLATIONS INIQ WmQ STRUMBES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER &TERNATiVES 1W THRU 4W, ON SHEETS 6 de 7) MAX. A.S.A. DESIGN P MAX#" ANCHORS SPACING FOR E.Q. - AS SHOWN WA SHEETS 6 & 7. - APPLICABLE TO a wwRNOMM OF THREW 4,,OMW PANE. F' (1L) TAPCON LAB SCREW PANQMATE FEMALE to PANELMATE Puts 1o. 13' 13" -.Ir 15' 13" W DW) 13' 13" Ir 13, 13" iW OXtrmM) 6 Ile 1/2' 61/2" 6 1 /2 " a i /r (TOP) 6 Ile 12 1/2" a Ile (Som.) 5^0" OR 6" r (POP) LESS 3W Cam) it 1r 13' 13, 1r (TOP) 45 OR LESS 13, tr 13, 13, is' l3• it 13' 1r 8 1/2' W (TOP) 13, 13" Ir tr r IN (901104) b 1/2' 6 if2' 5 sIr B t/2' a 1/2' (TOP) - a iJe 12 I/2' 6 1/4- (doff..) >5'iR 4 I/r a d: Y/2' 8 1/2" ( 14`-e 101/2` 91/2• 12" 12, a (MTOmP)fvu, tr tr 13• 33, a iJ2" 4W (BOTTOM) • SEE TABLE #1 FOR MAX. A.&O, DESIGN LOADS do MAX. PANEL LENGTHS WEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W`_ON SHEET 6 MAIL A.S.D. DE M PRESSURE RATING MAtW7M ANCHORS SPACING FOR EA: - AS SHOWN ON SHEETS 6. & 7 - TO Aquommm g OF THU CPA Fi 'LFEMALE ". 00 TAPOON LAG SCREWPAXELMX TE P'�'�� PLUS WOOD 8U5MNG 1r it Tr it 43' Item t r 13" t3" 13• 8' iW ( aGrium) 6 fs e /2 6i - - 6 1/4 12 1/2' 1 5 1/4' 2W (9o".•) ww '7"... 7 1/2' $' 8. -. 3w (w) OR LESS 71/r a" a" 5" - 3W (aotrrw) I;r T3' 13, Ir 13, W (OOP) +45. -45 TO +73. -7b 13' lr lr Ir 13, 4W (8DTT0M) 73" lr 13" lr IV 1w i3' 1S Ir 13' -6 1/4 iw ISOTrar) 0 1/2- 6 1 2 5 t/2' a 1/2` a.. t/2' pw (TOP) 8 1/4- 12 T/r a t/4" 2W (80TT.') > 1'f10« 4 t/r s" 7 lJY 7 1/2, - (SOP) : y_a" 3W (BOTTOM) 13» i2` 13 13" 5 1/2" 4W (TOW) 13' lr 13" tY le 4W.(8oT-4 • SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 t sA»f !1 A AS.O. DESIGN LOADLENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS AL W/ ��(►QEAA'WFMtj 1/2. O.C. (VAUD ONLY FOR PAANELOINSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) :MAX.. A.5:0. DESIGN PRESSURE RATING (p.lt:) MAXIMUM ANCHORS SPACING FOR MOO E.O. PER 504EVULE BELOW APAPPLICABLE � MAXIMUM PENML k[ ti v (n) MAXMAL AS.O. PRESSURE RE RATING,E gp:4r.) MA701ARA ANCHORS SPAC9IG FOR Mp1 E.A. PER SCH®IN.E Be" TO .�, M q tEMGiN N+) TAPEXMI GOERS-' T FEMALE I. gtS.:.. 2A3AAA'+-NWIW CAii(--•OA .. A: TAPC(5N fii0!!0-SETr13* TE '._ dfO PLUS 2NdAC'-iWtA# G1K_IN TD.. ar41BetE to m 10 m OF THEM m TOLL.. m m ,>➢t € OF THEM + OR LESS 7J' 13' 13' 13` 13" 13' 13` tr l3' 13' 13` 1r 1 (lop)13' "'13' OR +4s- +85, -65 : t3' 1r`- 13" 73' 33' 13" 1r lY 73` f1 x s (TOP) IXti%° LESS 1r IS' /3' 1r 1r 13' t 3 13" T3" Ir t ' ] t]' 1 (BOTTW)f3' tr 73' 1. tS• fr 13' i3" tr r lr 11 1 /2 1 (BOt10M) 13' 1V Ir Ir it tr 1r 13" tr tr fr 2 (TOP) it tr Sr tr 13` 13, 13' 13' itit 13• it Ir is, it fr 13 13" it tr 13' 2 (BMTOM) 13• fr it lr 13' fr iS' 13" ;r Ir It I/ 2 (amimD 13" t3" iS' 13' tr ,3" 3• tr 1r i3" 3 (mP) tr it it 13"- 13« 1S' lr Sr 1r t t 2 / (COP)' 3f3' 2 1/2 2 t/2 a i/4 6 fJ4 « 12 i/2 tg 2f : : -. _ 6 tf4 " " s i/4 3 (a0Tf0A1) - - 2 if2" i 1 : 2 /26 T e / 2l 121 /2 - - 61 , /4 s I e / 3.- (SSTS B" a^ 1f» 7 1/2 4 (T1W) 6 5 l/r a B s 1f2 8` 7 1/r 5 4 (TOR) B•.. - a" - B;,. - 6` ,,, !t" . a'' - 4 (pQT)'0M) a' - a" a" d (BCTfOAG it 13' tr Ir IS' 13' la' Ir 13' IY 13' 13` Z (TOP) 13".. it tY ta• it 13' it 13, Sr Ir" 1r.. it i12 a (TOP) 13` Ir it Ir t3 0m 3' r tr f3' it 13r. Ir 13" 13" 13' 13". it 1/2 i WITTOM) tr tr 13' lr 13' i3" tr Sr Ir/3' tr 13' a (TOP}' 13' it Ir 13' tr 13' tr 13" 13" tr tr 11 1/2 6 (TDPi _ - 8 1/4" 6 lfi" 6 1 4. 6 1/4• - - a. 1J4* B_.3f4 6 « - - 6 7/4" -6 1/4 8 Ile 6 Ile - - - 5 1/4' b Ve a 1r a" 13" 10 tj2 it T 13• 7* :7 1/2 5 1/2 13` 4 1j2. 1 (TOP} ..„ TO 13° a' Ir 13, it a Ifr 1r a i/ 9 1/2' 6. T/2• tr 3 1Jr 1 .•^-, - 'f0 tr T 13• IY 13' 9 1/2 13' 9 1/2 10 1/2 7 1/2 13` B" 1 (BO110M) it 7 I/r 13' 13` Ir to' 13 r 10` it- r l3" Is i/2. 1 OMTM - S3" S' 13' 10 1/2 it 7' 1r T 7 1/2: 5 1/2 tr' 4 7J2` 2 (mP) lr Ir 13* Wit a f/r Sr 8 £/r 9 11r 6 1J2" Ir 3 1/2' 2 W) Ir 7' Ir 13' 13" 9 f/2 Ir 0 1/2 '10 1/2 7 1/2 I:r a lIr 2 (BOTTOM). t3` 171121 43, 13' tr to' la" to" it, -81.. 13' ;6 1/2' 2 CWTMY) Ir l3* tb"- i3" 9l/2. 13` 9i/2 iG 1J2 7 1/2 t3" 8 Tf2« 3 (TOP) fr 7 lJ2" i3" 1S' Y3` 10' t3' f0" 1fi" -a"' 7r` 6 1/2" 3 (TOP) - - Z 12 —IIr 9 14 8 i 4 42 f :. s: T 4.. 6 t• 6 t 4 3 (BO'ROA1) I 2 1/2 2—tf2 r 1/4 T 1/.. 2 /2`92 7/2 6 1/4 6 9/4 3 (80TTOM) T 3" 9•.: 5 1/r 7' 3. 1/2' 6" 4" 4 1J2" J" a 1/2 r 4.(TOP) 7 1/2 ] Ir : 8 r 4 8 4 4 1/2 3, T/2. 6 1J2. 3 4 (TOP) a" - a" - a• - :5 i/2' - 7 1/2' _ 4 (9onomi S' - 6' = 8' - li• - 8 1/2' - 7 ljr - 4 (BOTTOM) 13` 7- 13" Ir IS" ffi 1/2' t3' 4 4/2" O 1 7 1/2` ir. lr 5 (mP) t3" b ljr IS• 13' 13" to` 13• 10' 1T" 8' lr B t/r 5 (Top) : 13' 7" 13, 13" 43• 9. ljr 13• a':1J2` 0 1 7 ifr ;3• a lj2" S (BOTTOM) IS" a i/2" l3• 73" it to' - tS' 10' if" 8^ 13' 8 1/2' (aCtTf 0 it 4 Ij2" 5 (TOP) 13" 6' 13, 13" f3" 5 1f2'. 1r 6 1 /2" 9 1 /2 41 /2 t3 5 7 f2" a (TOR') 8 f/4" S 1/4" a 1/4 S 1/4 6 fj4. 16 Ile 6 (00R.«' - - 6.1/4 6 1/4' a 1/4" 8 tj4"_ - 6 1/4. 6 f/e 6 (WIT: ), SEE 90ft it TOA ANI RS M A VACING 11X7. Ri$IAW.h6HS INTO WOM FRAME SAW" # ,4Dwm AACXOR SpAL62K No NwNAIM WOE DISTANCE ARE OWAIED ON 711% SCtEMA.E. FOR Co. Los, THAN NMUM ON MMOULE MAX ANCHOR 3PACMO BY tAJLnP W4 SPNkO SNOWM ON SCINOXAS V Its PNLO"It FAGOTS. MR INS OPERATION TO 13E POS$ftL tEg10E0 SPACING OBTAI ED tislm FACTOR IRMLLL NOT BE LESS THAN'WRD ASPN3NG DMIEG FOR EACH ANCHOR TYPE ON INS SCAIPDULL TYPE 1/4i. ij41 1/4'"! 1/4'# I/4'IAcHm iM%9➢tl ��-xT LBMa-N16M GIX-M 3 } } 3. 24/r 29n Apl'Yi6lpt mAY ( 3.. OI%TAA4CEELw 1taGO : 3 31/r 31n• S.,ft -0t.'9,'.. A. AL71ML EDGE bI WCE E.O: FACTOR' Tt1v- - - � r' Wei aeD _ Ttm r sss A74 ,.o0 Im �+ �ACENGS ONLY YA ID WHEN SPACER (9 IS USED. SEE 11 FOR MAX A.S.D. l7ESIQN fGADS & MWL PAL (ENGRiS WTHEN SPACER USED. ` 4).1 Or MAX. F' &1 R ... ASA. DEAN LOW - MAA MIUM PANEL LENOTH 40 PSF OR LESS 6'-Ir > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE OW VAUD FOR-1NSTAIJATIONS W/ SOUD SET ANCHORS &W// SPACER At 12 1/2' D.C. (SEE BECDONs a ALTOWATM ON SHEETS 13,. 14, 15 Qrl6) L/13, R-3A/14, R 30/14, r MAX. I ((1t1t1ip4ltlipt C{r I( ! I � jj 1 � I s i { 1 ' R F ovLAR I GRM PANEL � 7/4•.-2�X1^ s.s. �Ts �Q I (USE FOR PANEL LENGTH OVER i j ', ' � � i j ; y ROM 11 RIA PANEL j E1 t 4 � ! 1 1 Y i jJ i 1 STORM _�- - SAF'i1Y' P EL - £ i i C L ! ! f I I I 1 � LIFE t I T tl. S.BOLTSI W T l ATS EA ( D-L i l f S ; 1 K-b' C +40. -40A .f. (W/ OVERLAP MIA PANEL. LEHG H aOET) (W/o OVEfSAP MID PANEL IEHTFTPl SOLI) A USE 2'-W MAC. PANEL LENGTH . -- AT ALL MOthn#M`S —a L WING NUT AT Uffm R AW/i% R-2AW/15, R-3AW/16, R-IBW R-28W/15, R-$OWf16...-___..-__ sl°EAlATttXOS ONLY VAJ(f FOR WIND LEFt PANEL. RIGHT PANEL 3 `f INSTALLATIONS MR R-1A/13,. R-2A/13, R-W114, R-18/13, R-20/13. R-30114« Ea UP TO 170 mp.h. --- ----»- =• •ANCHORS (SEE SECTIONS, At ALTERNATIVES ON SHEETS 13, 14, 15 f4" : _. LIFE SAFETY STORM PANEL f) ELZMQN (t) , 2.BBT SCALE 1/*-I•. �-{/7�/ TO 0*y p� (ATOLL Wit6.W _ t Mt1dE wuzo i.STORM PANEL. lin LIKE sAF& PANEL" s 'k= FLORIDA BU(I,OtNC .CODE Non High Vol"Iffy HMrrloone torte *9 04QRIO► • 4O4C4ir A !mm TdXM tom• IL E C p 41BC. 24 GAGE GALVANIZED STEEL. STORM PANEL I GLOBAL PROTECTION PRODUCTS, LLD. DaN-er: {� � .7€C 'N "-A-A SCALE Y/ ( ALL N, PAT. tMelp pWBaR a 4D,.. ww , PaO�-.'m , r.. sn.,In 48M 9.w. 51 STREET &Yff- FL 33314 mKoc (R84)F6Y-7B16. FAX: (834)Bwa-)97 zG-i%s (VALID ONLY FOR PANEL()1 INtSTALLATfONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 A 5) WAY..A,5.0: PRESSURE RATING (p.a.f.) MAXIMUM ANCHORS SPICING FOR WN EA. PER SCHEDULE BELOW AFPLICABI.E AutuYUM PANEL (n) MAfL A..S.A. DESIGN E RATING taai:)' MAtlMLiM ANCHOlL3 SPACMG FOR TkN F,.O. 1NOY'St)NEDULE BELOW' APPLICABLE TO SKIM FGLYS4k3tE PANEL,DESIGN LV41H {n.) TAPOON SOUD-sit FEMALE ,O P[UKA 7A M00-WAM CALK-W * TAPCON SWJD-SETPAWN 7AMAC^N4R6i CALK_IN k. twoomamm mlot&n mio*E m COMMIT m m y 1° m O"C'm � .L. 10 CONCRETE At to hi am - OF THU +7Sro-70 I3' it" Ir IS' it Ir 13- it 13• 12` tr TV T CIOP) 5OR LFss +7%-75 To +it$-1156 Tr 5' 13, f0. i/ 13' 6 1/2" Jr 6 1/r 5 1/r tr 4 7/r 1 5OR iE"i 13' N' tr 13' ,3' tr 13' 73' f3" t2' iJ' tO" t (aGFTtlti) fY B 1/2" 13' 13' 1r 9' Tr -tY? 1/r jr r f (80fTOA1) it 11' it 1r 73" 13, 13" tr Ir TV Ir 10' 2 9OP) it 5` Ir 0 1/2 13' a 1/2" 1. 6 1/2" r1/2 5 I/r it 4 1/2' 2 (IN+) 13• ti` 13' 13' 1r 13' t3' Ir 73' 12' tr Itl 2 {BOTTOM) t" S i it 1 r 1 r 9 7 2" l tr J3 9 ' 32 it" tr T3' 4r 13" 7 S l3` t • 3 12" 13' 7 0 3 (SC+P) Ir T T3" fr 1 r 91 2' / tr i '71 9 2 / /2' tS' 6' 3` 1 fr 12 1 2 ! -51 4' / 8. 1 4' f 12 1 /2a" 12 1 - 6 if4' 6 if4' 3 (SwTo [j - - 2 1J2' 12 i1r a 1/A' 6 1/e -2 1/2 6 Ile -6 if4`6:7/4'3 (BOTTOM) :5" B" 6` : s" B a` b.i/2 3" 5" 6" 41Jr 6 ATOP) 7' S' er 5 1/2" 7" 3 1 r B" e 3' 6 I/2" 2 7/2' # (TOP) 6" ar ir 4 (BOTTOM) a Im ar /2 (BOTmMO- tr 11 13 13 13 t3 jr 13 73 tY 13 10 & (TO') tr B 1/2 f3 tr lr 9 73 sr ttl 7 11rit B 5 (TOP) it it' 13' 13• Ir it 13• tr 13' Ir it t0` (O"me Ir 7' Ir 13" 13' 9 1/2' Ir 6 t/r' O I/2" 7 1/2" Ir 5 5 (BOTTOM) it it" Ir 13• it tr 13• 13• 137 fr 13- (p1yOP�)� Ir a" Ir 10 1/ ir• 6 1/2' 13` 8 1/2 7 l/r 5 1/r it 4 1/2' 6 (TOP) - - 6 1/4" a 1/4' 6 1/e 6: 1/4" - - - - 5 1/4 a t/4 a (WfT!•) - - 0 Ile 5 t/4" 5 Ile 6 l/e !.II4' 6 14 - I - 0 1/4' 8 Ile d (BOLT-) 13' 7 1 2- tr 73' tr 14` it 10' 1t" 8' 13' 8 1/2' t • " >5 B m 5'-0' it a' it 10 1 it 6 i/2" 1r 8 t/2 7 1/2" 13 1/r 13' .. . >5-s Tt?" 'Y-5 73" 7 f/2' it Ir 10 1/2" tr t0 1/2 it i a• 13" T 1 (BCTipM) Ir 5 ile lr Ir tr 9' tr 9' IOC 7 1/r it I 6" 11 (SorIam) 13' 7 1/2' 13' 13` 13' ID, 13' m" it" 6` 13, 6 1/2" 2 (TOP) lr 5` I:r 10 112. jr 15 Ile 1Y 0 1/2' 7 1/r 5 1/x" 13`... 4 1/r 2 (TOP) 13° Lllr it 13' 13' 10 T/V1 f3" 10 1/2' 11 i/2. a' 13, T 2 (BOTTOM). tr 7• it it 13` 0 1/2' Tr 9 l/2". to 1/2. 7 t/2- 13` 6 i/2. 2 (BOTTOM) fr 7 1 ': /2 t] " 1' 3 t' 3 1G t 2" / 4 " 3 0 1. "1, f2 :i/2' a" 13" 7` 3 eTOP) /3' 7' : tr :. 13" 13' 9 t/2' {3" 9 £/2" t4 7/2' 7 IJ2` it b" 3 ('R7P) - - 2 t/2 12 1f2 B if4" et/4' 12 1/2" 6t/d' - - 6 tj#" 8 1f4" 3 (a0TC01i) - - 21f2 12 1/2" 6 t/4 6 t/4 g 1J2 a f/4 " - - B if4 ". -6 tj4 " 3 (801ft)M)' 7 I/r 3 1jr W 6` 7 t/r 4 r 4 1/r 5' 3 1/r T Zr 4. (TOP) 7• 31 r 5 11r 7' 3 1/2' 6" e 4 1/2' 3° 6 Ile 2 1/2' 4 (TOP) ff -. 8" - 6» - 8° - &" - M - (BOTTOM) B' - a iJ2' '. a" - a" - S 1/2` - 7" - (BOTTOM) it 7 1/2- it 13' fr To l/2 13" 70 1/2 1 1/2 Is. /3' T S (TOP) Ir 6 lJr 13" IY Sr r tr 9• to' 7 1/2• 13- 8' 5 (TOP) 1r 13' -13' 10 1/2 /3• 10 iJ2 17 I' 8' iJ' T 5 (6Orfi0M) Tr Y Ir 13• Ir 9 1/2' 13' 9 ij2' f0 1/2 7 1/r. t3' 6' S (BOTTOM) Ir Eff 13" tY i3' 10 1/2 13' 10 1/2 it f Ir 13' T 8 (lilP) tr 5' 13' Yr 6 1/r }r 5 I/2 7 1/2' S //2" /3' 4 1/r 6 (mP) 6 1/4• 6 1/4' 6 1/4' 6 1/4' - - - 6 1 4' 6 iJ4` S (90TT."') - - 8 i 4`. B if4• 6 i 4' 6 1 4' - - 5 1/4' 6 1/4' 9 (BOff:«. SEE SHEET ft FOR ANOW NS TYPE & SPACM FOR 6WALIAl10N6 KID WWO Mflff SUILOM& ► 144YIRt ANCHOR SFYCaNOS AND W"MU0 CODE CGiANCE Aft IGCATai ON INS S%eDAIL FOR E.D. 0= THAN 60=0 ON SC)m" MADE ARE*" SPACING BY m fR.Y6O SAWK SHOWN W. SCHEOt1.E 6Y INS FDLLOFMIO FACTORS. FOR ITO OPERATION TO BE PEE. ROOt= SPACING O&MBEDD tsBO FACTOR LMLL NOT BE LEM THAN MINIMUM SPA Mo WDKATW FOR EACH ANCHOR TYPE ON Ile SONS)LRL Ile. Ile. I 1/4! I/4'4 / V. 1 1/4'. SKIM Im ,4aeD11 '9Rb-CET nwma.-N JimcumYAMF�MRII ONX MNBAAO ARwmm W4 3 3 3 3 I //r ➢ tn. WANWANaBE oW 3 3 sIr I r 3. 3 Tir 3 N 11,01E OL04 fm4maAA7f 3 3 ijY 3 t/3' 3 Y/➢ 3 tf➢' 4 A:RNL EDGE. ma- ) FAOTOR w3 - 3. - aw a7A 3 t - ,Aq lAa - TAD 1q0 .! SWINGS ONLY VAUD WHEN SPACER? IS USED. SEE 7�iBLE 1 FOR MAX A.SD. DESIGN LCkADS & MAX. PANEL w WHEN SPACER � t6 USED. a jl�u O L`A NEL Mi "sNNOS SEE 3NLEETS is..a 16 FOR ANCHORS ANNRIW TYPE 1/4! TYPE & aPACRVC FOR B SIAULA11CNS !Om VPCN MTm FRANC SUBAXNGS 1100" ANCHOR SPNSNW AND MIl9AAe AWRIAWL ANCHOR ePA4bO (Is) 3 4 = IOenaYM W 3 WOE DSIANCE ARE INDICATED ON IRS so m m MR Fes. LESS THAN INDICATED ON SGFEDOI.E REDUCE ANOM SPAGH6 rDa41lc—M4Mc DO 3 BY MiR.797.YI G spm*a SHOWN N4 SCHEDULE BY THE FOLLOWING FACTOR& Aaa1L 1OK own M FIm FOR I" OPERATION TO BE POSIBCE; REDUCED 11PALMO bBYSM USMD FAMM SMALL NOT BE LESS TAW mwRRmAt TYPE SPACNOON T pEDU�E.NG MID"TED MR �H Jt TABLE it A _ .. . A.S.D. DESIGN LOAD-• MkXMM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5•-10" A Max. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & Wf SPACER AT 12 1/2" O.C. ^W W O� V! U Q O co Q) (� 0 cu U) 00 EL.Q 0 __ Cu s= O 4=.t Lu LL O — cu .- -0 N cn i O (1) O 0— li .— �! C// E Z Z W J !� 0 cyi as m X a u- a. DO L c N L Q U Y N E ,^ Q o ro N `i« ----cc U N ? 3 e ;D O O c: U ^^ O LLI > LL t4- INSTALLAI19N DETAILS FOR LIFE SAFETY PANEL ni INSTALLATION DETAILS FOR LIFE SAFM PANEL C IINT-0 WOOD STRUCTURES INTO POURED CONCRETE OR COIN BETE BLOCK STRUCTURES INTO WOOD MUCTURES t/e# TAPCON POURED 1/4-0 TAPCON t �E(E OR a Hf'Af3ER N@A{jER ) WC9Y)41 tffAOER MEAp6p f ANCHOR @ 9J-, CONCRETE BLOCtt ANGSXXt O 4' 4C. J BL0t3t OR HEADERRE12LiMEA.RECUIRED.,-%pim OUtRED '"O.C. OR O 0` O.C.,a 1/2 t 4'Lai \ / 11j2' ,1f4" /e )MAX.s 4tr • IA 1 I B 1 c V n 4! zoKvTMOate. I 4M1 2M :. I f i R i yy It a. _. t 4 1LLA1' I B I i B 1t T t 4Y-2Evi• u _ "t9 A� tx Qac N ; R i 4+e-2aA 1,_ _... _.- s sar.T3w , .� �.�__- .:;-j--- a EA 1 � � N 1 t/�ma• I # I UxrnB oaxY-t) EXISDBS{„5 1 ' EXLS[ING..a 1 DSOs A._.:. -- t. N EA }346'itC{fe.b x1 #¢ 1�� I 1 DaS71,g j T ...,_ -5(E I EX6T1 I OLkS5 0 6M.7S X - AT FA L �� ...1 96[i N.+s^+ _,..._._-....,_,., j tiLASa A.:._.,L.,..,_ flLA59 .i I __ _ JF&d 9 1T 'L'MNL Rw.@nt oARY-d) - .1 I-•---'r-St B 1- IF - NM / 1. 6 1 : PA & -9tr� -T:-. 8" PANEL LENGTH B 1 ) tsi;Nt Duoe r-67 6 I (SEi.ELEVATON B - - 6I ----'i "L' r--' 6' B - 1 OLD 0.. _ I j_ Y_ ' L P. LENGTH a I S _l- PAYFEI. t:Et/CM d I q` � ^ ® , ± X 1 1 RON E SEE tIEYATNON 9 lw ! `. i {SE£�6iV�tiT�Ot1 - F (SEE tRiN H 1 PANEL. LENGTH 6. PN4S ET GTH 12) N9'^' TO GLASS. l O '� 5 L O i I N t (SEE ELEVATION It ttFl SHEET i0O1. i• Min. ; OWN ^,M8E7 tY) 6 1 -oN sLEET s2> s PANEL LitRYM--- y pN St�EEt 12) j s ---- ( ON SHEET 1 RADOW- 9 n--- } LNi SHE£T l2) If I : s-- t f a I 1 U ---- ---•T- 4 ON SHE'E'T 12) ~ 4 : - 1 PARA7IQN- f 1 4 6 1' Mln. i R 1' ... [ I - -" 1 i 42 1 I "{ T 7 i ' s 70 GLASS. 9 �x i N----SEPARAn(04--' t i 6 j _. - I: I IT'-ac'A#u:THiN f i r, R T" Min. # I I � ` � v � ) 6 1 , NO. TO DUSS� j:. �i� I 1tsnw,� T j. r e.a. ; E.D. _ gg btISfMG PWR�Q, I DC15TM6 POUNF�iJ)CK7. r I t,,., .r f ., s 1 QONCREI$ OR i I. C{MIE"HEiE OR Y I I ) �31, 1 REOIIWED *4 CONCRETE BLOCK I CONCRETE I n,n• Gc RE 1 1 i I ____,. - 1 i 1 1 - t 1 # 12'VF aO - i • f2 t/1 Oc I i ' A i ( ({ p 11DLiSit �.�1 } PLATE ICAO` l ± tI {y E i • tz Lae �I ( tom• ''K,`. e'Bx °Mts. O. 1 __.t EO. t 's:.»' i 1 1 IF t 1t " t 4'# PAICEIALA .. { �,, REQUIRED � f I r 4"R tAPCON rx4" 1 i It 0,0 2«X4" WOq)L, S 1 ;+ } Jj PLATE -Q- { S ;.` c 1 PLATE f 1, I ;,t' !. ANONCYR # 9' Q.C.. '.. t-ri x CtiOC.@. 9" il:G. PLATE. t i : f ,4' TAPCON Seoul REODUiED :. fiIPANE(MA1 �Ap1 � _.., IWCNOn (BEYOFtt) ANOHOR F! 9"" tS:C. h 1 ,� 9TAQOEREI7 Wf STUD '"$ ; d st Wf STUD J . REOUd A t _.a..f I $ , 1 4.! PNJAh6t1E PL.OS E i 1%4 R PAH€IJdA7%E/2LUS # �t�{ j i ArrHois o 9" oe. I off o Lx 1f2 ae. € NatooR o T2 sfz' oc WALL NYINGS )' uiE t t PLAT€ taoDD 1 (` i ( U $a usem Is & is FOR AACHM T'IM & SAACINO FOR SCALE 3/11-1' ._dJdis.----. RESTATED '•��.'"..'- 01STALIA01016 INTO WOOD POARi 9U UON08. sLWGaED ON SO+�AE. Rk EA t ITS D4rtD ON WHEm" REDUCE ANCHOR SPAWN eY - - MIATMLm1G SPACM SHOWN ON 90HODULE BY PE p4M FOUAWI O rAcmas. FOR TIII$ DPea1SNi m ssf PO&WBIE. - '- AZJQ - REDUCa5 6PAeCIxL 06TAYifD USMC FAC7tXS M Nor a LEDs THAN. AR1aLR)li 9pACiN6 aA1C)slEO tOR>aACli ANdIOR tttitlNN y. tI/.�� �Yit tNAHNNfY/A//A NGS Nas ANCHOR rat tApCNt �GENi TYPE ON m 5VAIDULE.NA'� SLUE 3'fa-r• a! A it�„Lr/ ✓ BOALE 3Jab£" "....4 �d1i3[ tNtt�'1. 44'" ...... y'y Z w F i- GAIt Yj4's t/4'# �"� �%'� SOALE 3 1" AHa+o+t :: } s a $ C FTARIDA HUMNG CODE Non NR h Yelo Nklvrkone Zana S `'• FLORiDA BUILDING CODE Non Ni h Va[oo NMtrkane Zone at - 0 tf 7 FLORiDA BUILOIN(; CODE IVon H(h Veioc HurF(cana 7on6 'An.AXW,ma „ ,*• ; ,* _ rR.lt'ar I+C. 24 GAGE 6ALVANZED STEEL 51DIO( PANEL F.P. `. taTEm. tNe A.P. _ * ; * n atom num P0. Fa. aBrurr31raA1 CaIWnM BMN CA+1 3 a to - I. INSTALLATION ARE ONLY VALID FOR A.S:D. 061CtN . * : *• 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. s STATE OF .: Z s . 4067 24 GAGE GALVANIZED STEEL STORM PANEL OMAN 6," z 24 GAGE GALVANIZED STEEL STORM PANEL DRAW Q A$i IDILE 171p11i 6CA3 tA16i0W"- _ W/27/D6e6 PRESSURE RATINGS (P.a.1) AND PANEL LENGTHS AS * : D7/n/mto 97A2F/m➢0 a %'(} PT GLOBAL PROTECTION PRODUCTS. LLD. aoe PER ELEVATION fsN SHEET 12. s • STATE IL i:Co.NBNi1. GLOBAL PROTECTKiN PRODUCTS, 11G. oNe DESIGN PRESSURE RATINGS (p.s.f) AND PAN0. sy OF,. FCQR L PROTECTION PRODUCTS. LLD, wte - " QRID AIL EcoiMC. IL ECo4EN . _. — aE1 _ .... ,,..• 48M &W. of STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %- y''. - 4e9a &a st sRAxr t£NGTHS AS PER ELEYAT)ON 6N SHEET 12. ' 2 t /a % - 2C,i aWa., ,a m.. IMVIE rt.. mt4 5 F! fiOiN1D ; : • 'i"N'2LC7 4x aw aaA vn+Aa. a. OAWE. At- 3Ai4 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD eyM S/{)NIL 4mD LN. si srAar 3, QNRL N '"' 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC fi _ MEbiRF.NS TO 8E SOUTHERN PINE No 2, W/ SPECIFIC N ' / LL P" 1. Sat. aaata a anti atWt; n- ASt4 Z HkiNf ,Lao- a «a..,e+mtpH+xnD.x., o+-tsn GB4MB9-TanaFAr. f " pe'pt' ...+,tit- 20-175 a 20-T75 _ sXYWNDWe'•,•''••.' .ol,rr as @F_NXPN N¢ Q NMAMNtM +ncr t.a : DENSTIY OF 0.55 EQUAL.. ' ."GA. wN..19 «r ea•,.lmAvP 4D7-taw.l,a. tfa, P7HNEt tt6+➢-7s�0. FAn 4axJsss-a7➢7 INNnMtHAtN aP.:�MOA}An-ra3o.n l(aMl m-lmi RrwNE, (lbF-7aA&FtA: tMM']1�87p'A 7 1 P3: SE�/OWE - 4oaP� !X / WAWTURE/G4TE A• >a- - as - ,4uWr Aae DRa14O RP PL HALTER A NA. PE. YMLSA t.#N.. P.E DENSITY :OF Q.55 OR EQUAL HALL w nu,Trf.Ri... Pk, An ,r wA 1ac:. " man 14 N 16 1M . 9iRC1 is OA 7s , t a e 9HM[t to 9F AA J SHEET NO. SH 1.4 o o �IlfWE� {N3Np PANEL) (INTERIOR PANEL) (INTERIOR :PANEL) (iMERWR PANEL) {END PANEL) SEE NN3TE5 111 I :SEE2.3, _I �1 i�R I _ 3/169 AWNNIW POP R!V'ET Li i 4 I 1 In PANEL TYP) CM Aa>�iY. s I PANEL LENGTH T O 4/- 4e.0 "f. Mr._ _.._ t. .} 5 A iota _ iL" 1/ruMEN._:. L/ r�x'anLi'J►1�1.1[' ENGINEERING EN®INEERINM EXPRESS® PRODUCT EVALUATION REPORT September1S,2020 Application Number. 17860.1. R2 EX ProjectNumber, 20"31543 Product Manufacturer, Ali American Shutters and Glass Manufacturer Address: 1540 Domns Road West Palm Saach, FL 33409 Product Name & Description: 249e Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of E'vahodon: Two Product Evaluation Report Is being issued in accordance with The requirements ofthe Florida Department of Business and Professional Regulation (Fonds Building Commission) Rule Chapter 61020-3.005, FA.C., for statewideacceptance per Method 1(d)- The product noted above has been s herein t ow n the Fbdds Builds Code fasted andN)revaluaed as umuhadzstl nosh Dornptia Dawth a9 SovaTdh Edition (202DI and B. far Ia purposolntended, at isasi equivalent to that requaad by the Code. Rs avaivatai of tide pLodua shah ba required followVng pertinent Florida Building Cods modifications or revisions. Substantiating Date: PRODUCT UALUATfON DOCUMENTS .EX drawing #20411643 NOW 124ga GelvaWaW Steel Storm Panels (i1VHZ & Non-HVH2T, sheets 1-5, prepared by Engineering Uprose, Signed & sealed by Frank Bernardo. P.E, Is an dmegrct part of this -Evaluadw Report . TEST REPORTS Uniform staND structural performance has Dean tested in sccordance wlth TAB 202 test standards per test reports) #ST-ASG-17-ti01 by Blaekwatar Testrg, Inc, Large missile impect resistance and cyclic IoaRtilg perlenrmnoe has been tasted in accordance With TAB 201 and TAS 203 tTlstetandards per lost ra{rat(a) #ST-ASG-17-001 by Siackwater Testing, Inc. . STRUCTURAL EN81NEEISNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design aateds: 1. Maximum Allowable Spars 2. Minimum Allowable Spans 3, Minimum Gies Separation 4: Anchor Spacing 160 SW 121H AVENUE SUIT# 106, DEERFIELD :BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM0 ENGINEERINGEXPRESS,COM EN .SNEERING EXPRESS. CON . * LAST PANELQ TO BE INSTALLED AT M.4 OPENING SMALL ALWAYS SE PROVIDED W%/ REAR NANOLE TO FACrk1TATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE,. I: 1. F (J [lgd._I& S_ZGLTS)r t. T NANO STORM PANEL SYSTEM CONSI ING OF PANEL #• CDnt. TRACKS TOP � BOTTOM (2). END PANELS WALL ALWAYS BE COECTED TO BOTTOM TRACK OTHERWISE A STOP BAR 4i SHILLL aENNPROVIDED AT TOP OF SUCH PANELS, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION 5MRII. CONsi�T OF 1/4•$-2OK3/4' M - Wd 7d8`aK3d32• WING NUT OR Id# Cnei/4" MLA. THi1M85CR£W- INTO TAPPED BOTTOM TRACK, LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXi€iRNJR FLAT FLANGES Of END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (! e. A :STOP BAR IS ONLY USED AT �} AT LFAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. i' INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. ENGINEERING Page 2 of 2 All American Shutters and Glass -24ga Galvanized Steel Storm Panels No 33% increase in allwallle stress has been used In the design of this product Separation from glazing is not required for installations outside of wind zone 4 and essantial facilities. t Resistance., Impact Pa Large Impact Resistance has been demottstrsted as evidenced in previously meted test report(s), and Is accounted for in the engineering design of,thb product. Wind Load Resistance This product has been designed to resist wind loads as Indicated In the span schedule(s) on. the respective Product Evaluation Document (i:e. engineering drawing). installation This product shall be Installed In stria compliance with its respective Product Evaluation Document 0,e. woneedfg drawing), a" with all components noted t oredm. Product components shall be of the material specified in that product's respel�ve Product Evaluation Document {i:e. engineering drawing). ' m ons B Conditions of Use: Li ttati Use of this product shall be In shict accordance with the respective Product Evaluation Document (i:e. engineering drawing) as noted herein. I host cures be ed resist all bad and shah be of a material All suppating h structures shLdl design to superimposed fated in this produc's respective anchor schedule. Host structure conditions which are not accounted for In the product's respective anchor schedule shall be designed for on a site -specific bests by a registered professional engineer. ants which are en installed s protected against corrosion, contamination All cot fact � Laded rst mtsi and components permanently PT g , other such damageat all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, L eE+N� pP4d 0&t ,nma•e,4+o Frank Bernardo, PE ENGINEERING ExPREsO #PE0046549ICe Auth.9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1-(866) 396-9999 TEAM :0ENGINEERINa EXPRES5.C.OM ENGINEERINOExPRE38.COM - HtAN M-NNAgIX7 t - k "kFkr y_ME=L:1-P.�TI^Y t�aFi EI. BRiEll :_: e. '�f I F}.1••X: t': Ete� P 1 Af rrflvltlL' `Na5 6l Y '1•<- 1 L- 4 VY{+F M I dN `. I-S.MY,'• K t.Ek':eu-.,F3::. xtUl'-<i .1 �. 1. T'F rcrri K a-r_M r & P7 Klrx - JJ M �NLL I II INI' IL _AI � r•S r rcnt N r (; W � 5 Y 3w i r R 7 I LQ19 L.Ih.3.,11 Q G I a aY 4D : ♦Act N a s_ nP a a w w T Y f C9 L YJ.WJ:: PMI iE K 4 UL K :+fl -x•4nssc pp � r,'mr ] I W 1` eoae: 4 }n - 1 � s- Ln N' AD t !:- I •` I _ Q 4T- H'CR :�- H•wrx, r L T-1LDD�.. L1-: r0 ,..fir Ska > c mi1P t n rF :: ?:• •5 tirLLNJ_L'4 r 1 tJ>i F L �1>!1>rL. - LRIJ.Ull1 -b e.:F .:,. ) "C RMOUNT SECTION :_E P � mDllli[LW � iV � a�NawF�ai uu. Lid ,rot •PIT;:. _ w Y t I T'' rid 'r3sED mlwnl,r aurnf)tnuls-cauUM 4 LI r, E.T TJN < t HO.L r r Y/ALL NDUHrS CTION. i^." fi 4 � rYs NL Ht Y:,t K �4,.. wJ. -u rwJ',I• PA IJ rA, rw__Iu_ $, n --^ IVRe-. .tT Et. 'i nr -44 m _ • Ti - V YH k1aJ�:kt niYNrf.T[IN H':- 3 - ,,TAr+G 3 3JJ1- -IYf+L MAY VARY S Jk T. i J :NUT r,-r .' ^RIIChRE P '3 Ip. T Ir ar•r x r - SrE.E :x iLCL,r a LL ro ' �:4 1^f:fi hrn:urintH' AH I'".'tlr 2tSba4^r s MI IaN"„ [YPLNi['N.t1+ J k wit It.sJU. ,:xlt1 yt_I}L:ILR::' .:k )rA n N t•IN�= e `CC l4is,^: iyyLl I:.c; r77 Jla)�'' •TIC'. yy- tp �¢ Q� P:V: \r I. �)n'' '.NNl 1•S Iltl hl'N HIM y (_R 3, E';US11 (I411 xf. Isj:.l cW:. ;IE - C F T y 4 / J. ern h - ro , J q s € A rt R "A W 'LPN A I:u If ODPtRI61CFPINIIEIP4L4'DI£ „ 114Q +5.2lALAF'i't •RA .F A - T "I,TN4�..!. p, r, .,�. p', sc lrr 1 rna. na-v= rs r•r rgf 20-3.1543. a , . , � '•+`m PAeenee6Rll•nene '. 4'llN]L IW LVF,(+l,L.T.� ,x r:„^t, r �? CDyYTvrF OP,IONALTC;P/&tTTOM CLOSURE DETAIL g IL ) 1.-Ik HDiC+sit EUu1 ! �-�' I•Sn NSF. Cf� 'e ,'-->rF scree. m'I`K xlu,. ,cl lsg pt.kww"ay L`:tia - M T' j j INfU ISxIN:rM1l1N1. M't IIeaH 5. ,,,,V.:�r'^.. F-y •r• IRmxlrirAx.l MauNl.ere;unN V.J INTO `TAT I TIM DETAILS FOR POURED CONCRETE, ONNGREN SERIES 2000 E-Z HANG STORM PANEL (f3 BLOCK AND WQQQ STRUOURES ,-, eT Pau+£it REIN. UR , , ell TAPCDN CONCRETE' BLOCK yj/- kE'OtiRiEA7. ANCHOR fd 12' {EC• 1/4.0 TAPCON % t�' 14.1` HEN HEAD IEK wow - i }'.a. - d14.1' in HEAD TEX �fOCE ANCHOR O 12' O.C" 1 ,�. $GREW P 4' FROM _ REDUIRED r � i 4 FROM r.,.-.qr 7t EDeE OF 1 1 rfs's-act" i. { s eU.� �_-v /�. __AIRn`To Ings. F,3B �ro � f.. 1O �I E 1 RIVET 1/4•.-S�r A V.. a. --, i MAX. � q {- '�T PANEL LENGTH M �L�191• - MAX PANEL LENGTH Ia FA a k�� 70 It tiViSS, k T " KH"""SEp1 Nt I %4T4-2Ds2� BREW It TO Q, j OF 'L` { I uM ll i S % II '4 TA -CON ANCHLNt i 2' 14, O.C. 1/4 s-TMCpti ANGIIWI s 12' ax.LVE D POURED Nti r 4 2'"' WOOD I 1 REquslEa CONCRETE BLt'>CK } WALL MOLK REWRtED.. O 2 SECTION EZI SCALE 3/6=1` a�wta�LbL��u�t)u�r�r tLelAeJLiia= w SCALE 3/8-1' rkt 'tftt� s ' , - * :MIN. PANEL LENtI;'fH - BE 2'-B" FLORIDA 6; 44 4#tay mt'w0.,w- : •* - BUILDING CODE Non High VelocityHu rican* 24 BASE GALVANIZED STEEL 5TOR}I PANEL - - Zone rr. GAMIN ar, 1. INSTALLATION ARE ONLY VALID FOR MAX. A9-D. DESIGN PRESSURE RATING H /- 40.0 P.n.f. AND 6 -D• MAX PANEL LENGTH.Meta 2, FOR NEW WOOD FRAME CONSTRUCTION: WOODHlZ; * SATE D j, G 0-1 N c. eu �-ttm BAL PROTECIK?N PROIMiCTS, CLG. sal. 41 ArREET MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'RSt � �,'q: � atia, . >� , rr : L'NIt 4M; � � .•ay. MaNO. {aaRea-'tlNa. rAw eR4 e".. '+v7 20-1?5 DENSITY OF 0.55 OR EQUAL, It" w,r..a®. rforNtxftvLTvu/DATE IfsR.IaP rR fear miler® rs DAIRa� eW3ER71,Pk" P.E. aln L[tT fA OF 78 ALL AMERICAN SHUT-FERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) B. BOTTOM TYPICAL VERTICAL MOUNT ELEVATION ELEVATION P U TO MOUNT 102U i G ONN TYPE AS REQ'D) '1--I-' 1'fae<'TRUCTION A YE # (SP c 6 -„�- OBSTRUCTION T -T- (LOCATION MAY VARY) actTTOM MOUNT (07NN-/ Lt)1,' TYPE AS REQ'D) (BSTR BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED OPTIONALjV�2ASTITCH PROM DEO THAT CONryECTIONE AND BQLTS YVITI1' ASHERED Ah1CHORS ARE USED WHICHSATISFY- WINGNIUTS FASTENED@ SPANS ABWE B BELOW OBSTRUCTION, OVER A-f5 N,7,ATN (1 APPIRORRiATESPAN T0.6L VERTICAL MOUNT' ELEVATION 2' NOTCHED PANELS 1 N.T,S: B24ATION - ALLOWABLE PANEL SPAN & GLASS LL SCHEDULE: SEPARATION 74 Qk" PANELS MiNIMUMSTORM PANEL SEPARATION FROM GLASS WIND ZONE 4 a ESSENTIAL FACILITIES) IHVML E57 MAa)MUM _ OEUGN ALL6WAlNE I Ira '' 1 AL1aTKkNSGa@A. NN30tA NS LESS NSA TEIL PRF34UAE SPAN LNlax i l Aa01NE THAN 30`AaDVEGRADE.. THAN 30 .GRADE R5F II ♦ -30 % 130.O 1e hn 6I fiA6 21 n +:35 � SA61n 2151n :LAG 1300If-� bOBin ) 2lbn�-j a/'aS 3D00L. aGoh? / 50 ]300fn EL 6A6tn 23 n / 55 06. E i 6M i § _ 6Afi 2.35 n n f/�bD - 83:2 to IN BA91n 2.53In 4 / a5 59$in ; ai 61I I. 2 2M fill a/Jn 36A Al 612 In 2 nn 4/-72 27AM 6.1.3in 2.9ain POSITIVE WADS LESS THAN OR DUAL TO NEGATIVE DESIGN LOADS. I "PANELPASTENER5' ARE STUDS USED IN ' CON7 UNCTION -WITH ALL MOUNTING EXTRUSIONS O.C.RACK; SKIDDED AN0.E. STAB USE VALUES O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL .W. AND •Li" -HEADERS (INCLUDING BUILD OUT ,CONDITIONS], 3. LINEAR INTERPOLATION BETViEEN WAtyS rS ACCEPTABLE, gTHERWi5EU5E NEXT NIGHER LOAD. FMIIE Ben14Rp0 PE- PEm1c a- MAXIMUM ALLOWABLE �� DESIGN PRESSURES:, nP� nD_rp 1 AS NOTED IN DESIGN DESIGN NOTES: sCH3)uLES ae - POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WIrH THIS SYSTEM SHALL BE DETERMINED PER- SEPA IATEENGINEERINGIN•AOOOItDANCE W[THThE- tltl ��NN7� tip j EIN pCCAR�AN''EWITH1A. 70AND CHAPTER ° m DETERMIND 1609 Or TM FLOFUCIA BUILDING CODESHALL BE LE$8 MAN E UAL YO THE POSITIVE OR NEGATIVE DESIGN yll yul U POld URE "CAPACITY VALUES LISTED HEREIN FOR ANY rfi r' ..0 Q ul M ASSEMBLY SNOWN� �;«.rD I �"r�r GENERAL NOTES: �°1 SPgrF[CATION.NA4 BEEN DES -NCO AND SHALL.BE: FABRIOATEDI N OFTHEFLOft10A@UtLDING Ill '! ❑W AC6ORP NCE WIiM THE REQUIREMENTS CODE EVENH E�DITION 20�Oj FOR USE tNS[OE RND tlU751DE [}F THEHVH2 Ptli. MIMIDI`, b.❑ - DI, 245 AN6itAVST PROTOCOL$, V'ONTRACTOR SMALL7NYE5TTGATE AND CON PORN T4 ALL LOCAL@UfLDINGCOpEAMEptOMENTS V}HIGH MAY APPLY. OESIGN CRITERIA BEYOND AS SU E0 HEREIN MAY RE4UIRE . AD1)I17'M SIIE'SPECIFIC SEALED ENGINEERING. 2 N033+1j.,7^.a INCREASE ik ALLOYIAGLE STRESS HAS SEEN USED IN THE DESIGNOFTHIS M 3 THE ARCHITE RECORD FOR THE PRO]ECT ENGINEEROF SUPERSYR{1CTUREIOITH YVHICH TN}}SS OESI6N fE USEOSHALL BE RESPON$MLE. (.7' FORTHE [NTEGRl7Y OF ALLSUPPORTING 50RF, TO THI$ DE$I341 WHICH SHALL Re C INATED BY THE PERMITTING>:ON'fAACTOR, .. 4, SEPARATE ITE-SPECIFIC'SEALEOEN=EERINGSHRLLBERE U1RED[n qq ORDER TO DEVIATE FROM LOADS, DEFLECTSaNS, OR SPANS CONTAINED HEREIN•CONTACTTHIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS r1j MAY eE �E IRED. 6, GENERIC ANP OOPS PRDVI4E ❑q.� #n W THP" 9Y$'TEM 9FFAII-,ED;"RE' IS NOT 1NWRMAn 4 FOR q SPECIFIC S1Te. FDR:sITe con[NTTONs DIFFEReNT.r-ROM 'HECONDttION5DETAILED HEREIN,A LLCENSEDENGINEERPR REC75TERED GL ,N LLI V '4•.: eI . $ :iR �j ..� Q - D } Wr, ARCH1TdET SHALL PREPARE 47E S'-IFIC DOCUMENTS FOR USE IN COFDUNCTCON LYLIH TMIS'OOCUMeM'. 6, DESIGNRRESSUREA"EDHEREINAREBASEDONMA]UMUM7ESTED PRE55VRE5 DIVIDED @YA-1.S SAFETY FACTOR 7 ALL FASTEN ERE T4 BE +J:EI DR GREATER SAE 4R#ADEfiU LESS NOTED' tiSg j Lry VL IOTHEPI-E: FASTENERS SHALL6E CADh1IVM-PLATEp OR OTHEryRWISE CORAOSL.N_RESISTANT MATERIAL AND $HALL COMPLY V1TTM "SPECIFICATION$. ZLi, "•' HXr�{ FOR ALUNINWR STRUCTURES".CIIOfl 7.3 &Y THE ALVNINUN ASSOC[ATION,' Q I..l ING &ANY APPFSCABIi FEOERA4 STATE• ANDjDR LOCAt LX}DES, B ORM ANBLS SNALLBE 24CA 5iEE D,0,024"-. A S P 4 Qo i2 SHALLA NO, I H AE 4MUM STRUCTU AL ALTIY n QU R f! STDRM1I VANEL6, KS STEE G60G 32E0 CA N WITH A:E, AL I G Lr Y F %NLIMI 4�i1r W: NU 63-T ]¢, AIL ALUMINUM EATRVStON59HALL BEbdd3•Tb ALUMINUM ALLOY, UN/.E55 NOTEO.D7HERWISE � a' 11 TDP Ar BOTTOM DerA SN"' MAY INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY EE MDVNTED VERTICALLY OR HORIZONTALLY AS APPLI J 12 EIONCRETEANCHPRS.NOTER HEREIN:SHAL"" EM➢MCEE) TO F,NQT, a NpNCRACKEDGoNCREIEO -1Y.Ui-1ALLCOMORETEA-NCHORSPE1 MANUrN,CTLIREk 5 RECONIMEM[}ATNNS. ADDITIONAL ICE TDTHIS DOCUMENT VISIT EcALG10131643-. $'A© F R7 _:^ FIC LIT t3 A 't TI N6TIP4tliREHtW GE1RR�8 EOM6roPE P➢rsawITIPNAI: wJ,Ns RaPNrssrsEanLRCE6 MINIMUM ALLOWABLE SPAN SCHEDULE tC'J111.��IE�R:ii E?�II�tEiitM�tt��itFii �E'•NlEAti lilt•:M7dl®�71E-��1�''ai0F3ii0�' IF'iJCi�i E3IET9Eyll�ai E�i�IC317F� � Div sR'i1BE�1113TiiEe7[�I�t��ilf"����IIt-,.I'ii � ©�!�iEfiy��illlIIi�i�O,+y)®ii�"iyii�•�•�.��'.'aj1�.y �®-� " t•J�#t�•r#E�Si�E'3E�iiIE�1IE �I�i� C�I�."Mi��•] ICs51iQE� iF IEd7 ttE ii llililii€silE7ii IR E IBM" 7E3E OlI il7[�iF3E R.•ACAl AUA vows rAa0.0 ,m FnT. wromwauaw a,r sxnrN)I,w QDrmmwMSAFTQP:tM@ORCM.PANELTENGTl36LESSTRANTMQSENOTAANN'fAIAEAe4WCAPEfiDT - A2. NOM PA"Anb I -CM atom Is REQUIRED ARCN PAN6t LENGTH IS GREATIRTlVw THAT NDTEDEOA TRSFECmVE"010MNG CGMMINAmN ADM. iYYfERE SIDE CLGSURESARE Nfdr 3. - R i rOR MGIPnS INTAKE AHG4E. aLRaT U R§b AU IfUIR%, RO AeiB VSiOwm+ PPU13JT F244 C N IH OR V RLg9 STITCH BOLTS) O T) AND 2 P PANGASS S. &ALI BOTH oETN N a. FASTENERS R1+fU65 TD l&2V 4 OR Yir1H4r1IST1TCN {R?1TS MMMo PN#LS. EeDTH %RnI MXK 24 lLN1IN ! 24ge ,PANE13.S"QR rMact. SDUNG .SMAY3MN SLV5W4iANYUSING ONN CONU MONSV IN 13 14 V"VnI CIOSF+RES:PER --@EBNING - DETAIL'N' VSlMOnM`NDWd17frt. CQNGmg4 a't#WN WTM6fi'6DMw1NrS. AIM. 1. `l i'Aw4FS Y. ENTEiESFAM SCNt37U1.EWI1'M PCSlT)VE bESTGNLOAD TO DErERMiNE �- MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO SE PR41'EC T15D. eDT1DM MDUNr ; E ICOMITrPE A•v USE-w POSITIVE WADS Y. Z. SCHEDULE IS 1R� FOR tIH ONLY, r�q t I 71ON:BE'rWEEN WADS IS :. - W75EU NEXT NIGHER CD/kFrn7D) s. A NT19UgLA. . , ..OTHER,. -.. r LOAD.I RP. I v s F INSTALLATIONS .SIDE OF ITCH HZ ANOOUTSID1; 6r ESSENTIAL 3 OR ST NUT , T1'ME AS RC4'O � -.. 1 N3 THE GLASS SEPARATION EAGLn1 r4 ASTNi WIND ZONES O MINIG 1. 3T- Dxtaa9awRleewnOPE. t�AE ANC+IORs IS IRED AND NO MINIMUM SEPARATION FROMTHE sCMEIXaE Nor REQII -. F-XISTTND rAPxAETE.. SrAareG DF MAIETME. Who [WEWIN REQUIRED. NDL6ow 013CKOR. VALUE TAVIM INAfXFtDR 20-31543 WCn0 f91AMlr�. PAwN.AWTAis T®DPXl1. FSSSE6fi NLN.} M�OPTIONAL EGRESS PANEL DETAIL s r I OPTIONAL INTERIOR FASTENING DETAIL t J INTERIOR FASTENING L - - - - --. -. KDDINAFDD PC PE]R•IG IA CA �¢1 2-..250' n094" 1 s ,A',+"'",,•, -�0 94" 0 750" pQ 1x011-�, 9. z�' M• LM,y a c '. r-0.625" DA94" ram off$. b.lz5" 18'OA $ ss g 494" ` .list':. TYP' TYP S 7 6 ul €spp fl.St94" t- D62 ,094' ,^t 1C�4c1PS i1:'i • ?o ^. ' r"0.0$T". 062" 1�, ti c _.• 1.9 1930. .f� 00620:375. ,D62 �L r.t25 I nb � ,.r� x 13.00Dp II 25r1 --1 2.OW°. I- -� 2. 0:: jt TYP. 3... w - 0 Q. --1 2,D20.- D0. -�4 �']. ..,m �£gjQ - 0 c� 12L� I I I.SaD 1 J'H"kEMER .. - � 0.D=0Ur 'If` READER {� � J-P AN DLDSDRE r�-SND ANGYi � R 'Q � y U tIEAG R a. 7R m ] av 1:1lS,y 0.313" 151 1.560'1"---11.560" 51n" 0.365". g7[55 D376" 0350" - ... :133" 3• �+ 12.5W PANELCOVERAGE Red w D.zsc a.osa pw ` 1#.C7S PANEL LENGTH IS'i in °n L[ 0,5,45". YS(T• -• it ta:p DIRECTION �r• I H.. i. 1... MY SE MA. O.OBS 0.090 D � . 3IiS D.09 � ��b.710 --p-- OQO 0 690'�^I^r�ll:u"I 0.235 I Ii 215 RD 01 (/t R TYP, TYP. 3'. �1-0.700° TYP. 0090" 0.957": :.: l�l BINLD-NWT 'F' ntACK "F' rl'F" AMCI.E.- lRAON:. "' N HERE¢ 1NNp4lT S,+ . C lRA K �' ALL ,� NEYH0. SNER a 0.37E°--^•{I �r'""-- DOri52° 0.190 mr,•I.,r;p' =r.�o• a ;o � ar DIRECTION T MAv ek I--3.G00"�D125 _Iu41 J},Fi,-ttt s REVE17SE4 TQ' .xr sr. �7� "r. FN1llE - RIAtl( fE%IENiIED] fi SArO" _ -4" MAX, OVER V P I (.'\..CCU NERCLLYURE DETAIL 2 �,25" MAX. 7f O.1B5 } nv.neYe ' MAX,,•K u i' PP,. fiP�y.,• - .:: 7t: cY,iil`rrr r I BUILD- T OU I PWIINr ] ] AI NIN L MI)Rf- 1 rl I DISTANCE mow. a tsi-aM..,-i WRL SArER1AP ,c J -v, 3 e20''1 MAX. 5' A•GrV'.+•+:H`t Tit \ .25MAX. 1MIk �i MAX. 1 MIN: t� L a� Fa ti� N !{,riL n COnNFRCLD6UREDElA1L • prna IBEb „• _ F neL o N) H I i I T NPrA,.IF %t F /,;'tiTPAP:MIXIHr CLO&IRE DETAIL .'T,. .. .r �✓ H.T.S. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS;. PANEL FASTENERS O 12 S' O.C, R I f ®. r . • 4 ®9�' � 1�• Elm ti I MaE OMIT; l ES 0011 i ME e OEM ' • I'.L�6'rS��6'A®t.LGI�LL8'.f.Ai:I� E� • • �®Ei;�IEHSG��e'YS• '�' � 9011MOMEMUMEMN MR 7IBM MAX: W ,�,j NI1111-11 I: MfI IN f I)rIM N.I. 9. E b N 3.4 BG6L OISTANtE O a d i •' v J r: ANCHOR. PRESSURE PRESSURE f fiF. rn P sPnNun: In bl An ue a-R�-u• H+' +u), D n lit' y �y-'}I'LQp : PE: PE M C3 4 !3 C4 �MI��E CI T2 C3 CA �iRR Y►CNM.Z►C►@ Cl [Z � C4 1'x2" EM 6ED 17 3 3 IA[ vRrW a 1 46. 5Z TZ 125" SS O'160 10.9 12.S 1 b0 160' 76 12 F SOD 164" b7." iz5 16 O'S6o DB' 12.s 1 6D is " Bi ➢ 3?5!' i6❑ is e" 6C" 125 Sb O.'160 7.5 S.S 2 ]60 t47" 60 12 S" ]tip 147" 6.0" 115 125 16.d ­C.69" 16LY' 147 6D" SZ5 12.5' 1G❑ 169 146❑ 7 147" 6¢ Y25' 1?5" Sfi❑ 1{]" 6¢" 12¢ 147" 6¢" G g •14i'1 2'D•IBm- LI 33 WOOD SCREW 41 #B� 72 12 5" 16 " 0 160 1 0 ' 1 12,5 160 12"1' 70 ]2 S': I60 SOa".62" L2S 11%QP 141Si"i2: s s Sb0 9'7" S6 I2 5": 166 97" 4 125 125 160" 1t0 160" 96' 7D S,6" 12.5 12,5 12.5 160 1LD,' 160 9, 6" &6 Ex., 56" 98" S6 ]25" 12.5" 125" lfiD IEO" 9;6" 56" i66 .6" :5.6" 4 4 a1-3 -0'[MeCO u ! 33. TAPCUPY JLS' 1 F 4 ,,tom 40 'h 52 2 1 5 ]6:0" i 0" 6 12.5 16 4 11.5" 72.5' Ili D Sn 2': 12S 160" 3 1 3 ':5 2 15 9 92" ]2 `' ,5' lfi.p 9.2"' S6 n" 9,1'°'. 125' 160' ILA i2.5 160 9: i'! 12;5r' L2.5' 56,0" 10.5' 12.5 16 0' 9,1" 12.5' .5' 71-c A(B" EMSED 33 i_N1- Al XS 41 u A S RIEC 4e 72 L2 S' 15,9' 13 6 7,3" 12,5 16 5 1 3 BA 12 5' 1 60" T 0' S9' 1 .6 2 1 2s"0,0SU 4,1 �17 612 t2. S i5A" . 5.9 6.0" : '25 e.4O"64 12 3 4 tY 5.25' 12.3" K.7' 4 G" 6;25 12.3' 4.7" 4.0" G.25" ANCHOR NOTES t ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS 'CERTIFIED H IN BUT ONLY PROV IDES RD DN ES MAXIMUM ALLOWABLE ANCHOR SPADING MAXIMUM :ALLOWABLE.SPANS AND PRESSURES INDICA7E0 B IN SPAN SCHEDULE ULE SHALL APPLY 2. EN7ERANCHOR SCHEDULE BASED ON PRiNEL FASTENER SPACING, THE EXISTING STRUCTURE MATERI -.a ANCFIORTYPE. ElhT DESIGN L�iO RENTER THA ORE AL O NEGATIVE DESIGN LOAD IN SHUTTER AND'SELECTSPAN GREATER THANOIt EQUAL TO SH UTTER SPANS ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION SEE MOUNTING DETAILS ON SHEET 2 FOR 1➢ENTFICAT[ON OF GONNiEGTION NPE}. N i NG LS 3, PANEL PASTENE RS a ARE STUDS USED IN 00MUNCTION WITH L MOUNTING EXTRUSIONS xs AL f FTRACK STUDDED ANGLE, ETC. UBE6.25°LIT PANEL FASTENERSPAQNGTABLE VALUES FOR l RLL"H" AND 'U"-HEADERS (INCLUI3I NO BUIL�UT GONOInIONS)', 4. ANCHORS SHALL BE INSTALLED INACCORDANCE WrrH MANUFACTURERS' R - mme OATIONS. ECD N 5 HOLLOW LOCKHOST STR E LL FOR C9 K. B UCTUR , NO EON M TO ASTM R BLOC: 5 INTNSN'1UM EMaE'DIMENT SHALLBE AS NOTED 2N ACHOR SCHEDULE, - 7 MINIMUM EMBEDh1ENT AND EDGE DISTANCE EXCLUDES STHCtrn, FOAM, BRICK, AND OTHER WALL FINISHES."VMALL FINISHES 5iHV1L 0E LIMITED TD L(4° MAX DR SHALLBE VERIFIED BY DTHERSTP 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHALL BE LOCATED IN FlRAN4 CENT11G1F NOMINAL'?" X 4° (MIN.} tiNOOp STUD f`/" EpG E DISTANCE IS ACCEPTABLE FCrL iW00D FlaAM]NG7, WOOb 5TUD$IiALL BE'50VTHERN PINE"0.4,55OR 3RWERDENSTrY, LAG SCREW SHALLHAVE PHILLIPS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCH045 ARE, DIEWALT PANELMATE ALL -POINTS SOLID -SET &BRASS BUSHING. s 12 MACHINE SCREWS 5N L HAVE S °MINIMUM ENGAGEMENTOF THREADS INTO E BASE A L (2 7H AS ANCHOR RIND MAY HAVE EITHER A PAN HEAD, TRESS HEAD, DR WAFER HEAD (SIDEWALK BOLT) Il NO: 13 MINIINUM E"BEDMLT,1'f AND EDGE DISTANCE S5XCLUDE5 STUCCO OROTHER WALL FINISHES'. 14. DESIGNATE ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES: 15, �C DIRECT MOUNTING CONDITIONS. 16_ LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON Z a �A � O �--• U c, o o . CM co U - U) O O O O ^^11 W O Co 0 .D L 0 ai Co O L C 4• V -0 � .a ��j//v'�� VJ l.i. Q Z Z w J N �/ T N C" ti M ® c_ U CV r •Y �./y �.. 1 a a X N � i>A G) 3 tLs�� E C U O j = ¢tea Ca 0LU Cn L. W -+--a C/)� I O L 0- 0 II✓ U r� M� W W Q Z Z Q J SHEET NO. SH 1.5